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Permit 465 Inland Way SFR 2012 CIT OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 C f31= Application Number . . . . . 12-00000748 Date 6/26/12 Property Address . . . . . . 465 INLAND WAY Application type description SIN E FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1340000 ------------------------------ Application desc new home ---------------------------------------------------------------------------- Owner i Contractor ------------------------ ------------------------ LEWIS TODD IRA MCCUMBER HOMES INC 1930 TARA CT 1280-B N PONCE DE LEON BLVD NEPTUNE BEACH FL 32266 ST.AUGUSTINE FL 32084 (904) 823-1900 --- Structure Information 000 000 SINGLE FAMILY DWELLING Construction Type . . . . . TYPE -A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE ---------------------------------------- ------------------------------------ Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1200 . 00 Plan Check Fee 600 . 00 Issue Date . . . . Valuation . . . . 340000 Expiration Date . . 12/23/12 --------------------------------------- ------------------------------------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL /C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cle nouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must ++�7�be covered } with an T1 concrete box 1 with PERMIT IS�# 1 E4��Y IN`A�+ di&110E I tf'�LL"t'itY 6P iiR*AV Bf NRI " �S-AND THE FLORIDA BUILDING CODES. ��!�•L`l,rJv� CIT OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 � E INSPECTION PHONE LINE 247-5814 I Page 2 Application Number . . . . . 12-00000748 Date 6/26/12 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double chec backflow preventer. Remain clear of easement . A sewei force main is located in the easement along the north property line . Avoid damage to force main. A Right-of-Way Permit must be obtained for curb cut / driveway opening. Not detailed or plans . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line . Reinforcing rods or mesh are not allowed in the right-of-way. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Rea co, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Gravel construction entrance or o her means to keep dirt from street is required. --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . DEV REVIEW SFR UNIT 50 . 00 STATE DCA SURCHARGE 18 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STACE DBPR SURCHARGE 18 . 00 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTI REV RESIDENTIAL BLDG 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 FEI23ffrIS A'PPWWEU DNLYIN AZCORVANCE Wi'CIrALl,(ITC 7OR 1�ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIMFeMMummary Charged Paid Credited Due r CIT OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 3 Application Number 12-( 0000748 - ------ Date 6/26/12 ---------- --- ------ Permit Fee Total 1200 . 00 200 . 00 . 00 . 00 Plan Check Total 600 . 00 600 . 00 . 00 . 00 Other Fee Total 5661 . 00 5661 . 00 . 00 . 00 Grand Total 7461 . 00 461 . 00 . 00 . 00 I I I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY 01 ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: / City web-site: hffp-/Aww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: LA-)-'2) De artment review required Y No Applicant: Xh- /n S nning 8 Zon mifi-lslFator Project: IV� GJ /7L-,�m 24- ublic Work u tiiitie u rc Fire Services EELi 3 110 Other Agency Review or Permit Required R iew or Receipt Date Of rmit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed ty: Date:6"'aS't Z TREE ADMIN. Second Review: []Approved as revis . ❑Den ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed y: Date: FIRE SERVICES Third Review: []Approved as revised. [-]Denied. Comments: Reviewed Date: - Revised 07/27/10 CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:4Y!-J2 Project Address: No. of Units: Commercial Residential 01/ Multi-Family 3r of New Water Tap(s)& Meter(s) leter Size(s) New Irrigation Meter Upgrade Existing Meter om to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: I Signature: (Applicant) LJ CITY STAFF USE O LY Application# !� -- �7 g i Water System Development Charge $ I q0 .66 Sewer System Development Charge $ d Water Meter Only $_ S C© Water Meter Tap $ -a (notes) Sewer Tap $ .g Cross Connection $ "TC?, CX) Other $ j TOTAL $ el? tV APPROVED: (Utility Wlrrector, rAuthorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UT TIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Bulking Department) 800 Seminole Road Atlantic B , � Florida 32233- Phone(904)247-5826 - Fax(90445845 QJ2 E-mail: building-dept@coab.us Date routed: Z- City web-site: hltp!/A wiw.coab.us APPLICATION REVIEW AN CKING FORM Property Address: Dqp@rtment review required Yes No i Applicant: rr� 5��. ' ��C S nning&Z6—nft fee-Aft-ififisIfRor Project: A/� GA-) blic work u til' u is Fire Services Other Agency Review or Permit Required Ri view or Receipt Date of F ermit Verified B Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: I %rAd. ❑Denied. (Circle one.) Comments: I BUILDING PLANNING&ZONING Reviewed b : Date: Z TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PU RKS Cmnts: BUTILITIES PUB ET j Reviewed b : Date: FIRE SERVICES Third Review: []Approved as revise ❑Denied. Comments: i I Reviewed b : Date: Revised 07127110 City of Atlantic Beach APPLICATION NUMBER Aim., k Building Department (To be assigned by the Bu&*V Department.) 800 Seminole Road 7 Atlantic Beach, Florida 32233-5445 ` Phone(9904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: / Z- City web-site: W:/A eniv.ewb.us APPLICATION REVIEW AN TRACKING FORM Property Address: 6, Department review required Yes No Applicant: m S'�. -' �d m C 5 nning&Zon Adminisgaitbr Project: '�Public Work U u is co 100 Fire Services Other Agency Review or Permit Required Ro view or Receipt Dat of F ermit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: 934100proved. ❑Denied. (Circle one.) Comments: JN=ING PLANNING&ZONI Reviewed bl : Date: ` C4407201 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. []Denied. Comments: Reviewed b : Date: Revised 07127MO City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Bim, Florida 32233-5445 / D Phone(904)247-5626 - Fax(904)247-5845 E-mail: building-dept@coab.us j Date routed: Z City web-site! htt :1k~.coab.us APPLICATION REVIEW AN TRACKING FORM Property Address 6e5 fig L Dc7��✓ � ''' De artment review required Yes No Applicant: G rn z,c_' � ra C S nning&Zon L1� fee mons r Project: �� 14--) 1 i ublic Work u -Utilit e3- u is Fire Services Vv 3 A/O/ Ovd , Other Agency Review or Permit Required Ri viewV Receipt Date i Florida By Dept.of Environmental Protection Florida Dept•of Transportation �--- ! St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants c Division of Alcoholic Beverages and Tobacco N Other• APPLICATION ST TUS Reviewing Department First Review: pproved. QDenied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed I y: 4� Date: TREE ADMIN. Second Review: [-]Approved as revis ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed y: Date: FIRE SERVICES Third Review: QApproved as revised. QDenied. Comments: I Reviewed t y: Date: I WWW o7mNo BUILDING PERMIT PLICATION j,..•. ....F�. CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic.Beach,FL 32233 FILE COPY Office.(904)247-5826 F (904)247-5845 32233 Job Address: &6- _111(ai,I u Attu"lig 0r L- Permit Number: Legal Description lvf IT 06 ea k, wu//C,- Parcel# Floor Area of Sq.Ft. 3Z3�'' non-heated/cooled � 7 Valuation of Work S Z tz Proposed Work heate cooled Class of Work(circle one): New Addition Alteration Rep air Move Demolition ow/door Use of ezisting/propo�structure(j)(carcle one):• Commercial �esl"d�en'ti�a l�� If an existing structure,is a fire sprinkler system installed?(Circleone)�No JUN Florida Product Approval# Sic 6 eco -.4A 1'3 2p�? For multiple products use product approval form Qy Describe in detail the type of work to be performed: t=-- Property Owner Information: Name:J�cli.- 8. X uSSr Address: `- l`�f�1 4VE'E2u e_- Citya c c son yr!/c Pa`d i StateFe Zip 2Z--5`D Phone — 3 71.0 E-Mail or Fax#(Optional) S' avr'✓ ,stn Contractor Information: Company Name:/' e6-ihrttHwe57 of l?iileyee1wt,-;r c- w Qua] fying Agent: Gtv �rC'I�GGcc1 }Cti Address: tc'/acet Sc«fe Zl1 City /tu< State�C- Zip 3 QY Office Phone Olcxf _y 00 Job Site/Contact Number Ga - 3 Fax# ¢0¢-e23 State Certification/Registration# ! f 2 <3&U Architect Name&Phone# k' b o sceiq -es '700 -2 72-5-R 3 Engineer's Name&Phone# #4 e 6-ftc,xccy tai—F'f - Zoo Fee Simple Title Holder Name and Addre s St�ra�r�s-+-{cC Tis rc lc�c /!-7aG &3ve . Bonding Company Name and Address /-,AUA/E7 Mortgage Lender Name and Address Ft;-,t recileket t 5g 4:Ll ice? L3 &,f,e Application is hereby made to obtain a permit to do the work and installations as indimted I cert6 that no work or installation has commenced prior to the issuance of a permit and that all work will be pe armed to meet the standards of all s regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6 months, or if construction or work is ruspeWed or abandoned for aW�peeriod of six(6)months at airy time after work is commenced I understand that separate permits must be secured for EI Work,Ph ntbing,Sighs, Wells,Pools,Furnaces,Boilers,Heaters. Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAIL TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR P YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO O TAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOI E RECORDING Y61JR NOTICE OF COMMENCE tENT. 1 hereby certi that 1 have read and examined this plication and know the same to b true and correct. All provisions of laws nd ordinances governing this type o work will be complied with whether s ct ted herein or not. The granting a permit does not presume to give ority to violate or cancel the provisions of any other federal state,or local regula1* nstruction or the perfo mance of construction. Signature of Owne Signature of Connttr'a�ctor Print Name 11111101 _ Print Name L° rWati _ _-.._ __......_..__ ._ _ ..�...._..._..._.............................. ��\\\ '� STH A. ._.. _ \\`\����1-P � 1 q'�l1Gjl'/i Sworn o and subs be a r � •o� issloH••;9A''� S o and cr r€;trt��iMisstoro.,9,o�y this ay a .'v bei e; th of r . i ,ember?�c A y y 20 NO Ublic : #EE 039941 " N4 AaKPublic "y E039941 ' i9 Q�e r9� �•Q� llfllllle O��``,\ I �1,��/�t�t11i!�O�`����a\ & I DO NOT WRITE BELO - OFFICE USE ONLY App -cable odes: 2007 Florida Building Code w evi ions Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space 3 r Non-Habitable 1 ,467 5�.F Impervious area Miscellaneous Information Occupancy Group 26 Type of Construction, Number of Stories Zoning District "-- - Max. Occupancy Load Fire Sprinklers Required Flood Zone fV Conditions/Comments: FILE COPY ' TMS INSTRUMENT WAS PREMRED BY: ` FIST FEDERAL.BANK OF FLORIDA D #2012105937,OR BK 15944 Page 591, 4705 WEST U.S.HIGHWAY 90 N bee Pages.4 J! R tiled 05/15!2012 at 09:13 AM, JI FULLER CLERK CIRCUIT COURT DUVAL P.O.BOX 2029 C LINTY R CORDING$35.50 LAKE CITY,FLORIDA 32056 i PERMIT NO: I A- NOTICE OF COMMS CEMENT STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that impTo vement will be made to certain real property,and in accordance with Chapter 713,Flc rida Statutes,the following information is provided in this Notice of Commencement. 1.Description of Property: Lot 19, Oceanwalk, Unit Four, P1 it Book 42 Pages 18 18A 18B and 18C Duval County, Florida a/k/a Inla d Way, Atlantic Beach FL 32233 2.General description of improvement: Cqns -ucton of Dwellin 3. Owner information: a.Name and address: Staar B. Rus ell and Jessica Russell 475 14th Axe. go.- JarkAnny Ile Rearb. Florida 37750 I i I b.Interest in property:Fee SimRIe c.Name and address of fee simple title holder(if other than Owner):None 4.a.Contractor(name and address): 1 b.Contractor's phone number 904-921-1900 5.Surety: a.Name and address: b.Phone Number it c.Amount of bond: 6.Lender: FIRST FEDERAL BANK OF F ORIDA 4705 WEST U.S.HIGHWAY 0 P.O.BOX 2029 I LAKE CITY,FL 32056 (386)755-0600 7.Persons within the State of Florida designati d by Owner upon whom notices or other document may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: NONE 8.In addition to himself,Owner designates Pal da Hacker of First Federal Bank of 47Q5 Wgst U.S.Highway90 P.O. 2029.Lake 0q.M32056 to receive a copy of the Lienor's Notice as provided in Sec on 713.13(1)(b),Florida Statues. 9.Expiration date of notice of commencement the expirationd date is 1 year from the date of recording unless a different date is speci ed). I i WARNING TO OWNER:ANY PAYMENTS M kDE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMEN MENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713,13, FLORIDA STATUES AND CAN RESULT IN YC UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A N TICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE OB SITE BEFORE THE FIRST INSPECITON.IF YOU INTEND TO OBTAIN F ANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE OMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I Signature of Owner or Owner's Authorized Officer/Director Partner/Manager I I Signatory's Title/Office The foregoing instrument was acknowledged bef re me this .2-00 day of Yv\ 120 k I--,by SS F-LL (name of person)as (type of authority,e. .officer,trustee,attorney in fact)for: (name of party on behalf of whom instrument was executed `l4tiY��;Y3itTii�ePj�<<r� �t pRD .Mt?R�Oi • �;�issioy �F'r tb18772 �•:t Signature of Notary Public-State of Florida "sAdl f 3 i i t 6446tO�4 Print, I� I Type,or Stamp Commission Name of Notary Public Commission Number: ab 147'7-"- i Personally Known or Produced Indentification I Verification t to Sectio 2.525,Florida a s Under penalties of perjury,I declare that I have ri ad the foregoing and that the facts stated in it are true to the best c f my knowledge an(d belief. Siganture of Natual Person Signing Above i l �I i FILE Copy �. LOT IS 11901 SQ FT STRUCTURE COVERAGE 3185 SQ FT DRIVE, WALK, ETC 1490 SQ FT 28"<I�f OqK� 5' NON-ACCESS TOTAL IMPERVIOUS 4615 SQ FT EASEMENT 4 MOCC IMPERVIOUS COVERAGE 39.3% Y 2v,OLT 0.1 Q /2.. 4q Clef ` 20, 8 C""RRY Oqk 8•'fc x12 PgCM :X 22 0'cOqK `^' l2 �IAPCf 35..Clyf � � -._ 5•,BqY / \ OqK CI�f 0 f� TV/ qk g., C ORY B•.Hl� l \ 841 P/ q M > Pq M 3' GONG /C WALK 1 \ a fCM -W ss 8„Pqco�j ..C/Vf OqK 12..P CM 2,.N/ 8.•fC _ F^zCKORY 18,J8 M L� 4 110<<Y \VF OgrRIPC l \ Kf <g'�L.� 9.•PgCM /o•• O 4 CONC 0 PgCM ALK S 1.5 EASEMENT 6� 4'•HICKOR I CONC m ecM 4.• RIVE Y QA Y 2211r ? Pq PROVIDE N Mq SILT FENCE 4.. 23.. 9 Y PORT-O-LET 3500 rw/ CNfRR t DUMPSTER FOR CONSTRUCTION DEBRIS ARE TO BE FLARE PROVIDED ON SITE TO 18 DURING CONSTRUCTION NLA IDIW! AY TLF . E CO P YFORM 405-10FLORIDA ENERGY EFFICIENCY CODE OR BUILDING 'LN . Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RusseltReslot190ceanWalk Build r Name: McCumber ones Street: 4415- llr li x'y M-1v Pernr it Office: AA14-t ftL- &til FL City,State,Zip: FL, A f flc.- 135AIFe- 32-2-:3 3 PenT it Number: Owner: S/Ct r�Y cmc( s5lcct /Zct 5 Se,(J Jurisdiction: Design Location: X4-Jeckso+vift Affe444 be- F - I- 1. New construction or existing New(From Plans) 9. all Types(3917.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3611.90 ft2 b.Frame-Wood,Adjacent R=11.0 305.86 ft2 3. Number of units,if multiple family 1 c.NIA R= ft2 4. Number of Bedrooms 4 d.NIA R= ft2 5. Is this a worst case? No 10.Ceiling Types (2109.0 sqft.) Insulation Area 2 a.Under Attic(Vented) R=30.0 2078.00 ft 6. Conditioned floor area above grade(ft2) 3235 b.Knee Wall(Vented) R=19.0 31.00 ft' Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11. ucts R ft' 7. Windows(526.3 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 519.5 a. U-Factor. Dbl,U=0.35 297.00 ft' b.Sup: Attic,Ret:Attic,AH:Attic 6 289.25 SHGC: SHGC=0.30 b. U-Factor: Dbl,U=0.35 229.33 ft2 12•C ooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit 30.0 SEER:13.00 b.Central Unit 17.4 SEER:13.00 c. U-Factor. N/A ft2 SHGC: 13.F eating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 39.5 HSPF:7.70 SHGC: b.Electric Heat Pump 17.4 HSPF:8.00 Area Weighted Average Overhang Depth: 6.668 ft. Area Weighted Average SHGC: 0.287 14.F of water systems 8. Floor Types (3235.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.820 a.Slab-On-Grade Edge Insulation R=0.0 2078.00 112 b Conservation features b.Floor Over Other Space R=0.0 1157.00 ft2 None c.N/A R= ft2 15. redits Pstat Glass/Floor Area: 0.163 Total Proposed Modified Loads: 37.14 PASS Total Standard Reference Loads: 66.25 1 hereby certify that the plans and specifications covered by Revi of the plans and t t*1E S this calculation are in mpliance witil the Florida Energy specif cations covered by this _4V Code. � calcul tion indicates compliance y ,,, �+ with t e Florida Energy Code. PREPARED BY _ -_ _ Before construction is completed DATE: 3`-� --_ _ -- this b ilding will be inspected for y compl ance with Section 553.908 * ° I hereby certify that this building, as designed, is in compliance Florid Statutes. with the Florida Energy Cod . COD WE OWNER/AG�NT r-__ - ___ BUILDING OFFICIAL: DATE: - _._:f 1 Z- _ ---- - - - DATE: - Compliance requires completion of a Florida Air Barrier and In ulation Inspection Checklist t � 6/14/2012 11:24 AM EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software Page 1 of 6 I PROJECT ' Title: RussellResLotl90ceanWalk Bedrooms: 4 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 3235 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: McCumber Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: DUVAL Jurisdiction: Whole House Fan: No City,State,Zip: , Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE V// IECC Design emp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2078 20987.8007 2 Block2 1157 10065.9003 SPACES Number Name Area Volume I Kitchen Ow ipants Bedrooms InfilID Finished Cooled Heated 1 RoomsInBlockl 2078 20987.8007 Yes 2.56939721 1 1 Yes Yes Yes 2 RoomslnBlock2 1157 10065.9003 No 1.43060278 3 2 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomsinBlocki 243.5 ft C 2078 ft' ____ 0 0.3 0.7 2 Floor Over Other Space RoomslnBlock2 1157 ft' 0 0 0.22 0.78 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2190 ft' 346 ft' Medium 0.85 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 i ) Area RBS IRCC 1 Full attic Vented 300 2078 ft' N N I 6/14/2012 11:24 AM EnergyGauge D USA-FlaRes2010 Sectior 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type_ Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlock1 30 921 ftz 0.11 Wood 2 Under Attic(Vented) RoomslnBlock2 30 1157 ftz 0.11 Wood 3 Knee Wall(Vented) RoomslnBlock2 19 31 ftz 0.1 Wood WALLS / Adjacent Cavity Widt i Height Sheathing Framing Solar Below V __# Ornt_ To_ Wall-Type---- ------ Space _ R-Value __Fi__-In _Ft_ In ___-Area_-----I-Value_Fraction-_Absor___.Grade% 1 N Exterior Frame-Wood RoomsinBloc 19 22 1 9 1 200.5902 0 0.23 0.6 0 2 N Exterior Frame-Wood RoomslnBloc 19 69 0 10 1 695.75 ftz 0 0.23 0.6 0 3 E Exterior Frame-Wood RoomslnBloc 19 35 7 9 1 323.2152 0 0.23 0.6 0 4 E Exterior Frame-Wood RoomSInBloc 19 62 6 10 1 630.2083 0 0.23 0.6 0 5 S Exterior Frame-Wood RoomslnBloc 19 34 1 9 1 309.5902 0 0.23 0.6 0 6 S Exterior Frame-Wood RoomslnBloc 19 49 6 10 1 499.125 ft 0 0.23 0.6 0 7 W Exterior Frame-Wood RoomslnBloc 19 35 7 9 1 323.2152 0 0.23 0.6 0 8 W Exterior Frame-Wood RoomslnBloc 19 62 I 6 10 1 630.2083 0 0.23 0.6 0 9 S Garage Frame-Wood RoomslnBloc 11 30 4 10 1 305.8611 0 0.23 0.01 0 DOORS # Omt Door Type Space 3torms U-Value Width Height Area Ft In Ft In 1 W Insulated RoomslnBloc None 0.39 3 0 8 0 24 ft' 2 S Wood RoomslnBloc None 0.39 3 0 8 0 17.77777 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V/ # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.35 0.3 N 6 ftz 1 ft 0 in 9 ft 0 in HERS 2006 None 2 N 2 Metal Low-E Double Yes 0.35 0.3 N 15 ftz 1 ft 0 in 6 It 6 in HERS 2006 None 3 N 2 Metal Low-E Double Yes 0.35 0.3 N 18 ftz 1 ft 0 in 4 ft 0 in HERS 2006 None 4 N 2 Metal Low-E Double Yes 0.35 0.3 N 18 ftz 1 ft 0 in 10 ft 0 in HERS 2006 None 5 N 2 Metal Low-E Double Yes 0.35 0.3 N 36 ftz 27 ft 0 in 0 ft 6 in HERS 2006 None 6 E 3 Metal Low-E Double Yes 0.35 0.27 N 30 ftz 1 ft 4 in 0 ft 4 in HERS 2006 None 7 E 3 Metal Low-E Double Yes 0.35 0.27 N 15 ftz 1 ft 10 in 6 ft 0 in HERS 2006 None 8 E 4 Metal Low-E Double Yes 0.35 0.27 N 24 ftz 4 ft 0 in 0 It 10 in HERS 2006 None 9 E 4 Metal Low-E Double Yes 0.35 0.27 N 24 ftz 7 ft 6 in 0 ft 8 in HERS 2006 None 10 E 4 Metal Low-E Double Yes 0.35 0.27 N 16 ftz 7 ft 6 in 0 It 8 in HERS 2006 None 11 E 4 Metal Low-E Double Yes 0.35 0.27 N 16 ftz 1 It 10 in 0 ft 4 in HERS 2006 None 12 E 4 Metal Low-E Double Yes 0.35 0.27 N 72 ftz 7 It 6 in 0 ft 8 in HERS 2006 None 13 S 5 Metal Low-E Double Yes 0.35 0.27 N 15 ftz 1 It 0 in 6 ft 0 in HERS 2006 None 14 S 6 Metal Low-E Double Yes 0.35 0.27 N 8.666666 1 It 0 in 14 ft 6 in HERS 2006 None 15 S 6 Metal Low-E Double Yes 0.35 0.27 N 8.666666 1 It 0 in 18 ft 6 in HERS 2006 None 16 W 7 Metal Low-E Double Yes 0.35 0.3 N 36 ftz 1 ft 10 in 0 ft 4 in HERS 2006 None it I 6/14/2012 11:24 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,P osed orientation. / Wall j Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC jStorms Area Depth Separation Int Shade Screening 17 W 7 Metal Low-E Double Yes 0.35 0.3 N 7 ft' 1 ft 10 in 0 ft 4 in HERS 2006 None 18 W 8 Metal Low-E Double Yes 0.35 0.3 N 32.5 ft' 13 ft 8 in 0 ft 6 in HERS 2006 None 19 W 8 Metal Low-E Double Yes 0.35 0.3 N 24 ft' 13 ft 8 in 0 ft 6 in HERS 2006 None 20 W 8 Metal Low-E Double Yes 0.35 0.3 N 36 ft' 1 ft 8 in Oft 10 in HERS 2006 None 21 W 8 Metal Low-E Double Yes 0.35 0.3 N 36 ft' 1 ft 8 in 0 ft 10 in HERS 2006 None 22 W 8 Metal Low-E Double Yes 0.35 0.3 N 32.5 ft' 13 ft 8 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perir ieter Avg.Wall Height Exposed Wall Insulation 1 519 ft' 519 ft' 73 ft 8.1 ft 1 INFILTRATIO14 # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1962.2 107.72 202.58 0.3412 5.6096 2 BySpaces Proposed SLA 0.000360 1092.5 59.978 112.79 0.3412 6.5123 HEATING SYS M # System Type Subtype fficiency Capacity Block Ducts 1 Electric Heat Pump None SPF:7.7 39.5 kBtu/hr 1 sys#1 2 Electric Heat Pump None SPF:8 17.4 kBtu/hr 2 sys#2 COOLING SYSI EM # System Type Subtype E iciency Capacity Air Flow SHR Block Ducts 1 Central Unit Split S1 ER: 13 30 kBtu/hr 900 cfm 0.75 1 sys#1 2 Central Unit Split S ER: 13 17.4 kBtu/hr 522 cfm 0.75 2 sys#2 HOT WATER SY TEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.7544 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' I I 6/14/2012 11:24 AM EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software Page 4 of 6 DUCTS —Supply— --Return— Air Percent HVAC# \/ # Location R-Value Area Location Area Leakag Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 519.5 ft Attic 103.9 ft DSE= .88 Attic 0.0 cfm 0.00% 0.00 0.60 1 1 2 Attic 6 289.25 Attic 57.85 ft DSE= .88 Attic 0.0 cfm 0.00% 0.00 0.60 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan X Feb ((X Mar (X r X Ma X Jun Rj Jul X Au rX Se X Oct [X Nov Dec Heatin [XI Jan tX�Feb [X�Mar Lx�pr f X�May EX�Jun Jul EX�Aug [X�SeP X1 Oct [XINov Y.�Dec Ventin [�X Jan [X Feb [[X Mar [X A r [X Ma [X Jun Jul [X]Au (((XXX]]]Se [X Oct [X Nov [X]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 I I I I I 6/14/2012 11:24 AM EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT# FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQL IREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,wea herstripped or otherwise sealed. Recessed fighting IC4ated as neeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft. Testint or visual inspection required. Fireplaces: gasketed doors&outdoor con bustion air. Must complete envelope v leakage report or visually verif r Table 402.4.2. Thermostat& 403.1 At least one thermostat shall I:a provided for each separate heating and controls cooling system.Where forced it furnace is primary system, programmable thermostat is required.Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Duds 403.22 All ducts,air handlers,filter bo es and building cavities which form the—I primary air containment passaj jeways for air distribution systems shall be considered ducts or plenuff chambers, shall be constructed and sealed in accordance with Sec ion 503.2.7.2 of this code. 403.3.3 Building framing cavities shall iot be used as supply ducts. Water heaters 403.4 Heat trap required for vertical I ipe risers. Comply with efficiencies in Table 403.4.3.2.Provide swite i or dearly marked circuit breaker (electric)or shutoff(gas). Circi ilating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, (spaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of 'ng at two or more speeds. Spas and heated pods must have v por-retardant covers or a liquid cover or other means proven to reduce ieat loss except if 70%of heat from site-recovered energy.Off/tim switch required. Gas heaters minimum thermal efficiency--78%(82%e fter 4/16/13).Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment ' ncy verification required. Special equipmentTables cooling or heating capacity requires separate system or variable capacity system. Elect ric heat>10kW must be divided into two or more stages. Ceilings/lmee walls 405.21 R-19 space permitting. i 6/14/201211:24 AM EnergyGaugeO USA-RaRes2010 Section 45.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 56 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New(From Plans) 9. all Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3611.90 ft' b.Frame-Wood,Adjacent R=11.0 305.86 ft' 3. Number of units,if multiple family 1 c.l NIA R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2078.00 ft' 6. Conditioned floor area(ft') 3235 b.Knee Wall(Vented) R=19.0 31.00 ft' 7. Windows- Description Area 11 c N/A R R ft' a. U-Factor. Dbl,U=0.35 297.00 ft' a.Sup:Attic, Ret:Attic,AH:Attic 6 519.5 SHGC: SHGC=0.30 b.Sup: Attic, Ret:Attic,AH:Attic 6 289.25 b. U-Factor: Dbl,U=0.35 229.33 ft' SHGC: SHGC=0.27 12. ooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 30.0 SEER:13.00 SHGC: b.Central Unit 17.4 SEER:13.00 d. U-Factor: N/A ft2 13. eating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 39.5 HSPF:7.70 Area Weighted Average Overhang Depth: 6.668 ft. b.l Electric Heat Pump 17.4 HSPF:8.00 Area Weighted Average SHGC: 0.287 8. Floor Types Insulation Area 14. of water systems a.Slab-On-Grade Edge Insulation R=0.0 2078.00 ft' a;Natural Gas Cap:1 gallons EF:0.75 b.Floor Over Other Space R=0.0 1157.00 ft' c.N/A R= ft' b� Conservation features None 15. redits Pstat II I I certify that this home has complied with the Florida Energy Efficiency ode for Building TUE Sr Construction through the above energy saving features which will be in tailed(or exceeded) 0� _ ATPD in this home before final inspection. Otherwise, a new EPL Display Cad will be completed based on installed Code co ant features. I.. Builder Signature: Date: Address of New Homer/`llGrKo/%(fGl Cit FL Zip:/4fu,//�� /g,//", -- -- - - - - -- - -�- coop 3Z�33 I *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, E nergy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software I Manual S Compliance Rep rt Job: Russell Res Lot 18 Om&.. wrightsoftp Date. 6/138012 Zone 1 By: FJF DEL AIR HEATING & AIR CONDI ZONING I 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax 407-333-3853 Web: .DEL-AlR.COM Project • • For: McCumber Hames Cooling Equipment Design Conditions Outdoor design DB: 92.7°F Sensible gain: 23'51 Btuh Entering coil DB: 77.5°F Outdoor design WB: 77.1*F Latent gain: Btuh Entering cal WB: 63.7°F Indoor design DB: 75.0°F Total gain: 2 00 Btuh Indoor RH: 50% Estimated airflow: 1 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC330A** O+FB4CNF030 Actual airflow: 1000 cfm Sensible capacity: 23500 Btuh 102%of load Latent capacity: 5013 Btuh 110% of load Total capacity: 28513 Btuh 103%of load SHR: 82°x6 Heating Equipment Design Conditions Outdoor design DB: 32.5°F Heat loss: 30,c 66 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC330A** FB4CNF030 Actual airflow: 1000 cfm Output capacity: 23931 Btuh 77% of load Capacity balance: 40 OF Supplemental heat required: 7034 Btuh Economic balance: -99 OF I Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 30966 Btuh 100%of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manua S. wrightsoft Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jun-14 11:43:11 Page 1 ...berHomeslRussellResLotigOceanWalMRussellResLotl9OceanWalk.rup Calc=MJ8 House faces: E I Manual S Compliance Re rt Job: Russell Res Lot 190oea.. + wrightsoft® R p. Date: 611312012 Zone 2 By: FJF DEL AIR HEATING &AIR CONDI ZONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-3332665 Fax 407-333-3853 Web: .DEL-AIR.COM Project • • For: McCumber Homes Cooling Equipment Design Conditions i Outdoor design DB: 92.7°F Sensible gain: 11986 Btuh Entering coil DB: 78.2°F Outdoor design WB: 77.1°F Latent gain: 206 Btuh Entering coil WB: 64.10F Indoor design DB: 75.0°F Total gain: 1 Btuh Indoor RH: 50% Estimated airflow: 1300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC318(A, )'"30+FB4CNF018 Actual airflow: 600 cfm Sensible capacity: 13785 Btuh 115%of load Latent capacity: 2912 Btuh 138%of load Total capacity: 16697 Btuh 118%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.50F Heat loss: 11 rO8 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC318(A, )"30+FB4CNF018 Actual airflow: 600 cfm Output capacity: 13915 Btuh 119%of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF i Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity-. 11708 Btuh 100%of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manu Is. wr wri htsoft` 2012-Jun-1411:43:119 RightSude®Universal 2012 12.0.07 RSU08057 Page 2 ...berHomeslRussellResLotl9OceanWalMRussellResLot190ceanWatk.rup Cate=MJ I House faces: E Project Summary [We: Russell Res Lot 19 Ocea wri ... htsoft� Gate: 6/132012 9 Entire House By: FJF DEL-AIR HEATING &AIR CONDII riONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax 407-333-3853 Web: .DEL-AIR.COM Project For: McCumber Homes I Notes: Design Inf• Weather: Jacksonville Int AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF O side db 93 OF Inside db 70 OF Ide db 75 OF Design TD 38 OF D ign TD 18 OF D ly range M R ative humidity 50 % M sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35938 Btuh Stricture 25407 Btuh Ducts 6736 Btuh Du.,ts 9730 Btuh Central vent(0 cfm) 0 Btuh C ral vent(0 cfm) 0 Btuh Humidification 0 Btuh BI er 0 Btuh Piping 0 Btuh Equipment load 42674 Btuh Us a manufacturer's data y Ra letsvAng multiplier 1.00 Infiltration Eq jipment sensible load 35137 Btuh Method Simplified atent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 St ucture 4664 Btuh D is 1991 Btuh Heating Cooling C tral vent (0 cfm) 0 Btuh Area(ft2) 3235 3235 E ipment latent load 6655 Btuh Volume(ft') 31484 31484 Air changes/hour 0.37 0.19 Eqiipment total load 41792 Btuh Equiv. AVF(cfm) 194 100 REq. total capacity at 0.70 SHR 4.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a M ke n/a Trade n/a Tr a n/a Model n/a C 'nd Na AHRI ref no.n/a Cil n/a A R I ref no.n/a Efficiency n/a E ciency n/a Heating input S sible cooling 0 Btuh Heating output 0 Btuh ent cooling 0 Btuh Temperature rise 0 OF T al cooling 0 Btuh Actual air flow 0 cfm A ual air flow 0 cfm Air flow factor 0 cfm/Btuh Ai flow factor 0 cfm/Btuh Static pressure 0 in H2O St is pressure 0 in H2O Space thermostat n/a sensible heat ratio 0 II Calculations approved by ACCA to meet all i equirements of Manual J 8th Ed. 2012-Jun-14 11:43:11 „^u Wr19htSOftRight-Suite®Universal 2012 12.0.07 RSUG8057 Page 1 r- ...berHomes\RussellResLotl9OceanWalk\RussellResLotl9OceanWalk.rup Calc=MJ5 House faces: E I Summa Job: Russell Res Lot 19 Ocea... + wrightsoft� Pro1 Summary Date: 6113=12 Zone 1 y DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax 407-333-3853 Web:WWY I.DEL-AIR-COM Project • • For: McC umber Homes l Notes: Design • • Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF Ou side db 93 OF Inside db 70 OF Iris de db 75 OF Design TD 38 OF De 5ign TD 18 OF Da ly range M Re ative humidity 50 % M sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27248 Btuh Stricture 17615 Btuh Ducts 3718 Btuh Dis 5536 Btuh Central vent(0 cfm) 0 Btuh C rat vent(0 cfm) 0 Btuh Humidification 0 Btuh BI er 0 Btuh Piping 0 Btuh Equipment load 30966 Btuh U manufacturer's data y R elswing multiplier 1.00 Infiltration E ipment sensible load 23151 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 St ucture 3553 Btuh D is 996 Btuh Heating Cooling C ral vent (0 cfm) 0 Btuh Area(ft2) 2078 2078 Ec jipment latent load 4549 Btuh Volume(ft3) 20949 20949 Air changes/hour 0.38 0.19 Ec jipment total load 27700 Btuh Equiv.AVF(cfm) 132 68 R . total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade BASE 13 PURON HP Trade BASE 13 PURON HP Model 25HBC330A**50 Cond 25HBC330A**50 AHRI ref no.3701055 C it FB4CNF030 A R I ref no.3701055 Efficiency 7.7 HSPF Ef iciency 11.0 EER, 13 SEER Heating input S sible cooling 22500 Btuh Heating output 30000 Btuh @ 47°F La ent cooling 7500 Btuh Temperature rise 27 OF To al cooling 30000 Btuh Actual air flow 1000 cfm A ual air flow 1000 cfm Air flow factor 0.032 cfm/Btuh Ai flow factor 0.043 cfm/Btuh Static pressure 0.40 in H2O St 3tic pressure 0.40 in H2O Space thermostat Lc ad sensible heat ratio 0.84 h Calculations approved by ACCA to meet all equirements of Manual J 8t Ed. 2012-Jun-14 11:43:11 ltt Wrightsoft, Right-Suite®Universal 2012 12.0.07 RSU08057 Page 2 ...bertiomestRussellResLotl9OceanWalklRussellResLotl9OceanWalk.rup Calc=MJ3 House faces: E it Pro ect Summa .lob: Russell Res Lot 19 Ocea... - wrightsoft� ry e: 61 3=12 Zone 2 y DEL-AIR HEATING S AIR CONDITIONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax 407-333-3853 Web:WWV DEL-AIR.COM Project Information For: McCumber Homes Notes: I Desin • • Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 OF OU side db 93 OF Inside db 70 OF Ins cle db 75 OF Design TD 38 OF De 5ign TD 18 OF Da ly range M Re ative humidity 50 % Mc isture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8690 Btuh Stricture 7792 Btuh Ducts 3018 Btuh Ducts 4194 Btuh Central vent(0 cfm) 0 Btuh Ceitral vent(0 cfm) 0 Btuh Humidification 0 Btuh Bic wer 0 Btuh Piping 0 Btuh Equipment load 11708 Btuh Us B manufacturer's data y R efswing multiplier 1.00 Infiltration Equipment sensible load 11986 Btuh Method Simplified stent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Str icture 1111 Btuh DuAs 995 Btuh Heating Cooling Ce itral vent(0 cfm) 0 Btuh Area(ft2) 1157 1208 Eq jipment latent load 2106 Btuh Volume(ft3) 10535 10535 Air changes/hour 0.35 0.18 Eq jipment total load 14092 Btuh Equiv.AVF(cfm) 62 32 Re 1. total capacity at 0.75 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade BASE 13 PURON HP Trade BASE 13 PURON HP Model 25HBC318(A,W)-30 Cond 25HBC318(A,W)""30 AHRI ref no.3699493 Cil FB4CNF018 AF RI ref no.3699493 Efficiency 8 HSPF E ciency 11.0 EER, 13 SEER Heating input SE isible cooling 13050 Btuh Heating output 17400 Btuh 47°F La ent cooling 4350 Btuh Temperature rise 26 OF To al cooling 17400 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.051 cfm/Btuh Ail flow factor 0.050 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all equirements of Manual J 8th Ed. 2012.iun-1411:43:11 wri htsoft' Right-Suite®Universal 2012 12.0.07 RSUG8057 Page 3 A—Ck ...berHomesXRussellResLotl90ceanWalktRussel[ResLotl9oceanWalk.rup Calc=MM House faces: E wrightsoft, Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Entire House Date: 6/13M12 By: FJF DEL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 327C�rNR ff 1gVLNGaK 407-333 3853 Web: DEL-AIR.COM 1 Room name r �t 2 mire House Zone 1 2 Exposed wall 73.0 ft 243.5 11 3 Room heght 9.6 ft 10.1 it 4 Room dimensions 5 Room area 3286.3 fl' 2078.3 ft2 Ty Construction U-value Or HTM Area (R2) Load Area (ft7) Load number (BtuW-'F) (BtuWfl2) or peroneter ) (Stat) or perimeter (ft) (OB3tu) Heat I Cod Gross WilsHeat Cod Gross N/P/S Heat Cool 6 12E-(6-w 0.068 n 2.55 1.43 896 am 2048 1153 696 603 1536 864 2A-2om 0.350 n 13.13 10.64 6 0 79 64 6 0 79 64 2A-2om 0.350 n 13.13 10.64 15 0 197 160 15 0 197 160 2A-2om 0.350 n 13.13 10.64 18 0 236 191 18 0 236 191 I11 2A-2om 0.360 n13.13 10.64 18 0 236 191 18 a 236 191 2A-2om 0.350 n 13.13 10.64 36 0 473 383 36 0 473 383 12E-0sw 0.068 a 2.55 1.43 954 757 1900 1086 630 478 1219 686 10C-m 0.350 a 13.13 17.99 24 8 315 432 24 8 315 432 10C-m 0.350 a 13.13 12.65 24 17 315 304 24 17 315 304 2A-2om 0.350 a 13.13 18.07 16 11 210 289 16 11 210 289 2A-2om 0.350 a 13.13 24.74 30 5 394 742 0 0 0 0 2A-2om 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2om 0.350 a 13.13 23.99 16 3 210 384 16 3 210 384 2A-2om 0.350 a 13.13 11.56 72 66 945 832 72 66 945 832 TE� 12E-0sw 0.068 s 2.55 1.43 809 1777 1981 1115 499 482 1228 691 2A-2om 0.350 s 13.13 12.20 9 0 113 105 9 0 113 105 2A-2orn 0.350 s 13.13 12.20 9 0 113 105 9 0 113 105 24-2om 0.350 s 13.13 12.20 15 0 197 183 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 954 726 1852 1042 630 445 1135 638 10C-m 0.350 w 13.13 8.69 33 33 427 282 33 33 427 282 10C-m 0.350 w 13.13 8.69 24 24 315 209 24 24 315 209 24-2tm 0.350 w 13.13 28.24 36 11 473 1017 0 0 0 0 24-2om 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2om 0.350 w 13.13 27.83 72 7 945 2004 72 7 945 2004 2A-2om 0.35D w 13.13 10.64 33 33 427 346 33 33 427 346 11DO 0.390 w 14.62 11.78 24 24 351 283 24 24 351 283 P 12B43sw 0.097 - 3.64 1.68 306 288 1048 486 197 197 715 332 L-D 11DO 0.390 n 14.62 11.78 18 18 261 210 0 a 0 0 C 16B-30ad 0.032 - 1.20 1.72 2108 2109 2531 3625 870 870 1044 1495 F 22Acpl 0.989 - 37.09 0.00 2078 244 9031 0 2078 244 9031 0 I I 6 c)AED excursion 1 17991 1 1728 Envelope bsstgain 27939 19668 21814 12998 12 a) Infitr24lion 7999 1939 5434 1317 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 23D 6 1380 6 1380 Appliances/ather 2520 1920 SMotel(lines 6 to 13) 35938 25407 27248 17615 Less extemal load 00 0 0 Less transfer0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 36908 25407 27248 17615 15 Duct loads 19% 38% 6736 9730 14% 31% 3718 5536 Total mom bad 42674 35137 30966 23151 Air required(dm) 11600 1600 1000 1000 Calculations approved by ACCA to meet all uirements of Manual J 8th Ed. wf ightsc ft" 2012-Jun-14 11:43:11 -, Right-SuiteO Universal 2012 12.0.07 RSU08057 Page 1 berHomes\RussellResLotl9OceanWalk\RussellResLotl9OceanWalk.rup Calc=MJ House faces: E +wrightsoft" Right-A)Worksheet Job: Russell Res Lot 19 OceanW.. Entire House Date: 6/13=12 By: FJF DEL-AIR HEATING &AIR CQNDITIQI11111�C 531 CODISCO WAY,SANFORD,FL 32771 hone:407- 3- ax 407-333-3853 Web: DEL-AIR.COM 1 Room name Zane 2 2 Exposed wall 129.5 ft 3 Rain to igi t 8.7 ft 4 Room dimensions 5 Room area 1208.0 W Ty Construction U-value Or HTM Area (W) Load Area LOW number (BtuWft2-'F) (BtuWft2) or perineler (ft) (Btuh) or perimeter Heat I Cod Gross WP S Heat Cod Gross WP/S Heat Cool 6 12E4Usw 0.068 n 2.55 1.43 201 201 512 288 2A-2om 11350 n 13.13 10.64 0 0 0 0 2A-2om 0350 n 13.1 10.64 0 0 0 0 2A-2cm 0.350 n 13.13 10.64 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 12E-0sw 0.068 a 2.55 1.43 324 279 711 400 10c-m 0.350 a 13.13 17.99 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 2A-2am 0.350 a 13.13 18.07 0 0 0 0 2A-2om 0.350 a 13.13 24.74 3D 5 394 742 2A-2om 0.39D a 13.13 27.42 15 0 197 411 2A-2om 11350 a 13.13 23.99 0 0 0 0 2A-2an 0.350 a 13.13 11.56 0 0 0 0 TIG 2A-2om 0.068 s 2.56 1.43 310 295 7 0 423 2A-2om 0.350 s 13.13 12.20 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 2A-2om 0.350 s 13.13 12.20 15 0 197 183 12E-0sw 0.068 w 2.55 1.43 324 281 717 403 GG 10C-m 0.360 w 13.13 8.69 0 0 0 0 10c-m 0.350 w 13.13 8.69 0 0 0 0 2A-2om 0.350 w 13.13 28.24 35 11 473 1017 2A-2om 0.360 w 13.13 19.84 7 4 91 137 2A-2an 0.350 w 13.13 27.83 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 P 12B-0sw 0.097 - 3.64 1.69 109 91 333 154 L-D 11DO 0.390 n 14.62 11.78 18 18 261 210 C 16B-30ad 0.032 1.20 1.72 1239 1239 1487 2129 F 22Acpl 0.989 37.09 0.00 0 0 0 0 I 6 c)AED excursion 71 Envelope loss/gain 6125 6571 12 a) Infiltration 2556 622 b) Room ventilation 0 0 13 1 temal gains: Occupants a 23D 0 0 Appliances/other 600 Subtotal pines 6 to 13) 8690 7742 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8680 7792 15 Duct bads 35% 54% 3018 4194 Total room bad 11708 11966 Air required(dm) 600 600 Calculations approved by ACCA to meet all uirements of Manual J 8th Ed. - - wrightsoft 2012-Jun-14 11:43:11 Right-SuitelD Universal 2012 12.0.07 RSU08057 Pae 2 berHomeslRussellResLotl9OceanWalklRussei ResLotl90ceanMik.rup Calc=MJ House faces: E g I +wrightsoft, Right-JO Worksheet Job: Russell Res Lot 19 OceanW.. Zone 1 Date: 6/13/2012 By: FJF (D,(E�L-AIROHEANT(IING &AfR 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-40333- 66 Fax 407_333_3853 Web: .DEL-AIR.COM 1 Room name Zone 1 gathering trn 2 Exposed wall 243.5 ft 31.5 ft 3 Room height 10.1 fl 10.1 ft heUcod 4 Room dimensions 1.0 x 371.3 It 5 Room area 2078.3 ft' 371.3 ft= Ty I Construction U-value Or HTM Area (ft) Area LOW number (BtuNft;•F) (Btuwftl) or perimeter ) (Btu) or perimeter (ft) (Btuh) Heal I Cod Gross I N/P Heat Cool Gross NIP/S Heat Cod 6 VV 12E-Osw 0.068 n 2.55 1.43 6.96 603 1536 864 3D 30 77 43 20k-2om 113.50 n 13.13 10.64 6 0 79 64 0 0 0 0 2A-2om 0.350 n 13.1 10.64 15 0 197 160 0 0 0 0 2A-2om 0.350 n 13.13 10.64 18 0 236 191 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 18 0 236 191 0 0 0 2A-2om 0.350 n 13.13 10.64 36 10 473 383 0 0 0 12E-0sw 0.068 a 2.55 1.43 630 478 1219 686 0 lon 0 0 1OC-m 0.350 a 13.13 17.99 24 8 315 432 0 0 0 10C-m 0.350 a 13.13 12.65 24 17 315 304 0 0 0 2A-2om 0.350 a 13.13 18.07 16 11 210 289 0 0 0 2A-2om 0.350 a 0.00 0.00 0 O 0 0 0 0 0 2A-2om 0.360 a OAS 0.00 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 16 3 210 384 0 0 0 0 2A-2om 0.350 a 13.13 11.56 72 66 945 832 0 0 0 0 TE� 12E-0sw 0.068 s 2.55 1.43 499 482 1728 691 3D 38 77 43 2A-2om 0.360 s 13.13 12.20 9 0 113 105 0 0 0 0 2A-2om 0.350 s 13.13 12.20 9 0 113 105 0 0 0 0 2A-2om 0.360 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 630 445 1135 638 257 168 429 241 10C-m 0.350 w 13.13 8.69 33 33 427 282 33 33 427 282 10C-m 0.350 w 13.13 8.69 24 24 315 209 24 24 315 209 2A-2om 0.360 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 27.83 72 7 945 2004 0 0 0 0 2A-2om 0.350 w 13.13 10.64 33 33 427 346 33 33 427 346 11DO 11390 w 14.62 11.78 24 24 351 283 0 0 0 0 P 126-0sw 0.097 - 3.64 1.69 197 197 715 332 0 0 0 0 L---D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-Mad 0.032 - 1.20 1.72 870 870 1044 1495 17 17 20 28 F 22Acpl 0.989 - 37.09 0.00 2078 244 9031 0 371 32 1168 0 I I I I 6 c)AED excursion 1728 1358 Envelope loss/gain21814 12986 2939 2551 12 a) Infiltration 5434 1317 703 170 b) Room ventilation 0 0 0 0 13 1 ntemral gains: Occupants @ 23D 6 138D 4 920 Appliances/other 1920 0 Subtotal Qares 6 to 13) 27248 17615 3642 3643 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27248 17615 3642 3643 15 Duct loads 14% 31% 3718 5636 20% 439'0 730 15W Total room load 4372 23151 4372 5198 Air required(dm) 1000 1000 141 225 Calculations approved by ACCA to meet all r equirements of Manual J 8th Ed. '..1.' wrilgh��f_ 2012,1un-1411:43:11 TRightSude@ Universal 2012 12.0.07 RSUD8057 Page 3 berHomes%Russel[ResLotl9OceanWalk%RussellResLatl9OceanV&lk.rup Calc=MJ House faces: E +wrightsoft" Right-J®Worksheet Job: Russell Res Lot 19 OceanWt.. Zone 1 Date: 6/13=12 By: FJF DEL-AIR HA�E(TIING &AIR 531 CODISCO WAY,SANFORD,FL 32771CPhoVeD:UP333(�N2�5 .407-3333853 Web: DEL-AIR-COM 1 Room name 13-dry Pantry 2 Exposed wall 18.0 ft 0 ft 3 Room height 10.1 ft hedkod 10.1 ft heat/cool 4 Room dimensions 8. x 9.5 ft 4.5 x 5.0 ft 5 Room area 80.8 ft2 22.5 ft' Ty Construction IJ-value Or HTM Aree (R2) Load Area (Rl Load (Bt uWft'-'F) (Btor perimeter (Ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cod Gross NIP S Heat Cool Gross WP/S Heat Cod 6 12E-0sw 0.068 n 2.55 1.43 95 81 206 116 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 15 0 197 160 0 0 0 0 20k-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 I11 G 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E4)sw 0.068 a 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2onn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 11.56 0 0 0 0 0 0 0 0 12E-0sw s 2.56 1.43 0 0 0 0 0 0 0 0 m 033 ?A-ta0.350 s 13.13 12.10 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.211 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E4)sw 0.068 w 2.555 1.43 86 1 62 157 88 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 20k-2om 0.35D w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.360 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 24 24 351 283 0 0 0 0 P 1264)sw 0.097 - 3.64 1.69 96 96 348 162 5D 50 183 85 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 81 81 97 139 23 23 27 39 F 22A-cp1 0.989 - 37.09 0.00 81 18 668 0 23 0 0 0 61 c)AED excursion I -8D -6 Envelope loss/gain 1 2024 866 210 118 12 a) Infiltration 402 97 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a 230 0 0 0 0 AWliences/other 600 0 Subtotal Ames 6 to 13) 2426 1564 210 118 Less extemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2426 1564 210 118 15 Duct bads 2D% 486 668 20% 43% 42 9D Total room load 2912 2232 3 ' 168 Air required(dm) 94 96 7 `4, Calculations approved by ACCA to meet all r uirements of Manual J 8th`E ' -1°1+1- wrightsoft 2012-Jun-14 11:43:11 ..:Ck Right-Suite®Universal 2012 12.0.07 RSU08057 Page 4 berHomeslRussellResLotl9OceanWalkiRussei ResLotl9DceanWWalk.rup Calc=MJE House faces: E i I i +wrightsoft, Right-J®Worksheet Job: Russell Res Lot 19OceanW.. Zone 1 Date: 6113=12 By: FJF DEL-,AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 327CONDUT�I�Q�I LK.407-333-3853 Web: DEL-AIR COM 1 Room name z 5 cafe kitchen 2 Exposed wall 37.5 ft 15.0 ft 3 Room height 10.1 ft heoucod 10.1 ft heat/cod 4 Room dimensions 11 x 218.5 ft 13.0 x 15.0 ft 5 Room area 218.5 ft' 195.0 ft' Ty Construction u-value Or HTM Area (ft2) Load Area (1112) Load number (BtuWft;-•F) (BtuWft2) or perbMer (fl) (Bor perimeter (fl) (Btuh) Heel I Cod Gross WP S Heel I Cod Gross WP/S Heat Cod 6 12E-0sw 0.066 n 2.55 1.43 131 95 242 136 0 0 0 0 2A-2om 0.360 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 36 0 473 383 0 0 0 0 12E-0sw 0.068 a 2.55 1.43 a6 62 157 88 0 0 0 0 10C-m 0.350 a 13.13 17.98 24 8 315 432 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 G. 2A-2om 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2om 0.39D a 13.13 11.56 0 0 0 0 0 0 0 0 12E-0sw 0.068 s 2.55 1.43 3D 30 77 43 151 134 342 192 2A-2om 0.350 s 13.13 12.20 0 0 0 0 9 0 113 105 2A-2orn 0.350 s 13.13 12.20 0 0 0 0 9 0 113 105 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 131 95 242 136 0 0 0 0 10C-m (1360 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 27.83 36 4 473 1002 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B-0sw 0.097 - 3.64 1.69 50 50 183 85 0 0 0 0 L--D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613313ad 0.032 - 1.20 1.72 219 219 262 375 0 0 0 0 F 22Acpl 0.989 - 37.09 0.00 219 38 1391 0 195 15 556 0 6 c)AED excursion 213 30 Erwebpe loss/gain 3815 2895 1124 372 12 a) Infiltration 837 203 335 81 b) Room ventiation 0 0 0 0 13 I Memel gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal(lines 6 t 13) 4652 3W8 1458 1653 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4652 3096 14.58 1653 151 Duct bads 20% 0%1 933 1323 -0% 0°Yo 0 0 Total room bad 1 5586 44211458 1653 Air required(dm) 180 1911 91 47 71 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. -'TTwrightt:soft 2012,Jun-14 11:43:11 Right-Sude®Universal 2012 12.0.07 RSU08057 Page 5 berHomeskRusse4lResLotl9OceanWalkkRu55elfRe5Lotl9OceanWalk.rup Calc=MJ House faces: E P +wrightsoft Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 1 Date: 6/13/2012 By: FJF DEL-AIR HEATING &AIR 531 COMSCO WAY,SANFORD,FL 32777111 Pt P 7=3� 11 Fax 407-333-3853 Web: .DEL-AIR.COM 1 Room name pricir dining nn 2 Exposed wall 0 ft 27.5 ft 3 Room height 14.1 ft twaltcod 10.1 ft heel/cod 4 Room dimensions 6.0 x 7.0 ft 13.0 x 14.5 ft 5 Room arm 42.0 ft2 188.5 ft2 Ty Constriction Li-value Or HTM Area 012) Load Area 012) Load number (Btuhfft2--"F) (Btuhfft2) or perimeter ) (Btuh) or perimeter (ft) (Btuh) Had Cod Gross WP) Heat Cod Grass I WP/S Heat Cool 6 12E-0sw 0.068 n 2.55 1.43 0 0 0 0 0 0 0 0 2A-2an 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.35D n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2an 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 G 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 131 95 242 136 -13 1OC-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 1OC-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a OM 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 13.13 11.56 0 0 0 0 36 33 473 416 TE� 12E4)sw 0.068 s 2.55 1.43 0 0 0 0 146 146 373 210 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A 2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2an 0.350 s 0.00 0.OD 0 0 0 0 0 0 0 0 12E4)sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 1OC-m 0.360 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2an 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 w 0.00 0.00 0 0 0 0 0 a 0 0 2A-2an 0.360 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2an 0.3.50 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 1264Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L---D 11DO 11390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B30ad 0.032 1.20 1.72 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 - 37.09 0.00 42 0 0 0 189 28 1020 0 6 c)AED excursion -56 Envelope loss/gain 0 -6 2107 706 12 a) Infiltration 0 0 614 149 b) Roan ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 23D 0 0 1 23D Apphwces/dher 120 0 S ubtotal(dines 6 to 13) 0 114 2721 1085 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtatal 0 114 2721 1085 151 Duct loads 1 -0% 0%1 01 0 -0% 0% 0 0 Total room bad0 114 2721 1085 Air required(dm) 0 5 88 47 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. wrightSOft" 2012Jun-1411:43:11 RighbSuite®Universal 2012 12.0.07 RSU08057 Page 6 berHomes\RussellResLotl9OceanWalklRussellResLotl9OceanWalk.rup Calc=MM House faces: E +wrightsoft, Right-M Worksheet Job: Russell Res Lot 19 OceanVIL.. Zone 1 Date: 6113r2012 By: FJF DEL-AIRHEATING &AIR 531 CODISCO WAY,SANFORD,FL 3277C1�PhNDL9333-2VFax 407-333-3853 Web: .DEL-AIR.COM 1 Room name study foyer 2 Exposedwall 16.5 ft 18.0 ft 3 Room heigtd 10.1 ft tteel/coal 10.1 ft heat/cool 4 Room dimer sats 13 x 14.5 ft 14.0 x 16.5 ft rea 5 Room a188.5 112231.0 fl' Ty Construction U-value Or HTM Area (ft2) Load Area (ftl Load number (BtuNft2-"F) (Btuwm or perimeter (ft) ( im Btdr) or pereter (ft) (Built) Heat I Cod Gross W S 1 Heat cod Gross N!P!S Heat I Cool 6 VO 12E-0sw 0.068 n2.56 1.43 35 35 90 51 20 20 51 29 2A-2om 0.350 n 13.13 10.64 0 0 D 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 a 0 0 11 2A-2om 0.360 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 11350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 131 95 242 136 141 101 258 145 1OGm 0.350 a 13.13 17.98 0 0 0 0 0 0 0 0 1OC-m 0.350 a 13.13 12.65 0 0 0 0 24 17 315 304 2A-2om 0.350 a 13.13 18.07 0 0 0 0 16 11 210 289 2A-2om 0.350 a O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 O.OD 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.98 0 0 0 0 0 0 0 0 2A-2om 0.390 a 13.13 11.56 35 33 473 416 0 0 0 0 0.068 s 2.55 1.43 0 1 0 0 0 20 20 51 29 2A-2om 2A-2om 0.350 s 13.13 12:20 0 0 Q 0 0 0 0 0 2A-2om 0.360 s 13.13 12.20 0 0 0 0 0 a 0 0 Ti 2A-2om 0.350 s O.OD 0.00 0 0 0 0 0 a 0 0 12E4)sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2om 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 2A-2am 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B4)sw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L--D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 - 37.09 0.00 189 17 612 0 231 18 668 0 61 c)AED excursion -34 1 -44 Envelope bssfgain 1417 569 1553 752 12 a) Infiltration 368 89 402 97 b) Room ventilation 0 0 0 0 13 I ntemal gains: Occuparts @ 230 0 0 0 0 Appliancesfother 0 0 S ubtotai(lens 6 to 13) 1785 658 1955 849 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1785 658 1955 849 15 Dud bads I -0% 0% 0 0 -0% 0% 0 0 Total room bad 1785 658 1 1955 849 Air required(dm) 58 28 63 37 Calculations approved by ACCA to meet all Vequirements of Manual J 8th Ed. _144- wrltghtsoft 2012-Jun-1411:43:11 Right-Suite®Universal 2012 12.0.07 RSU08057 Page 7 berHomeslRussellResLotl9OceanWalklRussellResLotl9OceanWalk.rup Calc=M 8 House faces: E I -f}+wrightsoft" Right-J®Worksheet Job: Russell Res Lot 19 Ocean(.. Zone 1 Date: 6/13=12 By: FJF DEL-AIR H1�E1AwN,TING &AIR 531 CODISCO WAY,SANFORD,FL 3277r1�PlNPw0-2IN Fax 407-333-3853 Web: DEL-AIR.COM 1 Room name 3[tioo mstr bth mstr we 2 Exposed wall 22.5 ft 4.0 ft 3 Room height 10A ft treet/cod 10.1 ft heetJcod 4 Room dinrwxwjom 1. x 183.0 ft 5.0 x 4.0 ft 5 Room area 183.0 ft2 20.0 ft' Ty Construction LLvalue Or HTM Area (ft Load Area (R1) Load number (Btuhlft?'F) (B1uNit� of perotnelor. (ft) (13tuh) or perimeter (ft) (Btuh) Heat I Cod Gross W S Heat cod Gross WP/S Heat Cod 6 12E-Osw 0.066 n 2.55 1.43 86 86 218 123 40 88 49 2A-2om 0.350 n 13.13 10.64 0 0 0 0 6 0 79 64 2A-2om 0.35D n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E4)sw 0.068 a 2.55 1.43 141 125 319 180 0 0 0 0 10C-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2am 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.98 16 3 210 384 0 0 0 0 2A-2om 0.350 a 13.13 11.56 0 0 0 0 0 0 0 0 68 s 2.56 1.43 0 0 0 0 0 0 0 0 2A-2om 0.0 2A-2om 0.390 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.2(1 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 12&Osw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A 2om 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w O.OD O.OD 0 0 0 0 0 0 0 0 2A-2om 0.360 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 1100 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 126.0sw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L---D 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 1.20 1.72 183 183 220 314 20 20 24 34 F 22Acpl 0.988 - 37.09 0.00 183 23 834 0 20 4 148 0 6 c)AED excursion 29 -8 Envelope loss/gain 1802 1030 339 139 12 a) Infiltration 502 122 89 22 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 S ubtotai Qines 6 to 13) 2304 1152 428 161 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23D4 1152 428 161 15 Duct bads 2D% 43% 4621 492 20%1 43% 86 69 Total mom load 2765 1644 1 514 229 Air required(drn) 89 71 171 10 Calculations approved by ACCA to meet all equirements of Manual J 8th Ed. wrigtftSoft" 2012-Jun-1411:43:11 Right-Suite®Universal 2012 12.0.07 RSU08057 Page 8 �` ...berHomestRussellResLotl9OceanWalktRussellResLotl9OceanMIk.rup Calc=M House faces: E i i - -wrightsoft" Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 7 Date: 6113M12 By: FJF DEL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 3277`11 PhND�7-333-ax 407-333-3853 Web: DEL-AIR.COM 1 Roomnarne ra tP mrd mstrwicint 2 Exposed wall 8.0 It 0 ft 3 Room height 10.1 ft Fed/cod 10.1 ft heat/cod 4 Room dimensions 6.0 x 8.0 ft4.5 x 8.0 ft 5 Room area 48.0 ft2 38.0 ft' Ty construction u-value Or HTM Area W) Load Area (112) Load nurrber (BtuWft2-°F) (BtuFJftzj or perimeter ) (Btuh) or perimeter (ft) (Btuh) Heel Cod Grass WP/3 Heat Cod Gross WP/S Heat Cool 6 12E-Osw 0.068 n 2.55 1.43 81 81 206 116 0 a 0 0 2A-2om 0.35D n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.360 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.354 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E4Osw 0.068 a 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 a 13.13 17.98 0 0 0 0 0 0 0 0 1OC-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2an 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.98 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 ".561 0 0 0 0 0 0 0 0 Tl� 12E-O 0.066 s 2.56 1.43 0 0 0 0 0 0 0 0 2A-2om 0.354 s 13.13 12.24 0 0 0 0 d 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E4)sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 1OC-m 0.360 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2om 0.360 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.360 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L---D 1100 0.390 n 0.00 O.OD 0 0 0 0 0 0 0 0 C 16B3Dad 0.032 - 1.20 1.72 48 48 58 82 35 36 43 62 F 22Ac0 0.988 - 37.09 0.00 48 8 297 0 36 0 0 0 6 c)AED excursion -12 3 Envelope loss/gain 560 186 43 59 12 a) Infikration 179 43 0 0 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants a 230 0 0 0 0 Appkancesldher 0 0 S uttdal(firm 6 to 13) 738 230 43 59 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 738 23D 43 59 15 Duct loads -0% 0% 01 0 -0% 0%10 0 Total roam load 738 230 I 1 1 43 59 Air required(dm) 24 10 1 3 Calculations apgxWed by ACCA to meet all uirements of Manual J 8th Ed. - wrilghtwoft 2012-Jun-14 11:43:11 r Right-Suite6 Universal 2012 12.0.07 RSU08057 Page 9 t ...berHomes\RussetlResLotl9OceanWalk%RussellResLotl9DceanWalk.rup Calc=MJ House faces: E I +wrightsoft Right-M Worksheet Job: Russell Res Lot 19 OceanWl.. Zone 1 ( Date: 6113/2012 By: FJF DEL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 327C Ph"PL79 2�5Gaz 407-333-3853 Web:WW DEL AIR.COM 1 Room name mstr rm 2 Exposed wall 45.0 ft 3 Room height 10.1 fl heat/cod 4 Room dimensions 1.1 x 253.3 it 5 Room area 253.3 ft= Ty Construction U-value Or HTM Area (ftp toad Area Load number (BtuWft2-'F) (BtuNft) or perimeter (MR) (Btuh) or perimeter Had I Cod Gross NtF S I Heat Cod Gross N/P/S Heat Cod 6 12E4)sw 0.088 n 2.55 1.43 176 140 358 201 2A-2om 0.35D n 13.13 10.64 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 2A-2om 0.350 n 13.13 10.64 18 0 236 191 11 2A-2om 0.350 n 13.13 10.64 18 0 236 191 2A-2om 0.350 n 13.13 10.64 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 10C-m 0.3.50 a 13.13 17.99 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 2A-2om 0.360 a 13.13 23.99 0 0 0 0 2A-2orn 0.350 a 13.13 11.56 0 0 0 0 12E-Osw 0.066 s 2.55 1.43 121 121 308 174 -G 2A-2om 0.35D s 13.13 12.20 0 0 0 0 TE .CG 2A-2om 0.3,50 s 13.13 12.20 0 0 0 0 2A 2om 0.350 s 0.00 0.00 0 0 0 0 12E4)sw 0.068 w 2.55 1.43 156 120 307 173 10C-m 0.350 w 13.13 8.69 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 2A-2om 0.350 w O.OD 0.00 0 0 0 0 2A-2om 0360 w 13.13 27.83 36 4 473 1002 2A-2om 0.350 w 13.13 10.64 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 R 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 L--D 11D0 0.390 n 0.00 0.00 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 245 245 294 421 F 22A-cpl 0.989 - 37.09 0.00 253 45 1669 0 6 c)AED excursion 4051 1 Envelope Ioss/gain I I 3881 2758 12 a) Infiltration 1004 243 b) Room ventiation 0 0 13 1ntemal gains: Occupants @ 230 1 230 Appkinces/ather 0 S ubtatal(laces 6 to 13) 4885 3231 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4885 3231 15 Duct loads 20% 43% 979 1380 Total room load 1 5864 4611 Air required(dm) 189 199 Calculations approved by ACCA to meet all uirements of Manual J 8th Ed. wrightsofFt 2012-Jun-1411:43:11 .:_ Right-Suite®Universal 2012 12.0.07 RSU08057 Page 10 ..berHomes\RusselfResLotl9OceanWalk%RussellResLotl9OceanWalk.rup Calc=MJ House faces: E i wrightsott, Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: x/13/2012 DEL-AIR HEATING &AIR By: FJF 531 CODISCO WAY,SANFORD,FL 3277CMNPaon��s ax 407-333 3853 We .DEL-AIR.COM 1 Room name Zane 2 rm 2 2 Exposed wall 29.5 It 24.5 ft 3 Room heist 8.7 ft 9.1 it had/cool 4 Room dimensions 13.0 x 11.5 ft 5 Room area 1208.0 ft' 149.5 ft' TY Constriction tJ-valute Or HTM Area (ft) load Area (It2) load number (BtuNft2°F) (Btuwft) or perirneter t) (Btu h) or perimeter (1t) (Btuh) -Z-Fc-.d Gross WP/ Heat Cool Gross WP/S Heat Cool 6 12E4Osw 0.068 n2.55 1.43 201 1 512 288 12 12 29 17 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n OM O.OD 0 0 0 0 0 0 0 0 2A-2orn 0.3.50 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2orn 0.350 n 0.00 ROD 0 0 0 0 0 0 0 0 2A-2orn 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 324 279 711 400 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a O.OD 0.01) 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2orn 0.360 a 13.13 24.74 30 5 394 742 0 0 0 0 2A-2orn 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2am 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 TE� 12E-Osw 0.068 s 2.55 1.43 310 753 423 105 229 129 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 2A-2xxn 0.350 s 0.00 0.00 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 15 0 197 183 15 0 197 183 12E-Osw 0.068 w 2.55 1.43 324 281 717 403 105 105 269 151 10C-m 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.35D w 13.13 28.24 36 11 473 1017 0 0 0 0 2A-2om 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2om 0.350 w 0-OD 0.00 0 0 0 0 0 0 0 0 2A-2orn 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12B4)sw 0.097 - 3.64 1.68 109 91 333 154 0 0 0 0 11DO 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 1613-Mad 0.032 - 1.20 1.72 12390 1487 2129 158 158 190 272 F 22A-cpl 0.989 - 0.00 0.00 0 0 0 0 0 0 0 61 c)AED excursion 71 -73 Envelope loss/gain 6125 6571 913 679 12 a) Infillration 2566 622 490 119 b) Room ventilation 0 01 0 0 13 1ntemai gains: Occupants @ 230 0 0 0 0 Apps wces/dher 600 0 Subtotal Pines 6 to 13) 8690 7M 1403 797 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 14 Subtotal 8690 7792 1403 797 15 Duct Toads 36% % 3018 4194 35% 54% 487 429 Total room bad F 1117D8 11966 1891 1226 Air required(dm) 600 600 97 61 Calculations approved by ACCA to meet all reguirements of Manual J 8th Ed. 444- w0ghttsoft 2012-Jun-14 W43:11 Right-Suite®Universal 2012 12.0.07 RSU08057 '� ...berHomeslRussellResLotl90ceanWalk\RussE4lResLotl9OceanWalk.rup Calc=MJ8 i lHcuse faces: E page 11 +wrightsoft" Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6113=12 By: FJF �D'EEL-AIITR�QHEEATIING &AIR 531 CODISCO WAY,SANFORD,FL 32771 P NW-333-2�� Fax 407-333-3853 Web: .DEL-AIR.COM 1 Room name rm 2 bth nn 2 b1h lav 2 Exposed wall 6.0 ft 0 ft 3 Room height 8.1 It hest/cod 8.1 ft had/cod 4 Room dimerriors 6.0 x 6.5 ft 6.0 x 5.0 ft 5 Room area 39.0 ft' 30.0 ft2 Ty Construction U-value Or HTM Area (ft3) Load Area (111) Load number (BtuHft?°F) (Btuhfft2) or perimeter ) (Btuh) or Perimeter (ft) (Btuh) Heat Cod Grass WPI 3 Haat Cool Gross WP/S Heat Cod 6 12E-)sw 0.066 n 2.55 1.43 0 0 0 0 0 0 0 0 2A-2an 0.310 n0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.360 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.360 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2an 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.351) a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 0.068 s 2.56 1.43 0 0 0 0 0 0 0 0 2A-2om 2A-2an 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.01) 0.00 0 0 0 0 0 0 0 0 2A-2om 0.35D s 13.13 12.20 0 0 0 0 0 0 0 0 112E-0sw 0.068 w 2.55 1.43 49 42 106 6D 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.360 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj 12B4Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 �-D 11DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 120 1.72 39 39 47 67 3D 30 36 52 F 22Acpl 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 103 -7 Envelope loss/gain 244 365 36 45 12 a) Infiltration 108 26 0 0 b) Roan ventilation 0 0 0 0 13 1rdemal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 0 Subtotal(lines 6 to 13) 351 392 36 45 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 351 392 36 45 151 Duct loads 35% % 122 211 35% 64% 13 24 Total room bad 473 604 T49 69 Air required(dm) 24 30 2 3 Calculations approved by ACCA to meet all rE quirements of Manual J 8th Ed. wrightsOft" 2012-Jun-14 11:43:11 Right-Suite®Universal 2012 12.0.07 RSU08057 Page 12 herHomeslRussellResLotl9OceanWalk%RusseNResLotl9OceanWalk.rup Calc=MJ8 House faces: E wrightsoftRight-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6/13/2012 DEAL-AIR HNE�ANTING &AIR By: FJF 531 CODISCO WAY,SANFORD,FL 327C PhNPA1 93-2665CFax 407-333-3853 Web:WWIA.DEL-AIR COM 1 Room name nn 2 wic rm 3 2 Exposed wall 4.0 ft 27.0 ft 3 Room height 8.1 ft Feel/cod 9.1 ft heat/cod 4 Room dimensions 7.0 x 4.D ft 13.0 x 14.0 ft 5 Room area 28.0 ft= 182.0 ft2 Ty Construction L.value Or HTM Area (R) Load Area (Y[2) Load number (BtuWft2°F) (BtUWft2) or pemreter ) (Btu h) or perimeter (ft) (Btuh) Heat Cod Gross WPIS Had Cod Gross WP/S Heat cod 6 12E4)sw 0.068 n 2.5.5 1.43 0 0 0 0 14 14 36 20 2A-2am 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.360 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 105 90 230 130 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10c-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2o n 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2am 0.350 a 13.13 24.74 0 0 0 0 15 2 197 371 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.393 a 0.00 0.00 0 0 0 0 0 0 0 0 12E4Osw 0.066 s 2.55 1.43 32 32 83 46 127 127 325 183 2A-2orn 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.35D s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om (1350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E4)sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-fn 0.350 w 0.00 OM 0 0 0 0 0 0 0 0 1OC-m Q35D w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2am 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2am 0.350 w O.OD 0.00 0 0 0 0 0 0 0 0 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 11DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-3Dad 0.032 - 1.20 1.72 28 28 34 48 189 189 227 325 F 22A-cpl 0.986 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -15 -70 Envelope loss/gain 116 80 1015 959 12 a) Infiltration 72 17 546 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occuparts @ 230 0 0 0 0 Applianceslother p p Subtatal pines 6 to 13) 188 97 1561 1091 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 188 97 1561 1091 15 Duct loads 35% 5 % ffil w 35% 54% 542 587 Total room bad 253 150 2103 1678 Air required(dm) 13 7 1108 84 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. wrighttsotat' 2012-Jun-1411:43:11 Right-Sutte9D Universal 2012 12.0.07 RSU08057 Page 13 berHomes\RussellResLotl9OceanWalkARusseltResLotl9OceanWalk.rup Calc=MJ8 House faces: E wrightsoft" Right-M Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6/13=12 By: FJF DEL-AIR RROHNEANTIING &AIR 531 CODISCO WAY,SANFORD,FL 3277C1�PhNDd07 333 2�5 Fac 407-333-3853 Web: DEL-AIR.COM 1 Room name rm 3 lav bth 2n 2 Exposed wall 6.0 ft 5.5 ft 3 Room height 8.1 ft heat/cool 8.1 ft heal/cod 4 Room dimensions 4.0 x 6.0 It 5.5 x 12.0 ft 5 Room area 24.0 ft2 66.0 ft2 Ty Construction 11-value Or HTM Area OF) Load Area (f12) Load number (BtuWft2-*F) (BtuWft2) or perimeter ) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross WP! Heat Cod Gross WP/S Heat Cool 6 12E-Osw 0.068 n 2.55 1.43 0 0 0 0 0 0 0 0 2A-2om 0.39D n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.35D n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n O.OD 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 32 32 83 46 45 30 75 42 1OC-m 0.360 a 0.OD 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2om 0.3.50 a 13.13 27.42 0 0 0 0 15 0 197 411 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.068 s 2.56 1.43 1 16 41 23 0 0 0 0 Ti 2A-zorn o.350 s o.00 0.000 0 0 0 0 o 0 a o 2A-2om 0.350 s 0.00 o.ao 0 0 0 0 0 0 0 0 2A-2om 0.35D s 13.13 12.20 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 0 a 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 1F( 12B4Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 -1'�0 11DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 - 1.20 1.72 24 24 29 41 66 66 79 113 F 22A-cpl 0.968 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -18 47 Envelope loss/gain 153 93 351 614 12 a) Infiltration 108 26 99 24 b) Roam ventilation 0 0 0 0 13 1 ntemal gains: Occuparts® 230 0 0 0 0 Appliances(other 0 a S ubtatal(lines 6 to 13) 260 119 450 63B lmss external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 260 119 450 6W 15 Duct bads 35% 5 % 90 641 35% 54% 156 343 Total room load 351 1ffi 606 981 Air required(dm) 18 9 31 49 Calculations approved bv ACCA to meet all re uirements of Manual J 8th Ed. -Fi+- wrilghtsollt Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jun-14 11:43:11 ...berHomes\RussellRestotl9OceanWalk\RussellResLotl90ceanWalk.rup Calc=MJ8 House faces: E Page 14 i wrightsoft-, Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6/132012 By: FJF DEL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 3277C1�PhoNW 333-2�S Fax 407-333-3853 Web: .DEL-AIR.COM 1 Room name rm 4 lav rm 3 wic 2 Exposed wat 6.5 ft 0 ft 3 Room height 8.1 ft heWcod 8.1 ft heat/cod 4 Room dimensions 4.5 x 6.0 ft 4.0 x 6.0 ft 5 Room area 27.0 ft2 24.0 ft' Ty Constnwtion U-value Or HTM Area (R) Load Area OF) Load number (BtuWft-"F) (Btor perimeter } (Btuh) or perimeter (ft) (Btuh) Heart Cod Gross NIP/ Heat Cool Gross WP/S Heat Cod 6 12E-Osw QOOB n 2.55 1.43 16 16 41 23 0 0 0 0 2A-2om 0.350 n O.OD O.OD 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.360 n 0.00 0.00 0 0 0 0 d 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n O.OD 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 36 36 93 52 0 0 0 0 1OC-m 0.3.90 a 0.00 0.00 0 0 0 0 0 0 0 0 1OC-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2om 0.3.50 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.350 a O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a O.OD 0.00 0 0 0 0 0 0 0 0 0.068 s 2.56 1.43 0 0 0 0 0 0 0 0 2A-2om 2A-Zom 0:350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s O.OD 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E-Osw 0.066 w 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 1OC-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 20k-2om 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om 0.35D w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 w OM 0.00 0 0 0 0 0 0 0 0 P 12B4Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 11DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 1.20 1.72 27 27 32 46 24 24 29 41 F 22A-cpl 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -20 -5 Envelope loss/gain 167 102 29 36 12 a) Infiltration 117 28 0 0 b) Room verdWion 10 0 0 0 13 Internal gains: Occupatts @ 23D 0 0 0 0 ApplWwes/ather 0 0 S ubtdal(Ines 6 to 13) 283 13D 29 36 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtatal 283 130 29 36 15 Duct bads 36% % 98 m 35% 54% 10 19 Total morn bad 362 201 39 56 Air required(dm) 20 10 2 3 Calculations approved by RCCA to meet all re uirements of Manual J 8th Ed. wrightsoft Right-SuBe@ Universal 2012 12.0.07 RSU08057 2012-Jun-14 11:43:11 '�"��'f'' ...berHomeslRussellResLot190ceanWalklRussellResLot190ceanWalk.rup Calc=MJ8 House faces: E Page 15 wrightsoft Right-M Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6/1312012 By: FJF DEAL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 3277C1�PhND�IQ(�tN(�ax 407-3333853 Web: DEL-AIR.COM 1 Room name 266 rn 4 rm 4 v k 2 Exposed wall 27.5 ft 1.5 ft 3 Room height 9.1 ft heWccd 8.1 ft heWcod 4 Room dirnensbns 13.0 x 14.5 It 5.5 x 5.5 ft 5 Room area 188.5 ft2 30.3 ft2 Ty Constriction 11-value Or HIM Area (ft2) Load Area (ft2) Load number (BtuWft2-°F) (BtuWft2) or perirneler ) p3tuh) or perimeter (f9 (Btuh) Heed Cod Gross NIP/! Heal Cool Gnoss WP/S Heat Cool 6 12E-Osw 0.068 n 2.55 1.43 132 132 336 189 12 12 31 17 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.39D n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2orn 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 105 90 230 130 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10c-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 15 2 197 371 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.390 a 0.00 OM 0 0 0 0 0 0 0 0 TE� 12E-Osw 0.068 s 2.56 1.43 000OD 15 15 37 21 0 0 0 2A-2an 0.350 s 0.00 . 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E4)sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 O.OD 0 0 0 0 0 0 0 0 10C-rn 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 24-2om 0.39D w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 - 3.64 1.69 0 0 0 0 32 32 118 55 11D0 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 166-3Oad 0.032 - 1.20 1.72 196 196 235 336 30 30 36 52 F 22Acpl 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -73 -17 Envelope loss/gain 1035 974 185 107 12 a) Infiltration 557 135 27 7 b) Room ventIation 0 0 0 0 13 1 nntemal gains: Oociparts @ 23D 0 0 0 0 Apprrarnces/other 0 0 S ubtotal pines 6 to 13) 1593 1109 212 113 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1593 1108 212 113 15 Duct beds 35% % 553 597 35% 54%1 74 61 Total room bad 2146 1706 286 174 Air required(dm) 110 85 1 15 9 Calculations approved by ACCA to meet all re uirernents of Manual J 8th Ed. 4- wrightsoft RghtSuite®Universal 2012 12.0.07 RSUD8057 2012-Jun-14 11:43:11 ""' ...berHomes\RussellResLotl9OceanWalk\Russel]ResLotl9OceanWalk.rup Calc=MJ8 House faces: E Page 16 III + wrightsoft, Right-J®Worksheet Job: Russell Res Lot 19 OceanW.. Zone 2 Date: 6/13/2012 By: FJF DEL-AIR HEATING &AIR 531 CODISCO WAY,SANFORD,FL 327 �Np�O79 14 ax 407-333-3853 Web:WWW DEL-AIR.COM 1 Room name hall recreation rm 2 Exposed wall 5.5 ft 15.5 ft 3 Room height 8.1 ft heet/cocb 8.7 ft heat/cool 4 Room dimensions 5.5 x 9.5 ft 1.0 x 367.5 ft 5 Room area 52.3 ft2 367.5 ft2 Ty Constniction U-value Or HTM Area (ft2) Load Area 012) Load rKirrber (BtuWftmF) (Btulrrft2) or perimeter ) (Bt uh) or perimeter (ft) (Btuh) Heat Cool Gross WP/I< Heat Cod Gross WP/S Heat Cool 6 12E-0sw 0.068 n 2.55 1.43 0 0 0 0 15 15 38 22 2A-2am 0.360 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.360 n 0.00 0,00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw O068 a 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.068 s 2.55 1.43 0 0 0 0 15 1 38 22 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E4Osw 0.068 w 2.55 1.43 45 45 114 64 126 90 228 128 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2orn 0.35D w 13.13 28.24 0 0 0 0 36 11 473 1017 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om a350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w O.OD 0.00 0 0 0 0 0 0 0 0 P 128.Osw 0.097 - 3.64 1.68 77 59 215 100 0 0 0 0 L--D 11DO 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 166-30ad 0.032 - 1.20 1.72 52 52 63 90 376 376 451 645 F 22Acp1 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -64 4$4 Envelope loss/gain 653 400 1228 2117 12 a) Infiltration 99 24 344 83 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a 230 0 0 0 0 Apphanaes/dher 0 600 Subtotal(Iines 6 to 13) 751 424 1572 28W Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 ol 0 0 14 Subtotal 751 424 1572 28W 15 Duct bads 35% % 261 228 35% 54% 546 1507 Trial room bad 1012 652 2118 4307 Air required(dm) 52 33 109 216 Calculations approved by RCCA to meet all re uirements of Manual J 8th Ed. wrightsoTt" 2012-Jun-14 11:43:11 Right-Suite®Universal 2072 12.0.07 RSU08057 " ...berHomes%RussellResLotl9OceanWalMRussellResLotl9OceanWalk.rup Calc=MJ8 House faces: E Page 17 Job: Russell Res Lot 19 Ocea... - f- wrightsoft°° Duct System Summary Date: 6/13=12 Zone 1 By: FJF DEL AIR HEATING & AIR CONDII ZONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax 407-333-3853 Web:WWW DEL-AIR.COM Projecti • For: McCumber Homes Heatin Cooling External static pressure 0.40 in H 0.40 in H2O Pressure losses 0 in H 0 in H2O Available static pressure 0.40 in H O 0.40 in H2O Supply/ return available pressure 0.2010.20 in H 0.20/0.20 in H2O Lowest friction rate 0.224 in/1 0.224 in/100ft Actual air flow 1000 cfm 1 1000 cfm Total effective length(TEL) 179 ft • • Branch Detail t Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk cafe C 4421 180 191 0 Ox 0 VIFx 0 0 dining rm h 2721 88 47 0.249 6. Ox 0 VIFX 50.7 110.0 st4 foyer h 1955 63 37 0.258 6. Ox 0 VIFX 45.3 110.0 st4 gathering rm c 2599 71 112 0.266 6. Ox 0 VIFX 40.1 110.0 st4 gathering rm-A C 2599 71 112 0.265 6.0 Ox 0 VIFX 41.1 110.0 st4 kitchen c 1653 47 71 0.243 6. Ox 0 VIFx 54.3 110.0 st3 laundry c 2232 94 96 0.224 6. Ox 0 VIFX 68.7 110.0 st3 mstr bth h 2765 89 71 0.330 5A Ox 0 VIFx 26.4 95.0 st1 mstrrm C 2305 95 100 0.363 6A 0x0 VIFX 15.1 95.0 st1 mstrrm-A c 2305 95 100 0.364 6. 0x0 VIFX 15.0 95.0 st1 mstrwc h 514 17 10 0.328 4.C Ox 0 VIFX 26.9 95.0 st1 mstrwic h 738 24 10 0.340 4.0 Ox 0 VIFX 22.5 95.0 st1 mstrwic int C 59 1 3 0.347 4. Ox 0 VIFx 20.4 95.0 st1 pantry h 252 8 7 0.228 4. Ox 0 VIFX 65.5 110.0 st3 pwdr c 114 0 5 0.254 4. Ox 0 VIFx 47.4 110.0 st4 study h 1785 58 28 0.253 6. Ox 0 VIFx 48.3 110.0 st4 i • Trunk Detfli Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 149 175 0.224 655 7.0 0 x 0 VinlFlx st1 st4 Peak AVF 350 341 0.249 641 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 820 809 0.224 587 16.0 0 x 0 VinlFlx 2012-Jun-1411:43:15 CCK+ wrightsoft Right-Suite®Universal 2012 12.0.07 RSU08057 Page 1 ...berHomeslRussellResLotl9OceanWalk\RussellResLotl9OceanWalk.rup Calc=MJ8 -louse faces: E i Return Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx I I I I I I ACCK j. wri htsoft 2012-Jun-14 11:43:15 r" 9 RghtSuite@ Universal 2012 12.0.07 RSU08057 Page 2 ...berHomes\RussellResLotl9OceanWalk\RussellResLotl9OceanWalk.rup Cak =MJ8 House faces: E i I N� i i .- p �p 00 J O� cli .P w N -. to w N •- CD tD 'L3 (~D ACD n o � O o ¢ ¢ a z iD '' o` uc o v- ¢' a, O .S aq rb UQ CD fD '3 .+ VOQ O A vyi fD S a - s � o o` O W E3 CD 0 CD a CD w C N yy r* a✓ co R CD c. ° CD ,� O CD 0 C ti. 0 � r. CD �J CD N c CDCD .°�� o ° N O ° CDCDN CL z � o � �. 0 ° s eD � ► O ° o \ � w o A'_ Q. c �.....�. CAD OCD E�3 III t � 7d v' o �, o o ;� °, - `� co N -- co v' Ni to rn CD ,�� CD n cn c• ¢ N CD CD UQ v� d O C N aq O A� co Nl CD W c 1 b d o r• iN O f� A � d N r 0 I 1 � } 'n .-• � � J � M2004, �--� va S o vs C ER CD o_ m. a a O ya ¢ o uq Ul UQ N CD=D is. O (D o N C n CyA N O A 0 Uh U p b 0 A i\ axe,n a. O C r• V, r 0 r CD C CD CDp c CD c ,� s (D El :� R '1 ve O 3 c: CIS va CD CD i CD --. o ,0 c7- CD CD CD °' c V w A 5 ICIDD Q p O rr�n A� (C9 CD CDO. G CD z N o C 0- c w P o o' zs rDD n � � lam] '-' `� � �• to �a " o CD CD OR W o •°�, LA 51.2 0 r CD N 0CD a o CD 0 CD o CD Ridgway Roof Ti uss Company (Trusses and Prefabricated Bi lilding Components) Mailing: P.O. Box 1309—Gainesville, Florida3260,2 Physical: 235 SW 11th Place— ainesville, Florida 32601 Telephone: (352) 376-4436 Email: Sales@ RidgwayTruss.com FAX: (352) 371-3316 www.RidgwayTruss.com --- MOM WAR] [ING S 11� Cz THESE TRUSS S MUST BEr HANDLED AN ERECTED ACCORDIN TO BCSI C.) z0 \01x SUMMARY SHEETS o http://www.sbcindustry.docs/( 6 bcsi booklet fina . U q ° A 0 0 ww� i�z SEE TABLE OF CONTENT oW SEALED DESIGN ANUAL PROJECT NAME: Russell Residen e Lot 19 Oceanwalk JOB NUMBER: 12-0330 CONTRACTOR: 84 Lumber Oran Park FL HATE: 05/24/2012 'rt REVISIONS: ` g3 COMMENTS: Lumber design values ar in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely n lumber values established by others. MiTek " RE: 120330- ROOF DESIGN INFO MiTek USA, Inc. Site Information: 6904 Parke East Blvd. aTFL i361Q Customer Info: 84 LUMBER-ORANGE PARK Project Name: Russell Res. Lot 19 C�criwa K o el: e - Lot/Block: - Subdivision: - Address: City: St.Augustine State: FL Name Address and License#of Structural Engineer of Reco ,If there is one,for the building. Name: License#:[d Address: City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010 Design Pro m: Online Plus 30.0.008 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: /A psf Roof Load: 37.0 psf This package includes 32 individual,dated Truss Design Drawin s and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the T uss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Pro essional Engineers Rule% LJI - -- - ------ — -- �L� o s T J russ Name D�a �No. Seal# Trus Name Date L E W a N No. Seal# 174401723 �1 _ 01211_$ LT440174Q �R18 5/23/012 = o = w -_._LTA T24_1 —X5/23/012 9_tT4401741 �R 19 __ 5/23/012)�? 2� E _ t- 13 _ 1T4401725 1R3 15!23/012 120 1T4401742_1R19A J 5/23/012 �= c W ° oi. — UJ --- ____ -- — cn - t E o, , 4 IT4401726 R4 5/23/012 21 T4401743 R20 5/23/012 o d W c z 1— — - --- L—--1 -1- — --J -- I 15_ _J14400 727 R5 15/23/012122 _ IT4401744 IR21 _15/23/01 T2 9, z z °- W 16 _ 1T4401728 R6 c c _ _ --z ~ _15/23/012 23 �T4401745__LT1___ 15/23/01 o ' °' "' 'S h a ¢ h V 17 ___IT4401729 R7 5/23/012_124 T4401746 _LT1A _ 1.5/23%012)w E �8 I T4401730 I R8 5/23/012.125_401747 I T2 _ 5/23/012 > __ -= - El 0 11 ci o 19__174401731 J R9 — 5/23/012 12.6 __1T4401748 __f -T 2A z N 11_0_ 174401732 _1R10„ _-----[5/23/612 27 __LT4401749_j V1 111_174401733__1R1 1 15/23/012.128 _1T4401750_I V2 - _ 5/23/012] w;L w z L 2 iT440i734 R12 15/231012129 14401751 LV3 __ �5l23/012 �a o S y W ?`J 113 ,74401735 1R 13 15/231012130 1 T4401752 1V4 _ _15/23/0121 d > „- a � z u 11.4.. IT4401736�R14 15/23/012.131___ 174401753 _1 V5 _15/23/012 0 ¢ o o c w a w 15 I T4401737 R 15 z �' ' ¢z � _--__-15/23/012 132 _ J T4401754 J V6 _._.____—_1_5/23/012 o g i= ,; � Q w N o 16f 74401738 R16 _ �5/23/012 Z a s zcn 117 T4401739 R17 _15!23/012 1 a L o o 0 L7 cc = n The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters add JF ...... �} °, J d e provided by Ridgway Roof Trusses. '. Truss Design Engineer's Name: Magid, Michael „Gv, My license renewal date for the state of Florida is February 28, 2013. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss ' +D t components shown. The suitability and use of this component g c, for any particular building is the responsibility of the building d"},� c.`.. ..--o-1 `` % designer, per ANSI/TPI-1 Sec. 2. ''+;�� t�N IN,t-`�� ftl(t41{1��� �L Cert. 6634 May 23,2012 Magid,Michael 1 of I IIS Table of Cqntents 1.General Notes 2.WTCA 1-1995 ( Stand rd Responsibilities in the Design Process involving Metal Plate Connected Wooc Trusses) 3.Engineering (insert) 4.Layout of Truss Place ent Plan (insert) s. Jobsite Package w/ B SI B-1, B-2, B-3 and B-4( Handling, Installing and Bracing Information) http://www.sbcindustry.com/d cs/06 bcsi_booklet_final.pdf 6.Standard Chord and Web Repairs 7.Examples of Permane rit Web Bracing I '"rrA 1 5937 Wood Trus Council of America Meadowood 608/274-3329(fax) Standard Res onsibilities in the Desi n Process Involving etal Plate Connected ood Trusses MWffTCA -1995 Developed by the WTCA Eng neering Review Committee in cooperation with th6 Truss Plate Institute it I 2.0 OWNER RESP NSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNE RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the 3 Review and approve the Truss Placement Plan and each following: Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design 3.2.2 Information to fully determine all truss profiles; Documents,the effect of eachTruss Design Drawing and Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live toads applicable to eachTruss including, braced buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 44 Provide the approved Truss Design Drawings,approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 45 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and eachTruss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 46 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review,approval and return of eachTruss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 i I I Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 RI 2 HIPP 211100 9 0 o T4401723 Russell Res. Lot 19 Oceanwalk HO 4-0-10 NO 4-0-10 m N OD 0 .d TC 1 2-11-8 1 4-3-3 160311 1 9-8-5 16-0-0 18-11-8 4x8= 4x4= B C 3x5= 3x5= 0 P 9 F E 2x4 4x5= 5x6 J 5x6 i 3x4 I� 3x4 II 5x6,i M N #5x6�1 I 5x6= I 5x6= 11-0-0 U N S H +) i 15- 5- ILI R L Sl K T 3x6 11 6x6= 8x10= 6x6= 3x6 11 *2x4 I 21-11- ALL PLATES ARE MT2020, # = PLATE SE XCTED IN PLATE MONITOR (+)2x6 SP#2 see * For Typical Gable Plate Size and Placement Scale:0.172"=1' MiTek& Online Plus^ APPROX. TRUSS WEI HT: 280.6 LBS Online Plus --Version 30.0.008 with 2.0 4.0 plates each and. RUN DATE: 23-MAY-12 Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: ----------Top Chorda---------- MiTek In ustries, Inc. Southern Pine lumber design U -M 0.21 571 C 0.00 0.21 6904 Pa ke East Blvd. values are those effective M -0 0.21 600 C 0.00 0.21 Tampa, 71, 33610 06-01-12 by SPIB//ALSC UON O -B 0.14 289 C 0.00 0.14 CSI -Size- ----Lumber---- B -C 0.10 227 C 0.00 0.10 REFER TO ONLINE PLUS GENERAL TC 0.21 2x 4 SP-#2 C -P 0.14 291 C 0.00 0.14 NOTES SYMBOLS SHEET FOR BC 0.34 2x12 SP-#2 P -N 0.21 600 C 0.00 0.21 ADDITION SPECIFICATIONS. WB 0.30 2x 4 SP-#3 N -S 0.21 571 C 0.00 0.21 ACT 0.12 2x 4 SP-#3 --------Bottom Chords--------- NOTES: AWT 0.02 2. 4 SP-#3 R -L 0.33 0 T 0.00 0.33 Trusses lanufactured by: L -S1 0.34 0 T 0.00 0.34 RIDGW Y ROOF TRUSS Brace truss as follows: SS-K 0.34 0 T 0.00 0.34 Analysis Conforms To: O.C. From To K -T 0.01 0 T 0.00 0.01 FBC201 TC Cont. 0- 0- 0 21-11- 0 -------------Web a------------- TPI 20 7 or 48.0" 0- 0- 0 21-11- 0 R -U 0.30 968 C WindLd Design c-ked for 10 paf non- BC Cont. 0- 0- 0 21-11- 0 U -L 0.29 733 T concur rent LL on BC. or 120.0" 0- 0- 0 21-11- 0 L -M 0.19 311 C Trues de igned for wind loads Cont. Attic Chorda (Top) K-N 0.19 311 C in the plane of the truss or 72.0" Attic Chords (Top) K-S 0.29 733 T only. For studs exposed to T -S 0.30 968 C WindLd wind ( ormal to the face), psf-Id Dead Live ------Attic Chords (Top)------ see St mdard Industry Gable TC 7.0 20.0 O -F 0.11 296 C 0.10 0.01 End ails as applicable, BC 10.0 0.0 F -E 0.12 298 C 0.11 0.01 or con3ult qualified TC+BC 17.0 20.0 E -P 0.12 298 C 0.11 0.01 Ruildi g Designer as per Total 37.0 Spacing 24.0" -------Attic Web. (Top)------- ANSI/ I 1. Lumber Duration Factor 1.25 F -B 0.01 31 T NOTE: U R MODIFIED PLATES Plate Duration Factor 1.25 B -E 0.02 82 T This d sign may have plates e Flo Fc Ft Emin E -C 0.02 63 T select through a plate TC 1.15 1.10 1.10 1.10 mcnit . rt�tii�ri BC 1.10 1.10 1.10 1.10 TL Defl -0.47" in L -K L/554 Partial ength live loads LL Defl -0.36" in L -K L/721 check . `1. S JJJ Total Load Reactions (Lbs) Shear // Grain in L -S1 0.36 Wind Lo - ANSI / ASCE 7-10 - it Down Uplift Soria- Truss i designed as •EeAr R 3261 198 R Plates for each ply each face. Compo nts and Claddings* ♦ `ry. v rYY e• •/• f Plate - MT20 20 Ga, Gra. Area for E rior zone location. .� ••+•� `•• --�, it Srg Size Required Plate - MT2H 20 Ga, Gross Area Wind ed: 130 mph .' ---+• No 53681 �• .• R 263.0" 0"-to- 263" Plata - Me 20 Ga, Gross Area Risk tegory iI �;.,,k • ,* ,,. Jt Type PIt Size X Y JSI Mean of Height: 22-0 LC# 1 Attic Loading U MT20 5.Ox 6.0 Ctr-0.4 0.57 Expos Category: B e r Dur Fetrs - Lbr 1.25 Plt 1.25 M MT20 3.Ox 4.0 Ctr Ctr 0.16 Buil Type: Enclosed f ` plf - Dead Live* From To O MT20 3.Ox 5.0 Ctr Ctr 0.14 TC De Load: 4.0 psf .��. ,.{��' - `'�• TC V 14 40 0.0' 21.9' B MT20 4.Ox 8.0 Ctr-0.2 0.64 BC Dead Load: 6.0 paf �T+ "+ STATE J F ; 441 BC V 20 0 0.0' 21.9' C MT20 4.0x 4.0 Ctr Ctr 0.58 Max co force 968 Lb e C L0 TC V 10 0 3.2' 7.2' P MT20 3.0 x 5.0 Ctr Ctr 0.14 Max to force 733 Lbs ,.{1••�fi ++. .�� TC V 10 0 14.7' 18.7' N MT20 3.Ox 4.0 Ctr Ctr 0.18 Connector Plate Fabrication ,IJ {}•.!� 0 R BC V 10 80 3.2' 18.7' S MT20 5.Ox 6.0 Ctr-0.4 0.57 Toler ce =206 JJJ V •,�.•••••• ,`t MA V 10 0 7.4' 14.5' R MT20 3.Ox 6.0 Ctr Ctr 0.19 This t s is designed for a ) { WB S 10 0 M L L MT20 6.Ox 6.0 Ctr Ctr 0.30 creep actor of 1.5 which JJJ(I ON A WB S 10 0 N K S1 MT20 8.0x10.0 Ctr Ctr 0.73 is u to calculate total 'ftldlttfl'�� K MT20 6.Ox 6.0 Ctr Cts 0.30 load flection. Plus 21 Wind Load Ca.e(s) T MT20 3.Ox 6.0 Ctr Ctr 0.19 Plus 2 Unbalanced Load Cases F MT20 2.Ox 4.0 Ctr Ctr 0.30 C( ('`�y..}. GI^�3/1 Plus 1 UBC LL Load Case(s) E MT20 4.Ox 5.0-0.9 0.3 0.29 f_L Cert. 6634 Plus 1 DL Load Case(s) Plus 1 Attic 2 Load Case(.) 2 Gable studs to be attached Online Plus-0 Copyright MiTeke 1996-2012 Version 30.0.008 Engineering-Portrait 523/2012 2:46:59 PM Pagel May 23,20 12 1 2 Type an Engineering Job Mark 4 P En inee n e Pl Hl Left OH Right OH 8 S i 120330 R3 10 HIPP 211100 9 1- 8- 8 0 T4401725 Russell Res. Lot 19 Oceanwalk HO 4-7-8 HO 4-7-8 G) m o co 00 m o 0 0 0 0 0 in rn + OD r .-I o 0 .4 TC oOH 0- N 1 6-5-8 -6-0 13-5- 1 118-11-8 1 N IN 4x8- 4x4- B C 3x5= 3x5= O P 3x4 11 2x4 11 4x5= 3x4 II 9 7x8 iM N 7x8� 9 U V 2x4 11 m 2x411 11-0-0 Q N S ` I 0 15- 5- 0 R T 4x5= L K 4x5= W:508 10x10 - 10x10= W:508 R:1739 R:1639 U: 15 BC 3-3-0 1 121-11-0 21-11 0 ALL PLATES MT2020 Scale:0.167"=1' MiTek,2 Online P1usTM APPROX. TRUSS WEI HT: 279.3 LBS Online Plus --Version 30.0.008 plf - Dead Live• From To Jt Type Plt Size X Y JSI load deflection. RUN DATE: 23-14AY-12 TC V 14 40 0.0' 21.9' Q MT20 2.Ox 4.0 Ctr Ctr 0.33 BC V 20 0 0.0' 21.9' U MT20 7.0x 8.0-0.8-0.6 0.94 Southern Pine lumber design TO V 10 0 3.2' 6.5' M MT20 3.Ox 4.0 Ctr Ctr 0.36 values are those effective TO V 10 0 15.5' 18.7' O MT20 3.0x 5.0 Ctr Ctr 0.26 06-01-12 by SPIB//ALSC UON BC V 10 80 3.2' 18.7' B MT20 4.Ox 8.0 Ctr-0.2 0.64 CSI -Size- ----Lumber---- MA V 10 0 6.7' 15.3' C MT20 4.Ox 4.0 Ctr Ctr 0.58 TC 0.88 2. 4 SP_#1 WB S 10 0 M L P MT20 3.0x 5.0 Ctr Ctr 0.25 -- 0.05 2x 6 SP-#2 WB S 10 0 N K N MT20 3.Ox 4.0 Ctr Ctr 0.36 Q -U V -S V MT20 7.Ox 8.0 0.8-0.6 0.95 -- 0.30 2x 4 SP-#2 Plus 21 Wind Load Case(s) S MT20 2.Ox 4.0 Ctr Ctr 0.29 B -C Plus 2 Unbalanced Load Cases R MT20 4.Ox 5.0 Ctr Ctr 0.59 SC 0.93 2x12 SP-#2 Plus 1 UBC LL Load Case(s) L MT20 0.0x10.0 Cts 1.4 0.96 -- 0.22 2x 8 SP-2400f-2.OE Plus 1 DL Load Case(a) K MT20 0.0x10.0 Ctr 1.4 0.96 R -L K -T Plus 1 Attic 2 Load Case(s) T MT20 4.Ox 5.0 Ctr Ctr 0.59 WB 0.56 2x 4 SP-#3 F MT20 2.Ox 4.0 Ctr Ctr 0.33 ACT 0.76 2x 4 SP-#3 Mambr CSI P Lbs Axl-CSI-Bnd E MT20 4.Ox 5.0-1.0 0.2 0.28 ANT 0.04 2x 4 SP-#3 ----------Top Chords---------- Q -U 0.05 118 T 0.00 0.05 REVIEWED BY: Brace truss as follows: U -M 0.77 1167 C 0.00 0.77 MiTek Industries, Inc. O.C. From To M -0 0.88 871 C 0.00 0.88 6904 Parke East Blvd. TC Cont. 0- 0- 0 21-11- 0 O -B 0.58 239 C 0.00 0.58 Tampa, 33610 or 48.0" 0- 0- 0 21-11- 0 8 -C 0.30 199 T 0.00 0.30 BC Cont. 0- 0- 0 21-11- 0 C -P 0.58 254 C 0.00 0.58 REFER TO ONLINE PLUS GENERAL or 54.0" 0- 0- 0 21-11- 0 P -N O.BB 871 C 0.00 0.88 NOTES SYMBOLS SHEET FOR Cont. Attic Chords (Top) N -V 0.77 1167 C 0.00 0.77 ADDITION SPECIFICATIONS. or 66.0" Attic Chords (Top) V -S 0.05 115 T 0.00 0.05 Continuous Lateral Restraint --------Bottom Chords--------- NOTES: req'd at mid-point of webs: R -L 0.22 553 T 0.01 0.21 Trusses nufactured by: # R -U V -T L -K 0.93 794 T 0.05 0.88 RIDGWLY ROOF TRUSS Attach CLR with (2)-10d nails K -T 0.22 553 T 0.01 0.21 Analysis Conforms To: �oII�I1y� at each web. -------------Webs------------- FBC201 Refer to BCSI for diagonal R -Q 0.20 176 T WindLd TPI 20)7 restraint requirements. R -U 0.55 1976 C 1 Br ON Loadi g ` P • 17 O U -L 0.40 992 T Soffit psf 2.0 ,,4 ` oe`�, ��Ar -7(.'1✓fes paf-Ld Dead Live L -M 0.31 773 T Design c ecked for 10 pelf non- ® i W rY �'•••eV� j TO 7.0 20.0 K -N 0.31 773 T concur ent LL on BC. ® ••• BC 10.0 0.0 K -V 0.40 991 T Partial- ength live loads .,�'„ -•e No 53681 �•f .,n TO BC 17.0 20.0 V -T 0.56 1980 C I Br checks . Total 37.0 Spacing 24.0" T -S 0.10 95 T WindLd Wind Loa - ANSI / ASCE 7-10 • n. Lumber Duration Factor 1.25 ------Attic Chords (Top)------ Trusa is designed as Plate Duration Factor 1.25 O -F 0.72 869 C 0.70 0.02 Components and Claddings* Tb Fc Ft Emin F -E 0.74 870 C 0.70 0.04 for Ex rior zone location. a •+ TC 1.15 1.10 1.10 1.10 E -P 0.76 855 C 0.68 0.08 Wind 9 ed: 130 mph .. ,)+ " STATE ✓(- W BC 1.10 1.10 1.10 1.10 -------Attic Webs T Risk Category II / F -B 0.02 43 T Mean f Height: 22-0 ♦ ,r(\ n �• ��"• Total Load Reactions (Lbs) B -E 0.04 93 T Exposu Category: B �/'� ••. fl l �+ •(��� Jt Down Uplift Horiz- E -C 0.02 67 T Buildi g Type: Enclosed Y`®( fq • .,..•• \`-' A% R 1739 15 U 247 R TC Deal Load: 4.0 psf T 1639 247 R TL Defl -0.67" in L -K L/377 BC Deal Load: 6.0 psf LL Defl -0.51" in L -K L/490 Max comp force 1980 Lbs Jt Erg Size Required Shear // Grain in U -M 0.51 Max tens force 992 Lbs R 5.5" 1.5" Connecto Plate Fabrication --� T 5.5" 1.5" Plates for each ply each face. Toler ce - 20% C1 Cert. L+ +J 7i Plate - MT20 20 Ga, Gross Area This t s is designed for a f L 41 IC CJ J`t LC# 1 Attic Loading Plate - MT2H 20 Ga, Groes Area creep ffactor of 1.5 which Our Fetra - Lbr 1.25 Plt 1.25 Plate - M818 18 Ga, Gross Area is use J to calculate total Online Plus'"'0 Copyright MiTeMb 1996-2012 Version 30.0.008 Engineering-Portrait 5/232012 2'47.07 PM Page 1 May 23,20.1 12 I I Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 RS 1 TR 220000 7 0 0 T4401727 Russell Res. Lot 19 Oceanwalk 80 4 HO 4 TC 5-9-0 11-0-0 16-3-0 22-0-0 5x - B 5x5% 5x5 F G 7-4-11 ' 6-5-4 7 7 3x5 i 3x5, 3x5% 3x5 rr A C HE (+) (+) 8 E S1 D 3x5- 2x4i 4x5- 3x6- 4x5- 3x5- *2x4 II W:508 W:508 W:508 R: 56 R: 821 R: 675 U: 36 U: 182 U: 128 i BC 3-2-3.2 7-8-3 -3-13 1 22- 22-1-0 - 22- -0 ALL PLATES ARE MT2020 (+)2x6 S P#2 See * For Typical Gable Plate Size and Placement Scale:0.253"=1' Mire kCu Online Plus' APPROX. TRUSSWEI HT: 225.5 LBS Online Plus -- Version 30.0.008 D -C 0.44 851 T 0.18 .26 Wind Loads - ANSI / ASCE 7-10 RUN DATE: 23-MAY-12 -------------Webs--------- --- Truss is designed as H -F 0.40 918 C Components and Claddings* Southern Pine lumber design F -E 0.04 148 T for Exterior zone location. values are those effective E -B 0.04 145 T Wind Speed: 130 mph 06-01-12 by SPIB//ALSC UON B -D 0.18 469 T Risk Category : II CSI -Size- ----Lumber---- D -G 0.09 276 C Mean Roo£ Height: 22-0 TC 0.32 2x 4 SP-#2 Exposure Category: B BC 0.44 2x 4 SP-#2 TL Defl -0.15" in D -C L 999 Building Type: Enclosed WB 0.40 2x 4 SP-#3 LL De£1 -0.06" in D -C L 999 TC Dead Load: 4.0 psf Shear // Grain in G -C .19 BC Dead Load: 6.0 psf Brace truss as follows: User-defined wind-exposed BC O.C. From To Plates for each ply each f ce. regions --From-- ---To--- TC Cont. 0- 0- 0 22- 0- 0 Plate - MT20 20 Ga, Gross ea 0- 0- 0 3- 2-12 or 48.0" 0- 0- 0 22- 0- 0 Plate - MT2H 20 Ga, Gross xea Max comp. force 969 Lbs BC Cont. 0- 0- 0 22- 0- 0 Plate - MS18 18 Ga, Gross xea Max tens. force 851 Lbs or 72.0" 0- 0- 0 22- 0- 0 Jt Type Plt Size X Y JSI Connector Plate Fabrication A MT20 3.Ox 5.0 Ctr Ctr .45 Tolerance = 20% psf-Ld Dead Live F MT20 5.Ox 5.0-0.3 0.5 .66 This truss is designed for a TC 7.0 20.0 B MT20 5.Ox 5.0 Ctr Ctr .43 creep factor of 1.5 which BC 10.0 0.0 G MT20 5.Ox 5.0 0.3 0.5 .69 is used to calculate total TC+BC 17.0 20.0 C MT20 3.Ox 5.0 Ctr Ctr .45 load deflection. Total 37.0 Spacing 24.0" H MT20 2.Ox 4.0 Ctr Ctr .45 Lumber Duration Factor 1.25 E MT20 4.Ox 5.0 Ctr Ctr .24 Plate Duration Factor 1.25 S1 MT20 3.Ox 6.0 Ctr Ctr .39 Fb Fc Ft Emin D MT20 4.Ox 5.0 Ctr Ctr .24 TC 1.15 1.10 1.10 1.10 BC 1.10 1.10 1.10 1.10 16 Gable studs to be atter hed a with 2.0x4.0 plates each d. Total Load Reactions (Lbs) REVIEWED BY: Jt Down AA56 Uplift HzIndustries, , 37U 116R 6904 Parke East Blvd. t t L, �i.' �Srrf'!!!!! H 822 182 U Tampa, FL 33610 ♦tP •,,,,,; � /// • C 676 128 U 116 R ♦ Ca ` REFER TO ONLINE PLUS GENE ,4♦ •,��Ci �,``• .'� /r Jt Brig Size Required NOTES AND SYMBOLS SHEET FO •. '• ', �"' A 5.5" 1.5" ADDITIONAL SPECIFICATIONS. .�.. --- %^ IVO rJ 3681 N C 5.5" 1.5" NOTES: Trusses Manufactured by: 1k r Plus 21 Wind Load Case(s) RIDGWAY ROOF TRUSS Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 DL Load Case(s) FBC2010 •" •`• STATE O F TPI 2007 +• `• �` Membr CSI P Lbs Axl-CSI-Bnd Design checked for 30 psf on- � ,{�••A �,• ----------Top Chords---------- concurrent LL on BC. f \`n• 0 R L•• A -£ 0.31 110 T 0.03 0.28 Truss designed for wind to ds % plane the trusa B -G 0.29 841 C 0.01 0.28 only. For studsexposed to !lltlOt,� ►l�`@` G -C 0.32 969 C 0.01 0.31 wind (normal to the facei, --------Bottom Chords--------- see Standard Industry G le A -H 0.22 122 C 0.00 0.22 End Details as applicabl , y+r� H -E 0.24 539 T 0.06 0.18 or consult qualified FL Cert. 6634 E -S1 0.23 491 T 0.05 0.18 Building Designer as per S1-D 0.37 491 T 0.05 0.32 ANSI/TPI 1. Online PWsTM 0 Copyright MiTeke 1996-2012 Version 30.0.005 Engineering-Portrait 5123r201224711 PM Pagel May 23,201 2 Job mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 R7 1 MONO 120000 7 1- 8- 0 0 T4401729 Russell Res. Lot 19 Oceanwalk BO 6-10 no 7-6-10 TC 1-8-0 5-11-4 12-0-0 2x4 11 B 7 5x E 8-6-1 7-6-10 3x5 11 A C 3x4- *2x4 11 2 4 11 BC 6-1-0 1 12-0-0 12-)-0 ALL PLATES ARE MT2020 See * For Typical Gable Plate Size and Placement Scale:0.262"=1' MiTek!a, Online Plus- APPROX. TRUSS WEI HT: 140.2 LBS Online Plus -- Version 30.0.008 D -C 0.25 0 T 0. 0.25 or consult qualified RUN DATE: 23-MAY-12 -------------Webs------ ------ Building Designer as per D -E 0.06 180 C ANSI/TPI 1. Southern Pine lumber design E -C 0.31 328 C Wind Loads - ANSI / ASCE 7-10 values are those effective C -B 0.37 213 C Win d Truss is designed as 06-01-12 by SPIB//ALSC UON Components and Claddings* CSI Size- Lumber---- TL Defl -0.06" in D - L/999 for Exterior zone location. TC 0.44 2x 4 SP-#2 LL Defl -0.03" in D -C L/999 Wind Speed: 130 mph -- 0.15 2x 6 SP-#2 Shear // Grain in E -E 0.21 Risk Category II A -E Mean Roof Height: 22-0 BC 0.25 2x 4 SP-#2 Plates for each ply eac face. Exposure Category: B WB 0.37 2x 4 SP-#3 Plate - MT20 20 Ga, Gross Area Building Type: Enclosed Plate - MT2H 20 Ga, Gross Area TC Dead Load: 4.0 psf Brace truss as follows: Plate - MS18 18 Ga, Gross Area BC Dead Load: 6.0 psf O.C. From To it Type Plt Size X Y JSI Max comp. force 328 Lbs TC Cont. 0- 0- 0 12- 0- 0 A MT20 3.Ox 5.0 Ctr C.6 0.53 Max tens. force 226 Lbs or 48.0" 0- 0- 0 12- 0- 0 E MT20 5.Ox 6.0 1.0 3.2 0.85 Connector Plate Fabrication BC Cont. 0- 0- 0 12- 0- 0 B MT20 2.Ox 4.0 Ctr Ctr 0.17 Tolerance = 20% or 120.0" 0- 0- 0 12- 0- 0 D MT20 2.Ox 4.0 Ctr Ctr 0.14 This truss is designed for a C MT20 3.Ox 4.0 Ctr Ctr 0.61 creep factor of 1.5 which psf-Ld Dead Live is used to calculate total TC 7.0 20.0 9 Gable studs to be attached load deflection. BC 10.0 0.0 with 2.0x4.0 plates each end. TC+BC 17.0 20.0 REVIEWED BY: Total 37.0 Spacing 24.0" MiTek Industries, Inc. Lumber Duration Factor 1.25 6904 Parke East Blvd. Plate DurationFactor 1Emin Tampa, FL 33610 u `,��t �� S. TC 1.15 1.10 1.10 1.10 REFER TO ONLINE PLUS GENERAL !`, \�.°•°°`"••."`� BC 1.10 1.10 1.10 1.10 NOTES AND SYMBOLS SHEET FOR ,% C) •�� E N ADDITIONAL SPECIFICATIONS. ti .•� t �• `•2 s Total Load Reactions (Lbs) ® No 53681 it Down Uplift Horiz- NOTES: A 985 197 U 237 R Trusses Manufactured b : _ RIDGWAY ROOF TRUSS it Brg Size Required Analysis Conforms To: A 144.0" 011-to- 144" FBC2010 :13 STATE OF TPI 2007 ",. 4G/.` Plus 18 Wind Load Case(s) OH Loading 'r'�•` fi p:°• '�, Plus 1 UBC LL Load Case(s) Soffit psf 2.0 ri ••`•� 0 R � •` ��`�� d l Plus 1 DL Load Case(s) Design checked for 10 psf non- `<t &/• •••••• concurrent LL on BC. �111'0NA0-- Membr CSI P Lbs Axl-CSI-Bnd Truss designed for win loads ----------Top Chords---------- in the plane of the truss A -E 0.15 173 C 0.00 0.15 only. For studs exposed to ^+ rr� E -B 0.44 210 T 0.00 0.44 wind (normal to the : ace), FL Cert. 6634 --------Bottom Chords--------- see Standard indust Gable A -D 0.25 3 T 0.00 0.25 End Details as applicable, May 23,2012 Online Plus^'0 Copyright Mi rek®1996-2012 Version 30.0.008 Engineering-Portrait 51232012 2:47:12 PM Page 1 Y i i Job Ma=k Quare Type Span Pl-Hl Left OH Right OR Engineering 120330 R9 2 MONO 111000 3 0 0 T4401731 Russell Res. Lot 19 Oceanwalk HO6-10 HO 3-6-2 TC 6-0-4 11-10-0 3x4; F 3 4x5- E / 3-6-2 #3x511 A r G 2x4 I D 8 2x4 11 4x5= Cant:1-10- 8 W:508 W:308 R: 351 R: 524 U: 150 U: 240 EC 5-10-8 9-9-12 11-1 -0 11-10-0 ALL PLATES ARE MT2020, # = PLATE SE ECTED IN PLATE MONITOR Scale:0.436"=1' MiTekT Online Plus- APPROX. TRUSS WEI HT: 67.6 LBS Online Plus -- Version 30.0.008 -------------Webs------ ------ selected through a plate RUN DATE: 23-MAY-12 D -E 0.06 206 T monitor. E -H 0.32 831 T Wind Loads - ANSI / ASCE 7-10 Southern Pine lumber design 8 -F 0.08 257 T Truss is designed as values are those effective G -F 0.06 23 T Win d Components and Claddings* 06-01-12 by SPIB//ALSC UON for Exterior zone location. CSI -Size- ----Lumber---- TL Defl -0.06" in A -D L/999 Wind Speed: 130 mph TC 0.40 2x 4 SP-#2 LL Defl -0.03" in A -D L/999 Risk Category II BC 0.24 2x 4 SP-#2 LL Cant 0.00" in H -G L/999 Mean Roof Height: 22-0 WB 0.32 2x 4 SP-#3 Shear // Grain in E -F 0.23 Exposure Category: B Building Type: Enclosed Brace truss as follows: Plates for each ply eacl face. TC Dead Load: 4.0 psf O.C. From To Plate - MT20 20 Ga, Gross Area BC Dead Load: 6.0 psf TC Cont. 0- 0- 0 11-10- 0 Plate - MT2H 20 Ga, Gross Area User-defined wind-exposed BC or 48.0" 0- 0- 0 11-10- 0 Plate - MS18 20 Ga, Gro s Area regions --From-- ---To--- BC Cont. 0- 0- 0 11-10- 0 it Type Plt Size X JSI 0- 0- 0 9- 9-12 or 84.0" 0- 0- 0 11-10- 0 A# MT20 3.Ox 5.0 0.6 0 2 0.45 Max comp. force 730 Lbs E MT20 4.Ox 5.0 Ctr C r 0.29 Max tens. force 831 Lbs psf-Ld Dead Live F MT20 3.Ox 4.0 Ctr C r 0.18 Connector Plate Fabrication TC 7.0 20.0 D MT20 2.Ox 4.0 Ctr C x 0.19 Tolerance = 20% BC 10.0 0.0 H MT20 4.Ox 5.0 Ctr C x 0.35 This truss is designed for a TC+BC 17.0 20.0 G MT20 2.Ox 4.0 Ctr C1 r 0.12 creep factor of 1.5 which Total 37.0 Spacing 24.0" is used to calculate total Lumber Duration Factor 1.25 # = Plate Monitor used load deflection. Plate Duration Factor 1.25 REVIEWED BY: Fb Fc Ft Emin MiTek Industries, Inc. TC 1.15 1.10 1.10 1.10 6904 Parke East Blvd. BC 1.10 1.10 1.10 1.10 Tampa, FL 33610 ♦t�l11#41(�t171dlxt Total Load Reactions (Lbs) REFER TO ONLINE PLUS GE RAL ♦� GSL .r7 `*1 it Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR y♦�♦� �"C�•E4N �j Jrr A 352 150 U 39 RN ADDITIONAL SPECIFICATIONS. H 524 241 U 102 R �, :' .• NOTES: ..- NO 53681 it Brg Size Required Trusses Manufactured by A 5.5" 1.5" RIDGWAY ROOF TRUSS H 3.5" 1.5" Analysis Conforms To: f FBC2010 G=.`. STAT 1 Plus 18 Wind Load Case(s) TPI 2007 r E �� �1 Plus 1 UBC LL Load Case(s) This truss has been des gned :� '�"~ Plus 1 DL Load Case(s) for 20.0 pelf LL on t e B.C. �.".\}`♦♦ in areas where a rect ngle ♦ R �? Membr CSI P Lbs Axl-CSI-Bnd 3- 6- 0 tall by `E��f "��""�� ♦♦ ----------Top Chords---------- 2- 0- 0 wideOtjf�t ``l A -E 0.37 602 T 0.00 0.37 will fit between theI .C. 111/111111111 E -F 0.40 211 C 0.01 0.39 and any other member. --------Bottom Chords--------- Design checked for 10 p f non- A -D 0.24 668 C 0.07 0.17 concurrent LL on BC. FL Cert. 6634 D -H 0.21 668 C 0.07 0.14 NOTE: USER MODIFIED PLATES H -G 0.07 65 T 0.01 0.06 This design may have lates Online PlusTM 0 Copyright MiTek01996-2012 Version 30.0.008 Engineering-Portrait 5232012 2'47:14 PM Page 1 May 23,201 2 I II Job Mark Quan Type Span PI-Hl Left OH Right OH Engineering 120330 R11 2 HIPP 380000 7 1- 8- 0 1- 8- 0 T4401733 Russell Res. Lot 19 Oceanwalk HO 6-10 HO 6-10 04 o a a O O O r♦ O O N N WO O Go O O O -1 Go TC o2, 5-9-4 1 12-1-12 1 1 21-9-10 1 N N 32-2-12 1 38-0-0 5x8; 5x5 3x6= B C 3x6= U 74x5 8x10 11 8x10 O P� 7 F 7 2x4 11 10-11-7 6x8% 6x8 10-0-0 R T 7 7 0 4x8 4x8 11 A 13- D i- Q N M S �I1I W:506 2x4 11 10x10- 10x10= 2x4 11 W:508 - R:2235 R:2235 U: 134 U: 134 BC 6-0-0 1 12-3-8 1 25- -8 32-0-0 1 38-0-0 38-D-0 ALL PLATES ARE MT2020 Scale:0.159"=1' MiTek@ Online Plus- APPROX. TRUSS WEIGHT: 391.5 LBS Online Plus -_ Version 30.0.008 WE S 10 0 P M T MT20 6.Ox 8.0-0.6 2.0 0.77 RUN DATE: 23-MAY-12 D MT20 4.0x 8.0 Ctr 0.2 0.67 Plus 21 Wind Load C...(a) Q MT20 2.Ox 4.0 Ctr Ctr 0.34 Southern Pine lumber design Plus 2 Unbalanced Load Cases N MT20 0.0x10.0 Ctr 1.4 0.82 values are those effective Plus 1 UBC LL Load Case(s) M MT20 0.0x10.0 Ctr 1.4 0.82 06-01-12 by SPIE//ALSC UON Plus 1 DL Load Cases) S MT20 2.Ox 4.0 Cts Ctr 0.34 CSI -Size- ----Lumber---- Plus 1 Attic 2 Load Case(s) F MT20 2.Ox 4.0 Ctr Ctr 0.31 TC 0.58 2x 4SP-#2 E MT20 4.Ox 5.0-1.0 0.1 0.28 -- 0.31 2x 6 SP-#2 Membr CSI P Lbs Axl-CSI-Bnd A-R T -D ----------Top Chorda---------- REVIEWED BY: -- 0.55 2x 6 SP-2400f-2.0E A -R 0.31 3709 C 0.04 0.27 MiTek Industries, Inc. R -B C -T R -O 0.55 3378 C 0.01 0.54 6904 Parka East Blvd. BC 0.82 2x12 SP-#2 0 -U 0.51 2607 C 0.01 0.50 Tampa, 33610 -- 0.31 2x 8 SP-2400f-2.OE U -B 0.51 730 T 0.01 0.50 A-N M -D B -C 0.58 910 T 0.14 0.44 REFER TO ONLINE PLUS GENERAL WE 0.59 2x 4 SP-#3 C -V 0.51 726 T 0.01 0.50 NOTES SYMBOLS SHEET FOR ACT 0.69 2x 4 SP-#2 V -P 0.51 2607 C 0.01 0.50 ADDITION SPECIFICATIONS. ANT 0.07 2x 4 SP-#3 P -T 0.55 3378 C 0.01 0.54 T -D 0.31 3709 C 0.04 0.27 NOTES: Brace trues as follows: --------Bottom Chords--------- Trusses ufactured by: O.C. From To A-Q 0.17 3241 T 0.09 0.08 RIDGWkY ROOF TRUSS TC Cont. 0- 0- 0 38- 0- 0 Q -N 0.31 3244 T 0.09 0.22 Analysis Conforms To: or 42.0" 0- 0- 0 38- 0- 0 N -M 0.82 2803 T 0.19 0.63 FBC201 BC Cont. 0- 0- 0 38- 0- 0 M-B 0.31 3244 T 0.09 0.22 TPI 20)7 or 108.0" 0- 0- 0 38- 0- 0 S -D 0.17 3241 T 0.09 0.08 ON Loadi g Cont. Attic Chords (Top) -------------Webs------------- Soffit psf 2.0 or 30.0" Attic Chords (Top) Q -R 0.08 253 C Design c necked for 10 psf non - R -N 0.59 601 C concurrent LL on BC. psf-Ld Dead Live N -0 0.56 1407 T Partial-Length live loads TC 7.0 20.0 M -P 0.56 1406 T check BC 10.0 0.0 M-T 0.59 601 C Wind Loads -ANSI / ASCE 7-10 TC+BC 17.0 20.0 S -T 0.08 253 C Truss is designed as Total 37.0 Spacing 24.0" ------Attic Chords (Top)------ Compoto and Claddingar Lumber Duration Factor 1.25 U -F 0.63 3474 C 0.54 0.09 for E rior zone location. {{ Plate Duration Factor 1.25 F -E 0.69 3478 C 0.54 0.15 Wind I eed: 130 mph `q�� 'w•ww•• �G.. '. ff4 Fb Fc Ft Emin E -V 0.67 3467 C 0.53 0.14 Risk g to o II w • f ei G ,• EN •. G' '. TC 1.15 1.10 1.10 1.10 -------Attic Webs (Top)------- Mean I of Height: 22-0 `��.� �` � ,• ,✓�� BC 1.10 1.10 1.10 1.10 F -B 0.02 57 T Expos a Category: B B -E 0.07 127 T Buildi ig Type: Enclosed O 53681 +• „• Total Load Reactions (Lbs) E -C 0.03 85 T TC De Load: 4.0 psf . . +' Jt Down Uplift Horiz- BC Load: 6.0 psf " • •* .� r A 2236 135 U 181 R TL Defl -0.78" in N -M L/572 Max co . force 3709 Lbs D 2236 135 U 181 R LL Defl -0.45" in N -M L/982 Max teni. force 3244 Lbs Shear // Grain in O -U 0.88 Connector Plate Fabrication y��• w " 4"U .5 �a it Erg Size Required Tolerance - 208 �'}+• STATE OF K `"U•" A 5.5" 1.9" Plates for each ply each face. This t as is designed for a ® D 5.5" 1.9" Plate - MT20 20 Ga, � Gross Area creep factor of 1.5 which i ` Plate - MT2H 20 Ga, Gross Area is usd to calculate total I s�-••. / LC# 1 Attic Loading Plate - MS18 18 Ga, Groes Area load eflection. ''P,r {•� 0 R Dur Fctrs - I.br 1.25 Plt 1.25 Jt Type Plt Size X Y JSI f lJ r plf - Dead Liver From To A MT20 4.Ox 8.0 Ctr 0.2 0.B7 f ffp�je0 1111111110% TC V 14 40 0.0' 38.0' R MT20 6.0x 8.0 0.6 2.0 0.77 BC V 20 0 0.0' 38.0' O MT20 8.0x10.0-2.2-2.3 0.56 TC V 10 0 12.3' 14.4' U MT20 3.Ox 6.0 Ctr Ctr 0.91 /� TC V 10 0 23.6' 25.7' a MT20 5.0x 8.0 0.4-3.5 0.63 FL Cert 66'34(+L+'y`'t' SC V 10 BO 12.3' 25.7' C MT20 5.Ox 5.0-0.4-3.3 0.65 Cert. VVJ MA V 10 0 14.7' 23.3' V MT20 3.Ox 6.0 Ctr Ctr 0.91 WE S 10 0 0 N P MT20 8.0x10.0 2.2-2.3 0.56 ,1 Online PlusTM 0 Copyright MiTekt 1996-2012 Version 30.0.008 Engineering-Portrait 5232012 2:47:22 PM Page l May 23,2012 i Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 R13 1 HIPP 380000 7 0 0 T4401735 1 � Russell Res. Lot 19 Oceanwalk HO 4 HO 4 Ln in a r 0 0 cli TC 6-0-0 1 12-1-12 115-4-11 r 1201011 1 04 P510041 32-0-0 1 38-0-0 3x5- U 5x8; 5x5 8 C 3x5- V 3x4 11 3x4 20G-MT2H-3x10 i O F E P SPL 7 � 2x4 II 4x5- >6xS 10-11-7 6x8 i l 10-0-0 R T 20G-MT2H-3x10 0 20G-MT2H-3x10 II 20n,,G-MT2H-3x10 II A 13- - 0 D (+� N Q S 20G-MT2H-3x10 - 2x411 2x411 20G-MT2H-3x10 - *2x4 11 N M 10x10- 10x10= 38-D-0 EXCEPT AS SHOWN ALL MATES ARE MT2020 (+)2x6 SP#2 See * For Typical Gable Pl to Size and Placement Scale:0.134"=t' MiTekC' Online Plus- APPROX. TRUSS WEI HT: 457.0 LBS Online Plus -_V..io. 30.0.008 Plus 2 Unbalanced Load Cases Q MT20 2.Ox 4.0 Ctr Ctr 0.34 RUN DATE: 23-MAY-12 Plus 1 UBC LL Load Case(s) N MT20 0.0x10.0 Ctr 1.4 0.68 Plus 1 DL Load Cases) M MT20 0.0x10.0 Ctr 1.4 0.68 Southern Pine lumber design Plus 1 Attic 2 Load Cases) S MT20 2.Ox 4.0 Ctr Ctr 0.34 values are those effective F MT20 2.0x 4.0 Ctr Ctr 0.32 06-01-12 by SPIE//ALSC DOW Mai CSI P Lbs Axl-CSI-Bnd E MT20 4.0x 5.0-1.0 0.2 0.28 CSI -Size- ----Lumber---- ----------Top Chords.---------- TC 0.11 2x 6 SP-#2 A-R 0.09 499 C 0.00 0.09 14 Gable studs to be attached -- 0.10 2. 4 SP-#2 R -O 0.11 577 C 0.00 0.11 with 2.0::4.0 plates each end. B -C 0 -U 0.11 604 C 0.00 0.11 REVIEWED BY: HC 0.53 2x12 SP-#2 U-B 0.02 409 C 0.00 0.02 MiTek Industries, Inc. -- 0.25 2x 8 SP-2400f-2.OE B -C 0.10 353 C 0.00 0.10 6904 Parke East Blvd. A -N M -D C -V 0.03 398 C 0.00 0.03 Tampa, 7, 33610 WB 0.31 2x 4 SP-#3 V -P 0.11 604 C 0.00 0.11 ACT 0.05 2x 4 SP-#3 P -SI 0.11 576 C 0.00 0.11 REFER TO ONLINE PLUS GENERAL ANT 0.01 2x 4 SP-#3 S1-D 0.09 499 C 0.00 0.09 NOTES SYMBOLS SHEET FOR --------Bottom Chords--------- ADDITIONAL SPECIFICATIONS. Brace truss as follows: A-Q 0.05 0 T 0.00 0.05 O.C. From To Q -N 0.25 0 T 0.00 0.25 NOTES: TC Cont. 0- 0- 0 38- 0- 0 N -M 0.53 0 T 0.00 0.53 Trusses Wanufactured by: or 48.0" 0- 0- 0 38- 0- 0 M -S 0.25 0 T 0.00 0.25 RIDGKIY ROOF TRUSS SC Cont. 0- 0- 0 38- 0- 0 S -D 0.05 0 T 0.00 0.05 Analysis Conforms To: or 72.0" 0- 0- 0 38- 0- 0 -------------Webs------------- FBC201 Cont. Attic Chords (Top) Q -R 0.10 364 C TPI 20)7 or 72.0" Attic Chords (Top) R -N 0.04 119 T Design c wicked for 10 psf non- N -00.30 369 C concur nt LL on BC. psf-1d Dead Live M-P 0.31 370 C Truss de igned for wind loads TC 7.0 20.0 M-S1 0.04 120 T in the plane of the truss BC 10.0 0.0 S -S1 0.10 364 C only. For studs exposed to r TC+BC 17.0 20.0 ------Attic Chords (Top)------ wind ( ormal to the face), Total 37.0 Spacing 24.0" U -F 0.05 161 C 0.00 0.05 see St indard Industry Gable Lumber Duration Factor 1.25 F -E 0.05 164 C 0.00 0.05 End De ails as applicable, Plate Duration Factor 1.25 E -V 0.05 172 C 0.02 0.03 or con ult qualified ♦` S A ^ O'des Eb Fc Ft Emin ------- ttic Webs (Top)------- Builth Per Designer as O ......... TC 1.15 1.10 1.10 1.10 F -B 0.01 34 T ANSI/T I 1. b .•r^ p� SC 1.10 1.10 1.10 1.10 B -E 0.01 56 C Partial- ength live loads �" 'y • ��./E ry E -C 0.01 48 T chock. . .r •• « .. Total Load Reactions (Lbs) Wind Loa s - ANSI / ASCE 7-10 , • A�tt �• �,n Jt Down Uplift Horiz- TL Defl -0.19" in N -M L/999 Truss is designed as - • a 53681 � A 4129 205 U 182 R LL Dafl -0.15^ in N -M L/999 Compon nts and Claddings* a * ' * .•' Shear // Grain in N -M 0.37 for Ex erior zone location. it Brg Size Required Wind a ed: 130 mph •� A 456.0" 0"-to- 456" Plates for each ply each face. Adak C tegory II .�.� • ^""' Plate -MT20 20 Ga, Gross Area Mean R of Height: 22-0 ••p STATE 0F *•y: LC# 1 Attic Loading Plate -MT2H 20 Ga, Gross Area Exposu Category: B `(,u. Dux Fctra - Lbr 1.25 Plt 1.25 Plate -Meie 18 Ga, Gross Area Builth g Type: Enclosed plf - Dead Live* From To Jt Type Plt Size X Y JSI TC Deal Load: 4.0 psfOR TC V 14 40 0.0' 38.0' A MT2H 3.0x10.0 0.6-2.2 0.47 BC Deal Load: 6.0 psf °r i ' • .,..•• ®�` SC V 20 0 0.0' 38.0' R MT20 6.Ox 8.0-0.7 1.2 0.47 Max comp //force 604 Lbs !!0 SP TC V 10 0 12.3' 15.3' 0 MT20 3.Ox 4.0 Ctr 0.3 0.19 Max tens force 179 Lbs dj O"°'� TC V 10 0 22.7' 25.7' U MT20 3.0x 5.0-0.4 Ctr 0.15 ConnectorPlate Fabrication BC V 10 60 12.3' 25.7' B MT20 5.Ox 8.0 1.4-3.6 0.57 Toler e=204 MA V 10 0 15.6' 22.4' C MT20 S.Ox 5.0-0.4-3.3 0.36 This trussis designed for a WB S 10 0 0 N V MT20 3.Ox 5.0 0.4 Ctr 0.15 creep actor of 1.5 which � { t'+h...{. f_+/?�}�{ WB S 10 0 P M P MT20 3.0x 4.0 Ctr 0.3 0.19 to calculate total L Cert. 6634 S1 MT20 6.0x 8.0 0.7 1.2 0.47 loaded flection. Plus 21 Wind Load Cases) D MT2H 3.0x10.0-0.8-2.2 0.47 • Online Plus"0 Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5113/2012 2:47:29 PM Pagel May 23,2012 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 R15 1a MONO 51000 4 1- 8- 0 0 T4401737 Russell Res. Lot 19 Oceanwalk HO 6-1 HO 2-5-6 TC 1-8-0 5-10-0 2x411 D 4 2-11-12 2-5-6 � 3x5 I I A LjE x4 11 I W:508 HGR R: 315 R: 213 U: 119 U: 103 BC j5-10-0 ALL P ATES ARE MT2020 Scale:0.598"=1' MiTek(r, Online Plus" APPROX. TRUSS WE HT: 37.0 LBS Online Plus -- Version 30.0.008 -------------Webs----- ------- Risk Category II RUN DATE: 23-MAY-12 E -D 0.11 295 T Winclid Mean Roof Height: 22-0 Exposure Category: B Southern Pine lumber design TL Defl -0.06" in A -1 L/999 Building Type: Enclosed values are those effective LL Defl -0.02" in A -E L/999 TC Dead Load: 4.0 psf 06-01-12 by SPIB//ALSC UON Shear // Grain in A -1 0.21 BC Dead Load: 6.0 psf CSI -Size- ----Lumber---- User-defined wind-exposed BC TC 0.24 2x 6 SP42 Plates for each ply each face. regions --From-- ---To--- BC 0.37 2x 4 SP42 Plate - MT20 20 Ga, Gr ss Area 0- 0- 0 5-10- 0 WB 0.11 2x 4 SP43 Plate - MT211 20 Ga, Gr ss Area Max comp. force 159 Lbs Plate - MS18 18 Ga, Gr ss Area Max tens. force 295 Lbs Brace truss as follows: it Type Plt Size X Y JSI Connector Plate Fabrication O.C. From To A MT20 3.Ox 5.0 Ctr .6 0.53 Tolerance = 20% TC Cont. 0- 0- 0 5-10- 0 D MT20 2.Ox 4.0 Ctr tr 0.24 This truss is designed for a or 48.0" 0- 0- 0 5-10- 0 E MT20 2.Ox 4.0 Ctr tr 0.26 creep factor of 1.5 which BC Cont. 0- 0- 0 5-10- 0 is used to calculate total or 70.011 0- 0- 0 5-10- 0 REVIEWED BY: load deflection. MiTek Industries, Inc. psf-Ld Dead Live 6904 Parke East Blvd. TC 7.0 20.0 Tampa, FL 33610 BC 10.0 0.0 TC+BC 17.0 20.0 REFER TO ONLINE PLUS G NERAL Total 37.0 Spacing 24.0" NOTES AND SYMBOLS SHEET FOR Lumber Duration Factor 1.25 ADDITIONAL SPECIFICATIONS. ` Plate Duration Factor 1.25 Fb Fc Ft Emin NOTES: TC 1.15 1.10 1.10 1.10 Trusses Manufactured by: %%+�1{i11I�ll���trr BC 1.10 1.10 1.10 1.10 RIDGWAY ROOF TRUSSt��, S. '�l,q`ljrt Analysis Conforms To: l �C) -**GEN�' Total Load Reactions (Lbs) FBC2010 ,. it Down Uplift Horiz- TPI 2007 A 315 119 U 27 R OH Loading N0 53681 " E 213 103 U 63 R Soffit psf 2.0 *; This truss has been de igned it Brg Size Required for 20.0 psf LL on he B.C. A 5.5" 1.5" in areas Where a rec angle r STATE MJF E 3.5" 1.5" 3- 6- 0 tall by :.0 "44� 2- 0- 0 wide •`� .T •,'C Q ,• 4`• Plus 18 Wind Load Case(s) will fit between the B.C. *'o 4 0 R i R.•M`f\ 40t% Plus 1 UBC LL Load Case(s) and any other member e S '`• 1 Plus 1 DL Load Case(s) Design coaaurchecked for 10 BC psf non- concurrent on- Q`i`,�� Membr CSI P Lbs Axl-CSI-Bnd Wind Loads - ANSI / AS11E 7-10 ----------Top Chords---------- Truss is designed as -- A -D 0.24 118 C 0.00 0.24 Components and Clad ngs* I FL Cert. 663 --------Bottom Chords--------- for Exterior zone location. A -E 0.37 48 T 0.00 0.37 Wind Speed: 130 mph Online Plus^'0 Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5/23/2012 2:47.30 PM Page 1 May 23,20 12 1 2 Job Mark QuanType Span Pl-Hl Left OH Right OH Engineering 120330 R17 2 SP 300000 7 0 0 T4401739 Russell Res. Lot 19 Oceanwalk HO 4 HO 4 TC 8-7-4 1 15-0-0 21-4-12 1 30-0-0 5X5= S V SPL Q S SPL T1 7 F7' 5x5% O Z 5x5 1 2x4IIM HE 2x4 II 1CR LL 9-8-11 8-9-4 J EE GG 2-0-OE *2x4 11 H 2-0-OD F 11 3x6,�3x6 3x6-3x6 1 E N P R T X W Y AA CC D A G = R 5x5- 5x5=FF HE JJ C HH3x63: i-1 3x6; SC B-5-8 - - 30-0-0 30- -0 ALL PLATES MT2020 + 2X6 SP#2 See Joint F For Typical Gable Plate Size and Placement Stele:0.198"=1' MiTekCs) Online Plus" APPROX. TRUSS WEI HT: 246.3 LHS Online Plus --Version 30.0.008 GG-II 0.50 485 C 0.00 0.50 Q MT20 2.Ox 4.0 Ctr Ctr 0.00 for Exterior zone location. RUN DATE: 23-MAY-12 II-C 0.50 521 C 0.00 0.50 3 MT20 2.Ox 4.0 Ctr Ctr 0.00 Wind Speed: 130 mph --------Bottom Chords--------- B MT20 5.Ox 5.0 Ctr Ctr 0.41 Risk Category II Southern Pine lumber design A -G 0.71 2337 C 0.09 0.62 V MT20 2.Ox 4.0 Ctr Ctr 0.00 Mean Roof Height: 22-0 values are those effective G -I 0.66 2314 C 0.08 0.58 X MT20 2.Ox 4.0 Ctr Ctr 0.00 Exposure Category: B 06-01-12 by SPIE//ALSC UON I -K 0.55 2304 C 0.03 0.52 Z MT20 2.Ox 4.0 Ctr Ctr 0.00 Building Type: Enclosed CSI -Size- ----Lumber---- K -E 0.35 2298 C 0.01 0.34 BB MT20 5.Ox 5.0 0.3 0.5 0.73 TC Dead Load: 4.0 psf TC 0.58 2x 4 9P-M2 E -N 0.30 2256 C 0.01 0.29 LL MT20 2.Ox 4.0 Ctr Ctr 0.28 BC Dead Load: 6.0 psf BC 0.71 2x 4 SP-N2 N -P 0.32 2256 C 0.01 0.31 EE MT20 2.Ox 4.0 Ctr Ctr 0.00 Max comp. force 2337 Lbs WB 0.12 2x 4 SP-N3 P -R 0.31 2256 C 0.01 0.30 GG MT20 2.Ox 4.0 Ctr Ctr 0.00 Max tens. force 900 Lbs GW 0.12 2x 4 SP-k3 R -T 0.22 2256 C 0.03 0.19 I7:MT20 2.Ox 4.0 Ctr Ctr 0.00 Connector Plate Fabrication T -U 0.54 2256 C 0.07 0.47 C MT20 3.Ox 6.0 Ctr Ctr 0.71 Tolerance - 208 Brace truss as follows: U -W 0.54 2256 C 0.07 0.47 G MT20 2.Ox 4.0 Ctr Ctr 0.00 This truss is designed for a O.C. From To W -Y 0.22 2256 C 0.03 0.19 I MT20 2.Ox 4.0 Ctr Ctr 0.00 creep factor of 1.5 which TC Cont. O- 0- 0 30- 0- 0 Y -AA 0.31 2256 C 0.01 0.30 K MT20 2.0x 4.0 Ctr Ctr 0.00 is used to calculate total or 48.0" 0- 0- 0 30- 0- 0 AA-CC 0.32 2256 C 0.01 0.31 E MT20 5.Ox 5.0 Ctr-1.0 0.72 load deflection. BC Cont. 0- 0- 0 30- 0- 0 CC-D 0.30 2256 C 0.01 0.29 N MT20 2.Ox 4.0 Ctr Ctr 0.00 or 30.0" 0- 0- 0 30- 0- 0 D -FF 0.35 2298 C 0.01 0.34 P MT20 2.Ox 4.0 Ctr Ctr 0.00 FF-HH 0.55 2304 C 0.03 0.52R MT20 2.Ox 4.0 Ctr Ctr 0.00 psf-Ld Dead Live HH-JJ 0.66 2314 C 0.08 0.58 T MT20 2.Ox 4.0 Ctr Ctr 0.00 TC 7.0 20.0 JJ-C 0.71 2337 C 0.09 0.62 U MT20 2.Ox 4.0 Ctr Ctr 0.00 BC 10.0 0.0 -------------webs------------- W MT20 2.Ox 4.0 Ctr Ctr 0.00 TC+BC 17.0 20.0 E -KK 0.12 464 C Y MT20 2.Ox 4.0 Ctr Ctr 0.00 Total 37.0 Spacing 24.0" D -LL 0.12 464 C AA MT20 2.Ox 4.0 Ctr Ctr 0.00 Lumber Duration Factor 1.25 ----------Gable Webs---------- CC MT20 2.Ox 4.0 Ctr Ctr 0.00 Plate Duration Factor 1.25 G -F 0.02 71 T D MT20 5.Ox 5.0 Ctr-1.0 0.72 Fb Fc Ft Ervin I -H 0.00 23 T FF MT20 2.Ox 4.0 Ctr Ctr 0.00 TC 1.15 1.10 1.10 1.10 K -J 0.03 96 T He MT20 2.Ox 4.0 Ctr Ctr 0.00 BC 1.10 1.10 1.10 1.10 N -M 0.04 140 T JJ MT20 2.0x 4.0 Ctr Ctr 0.00 P -0 0.01 37 T Total Load Reactions (Lbs) R-Q 0.02 38 T REVIEWED BY: it Down Uplift Horiz- T -S 0.05 58 C Mi Tek I ustries, Inc. A 2138 406 U 161 R U -B 0.12 318 T 6904 P ke East Blvd. Tampa, 33610 it erg size Required Y -X 0.02 38 T aaS ttjrfJJ A 360.0" 0"-to- 360" AA-Z 0.01 37 T REFER TO ONLINE PLUS GENERAL �`r)`' ("' �:✓)�j Jd CC-BB 0.04 140 T NOTES SYMBOLS SHEET FOR ♦, ` • f^•E`N Plus 21 Wind Load Case(a) FF-EE 0.03 96 T ADDITI SPECIFICATIONS. •• V �` •v�,/� r Plus 1 UBC LL Load Case(.) HH-GG 0.00 23 T • �. Plus 1 DL Load Case(s) JJ-II 0.02 71 T NOTES: • ,..---e' No 53681 '• +" Trusses Aanufactured by: Membr CeI P Lba Axl-C3I-Bnd TL Defl -0.56" in HH-JJ L/643 RIDGKkY ROOF TRUSS s ----------Top Chorda---------- LL DePl -0.25" in HH-JJ L/999 AnalysisConforms To: .�., r A-F 0.50 521 C 0.00 0.50 Hz Disp LL DL TL FBC20 "' 13 . F -H 0.50 485 C 0.00 0.50 ea U 0.00" 0.00" 0.023 sTPI ign 7 »•• TAT H -J 0.44 456 C 0.00 0.44 Shear // Grain in J -KK 0.23 Desi eked for 10 psf non- E .,' J-KK 0.58 416 C 0.00 0.58 cone ent LL on BC. "• Z KK-M 0.58 588 C 0.00 0.58 Plates for each ply each face. Trues designed for wind loads .�••, - �, % M -0 0.27 521 C 0.00 0.27 Plate - MT20 20 Ga, Groes Area in the plane of the trusst, �'•L 0 R t V�• r_t `� O -Q 0.25 497 C 0.00 0.25 Plate - MT2H 20 Ga, Gross Area only. For studs exposed to JJJ (l .(.�A...�.(� • Plate S B 0.18 471 C 0.00 0.18 it Type Plt Sizes Gross YAJSI see S odard Industry Gable B -V 0.18 471 C 0.00 0.18 A MT20 3.Ox 6.0 Ctr Ctr 0.71 End ils as applicable, V-X 0.17 477 C 0.00 0.17 F MT20 2.Ox 4.0 Ctr Ctr 0.00 or co ult qualified X -Z 0.25 497 C 0.00 0.25 H MT20 2.Ox 4.0 Ctr Ctr 0.00 Buildi ig Designer as per Z -BB 0.27 521 C 0.00 0.27 J MT20 2.Ox 4.0 Ctr Ctr 0.00 ANSI/ I 1. �(~Av+ L`G`rS/� BB-LL 0.58 588 C 0.00 0.58 KK MT20 2.0x 4.0 Ctr Ctr 0.28 Wind Lo - ANSI / ASCE 7-10 Cert 6634 LL-EE 0.58 416 C 0.00 0.5B M MT20 S.Ox 5.0-0.3 0.5 0.73 Trus. is designed as EE-GG 0.44 456 C 0.00 0.44 O MT20 2.Ox 4.0 Ctr Ctr 0.00 Compor ants and Claddings* e Online PlusTM O Copynght MTek4D 1996-2012 Version 30.0.008 Engineering-Portrad 5123/2012 2:47'.32 PM Page 1 May 23,2012 I i sobMarian Type Span P1-Hl Left OH Right OH Engineering 120330 R19 5 SP 300000 1 7 0 1- 8- 0 T4401741 Russell Res. Lot 19 Oceanwalk HO 6-10 HO 6-10 N O O O U) m TC 0- 4-2-12 1 8-9-0 1 15-0-0 1 21-3-0 1 26-0-15 O 30-0-0 'i 5x5 :- B �7 4x5 4x5 H I • 10-3-1 7 9-3-10 5x5 � 5x6 2-0-OE SPL G J �7 y 2-0-OD 3x4 5x611 K 4x6_ A E F D C 5x5- 2x4 1 4x8 5x5- HGR x4- Q 3 2x4 11 2x4 11 2x4 11 W:508 R-1109 R:1207 U: 210 U: 239 BC 1 8-5-8 1 15-0-0 1 21-6-8 1 30-0-0 N O u7 O .-1 d 30-0- ALL PLATES AR. MT2020 Scale:0.174"=1' MiTekCs) Online Plus" APPROX. TRUSS WEI HT: 228.9 LHS Online Plus -- Version 30.0.008 I -J 0.39 2443 C 0.09 0. 0 for 20.0 psf LL on the B.C. RUN DATE: 23-MAY-12 J -C 0.28 2613 C 0.01 0. 7 in areas where a rectangle --------Bottom Chords------- - 3- 6- 0 tall by Southern Pine lumber design A -E 0.83 2180 T 0.46 0. 7 2- 0- 0 wide valuesare those effective E -F 0.61 2100 T 0.44 0. 7 will fit between the B.C. 06-01-12 by SPIB//ALSC UON F -D 0.61 2095 T 0.44 0. 7 and any other member. CSI -Size- ----Lumber---- D -C 0.81 2258 T 0.47 0. 4 Design checked for 10 psf non- TC 0.64 2x 4 SP-N2 -------------Webs----------- - concurrent LL on BC. -- 0.28 2x 6 SP-82 G -E 0.03 118 T Wind Loads - ANSI / ASCE 7-10 J -C E -H 0.26 641 T Truss is designed as BC 0.83 2x 4 SP-A2 H -F 0.36 1008 C 1 r Components and Claddings• WB 0.43 2x 4 SP-S3 F -B 0.43 1059 T for Exterior zone location. SL 0.25 2x 4 SP-83 F -I 0.35 1003 C 1 r Wind Speed: 130 mph D -I 0.27 683 T Risk Category . II Brace truss as follows: D -J 0.05 125 T Mean Roof Height: 22-0 O.C. From To -----------Sliders---------- - Exposure Category: B TC Cont. 0- 0- 0 30- 0- 0 A -K 0.25 1027 C Building Type: Enclosed Ir 36.0" 0- 0- 0 30- 0- 0 TC Dead Load: 4.0 psf BC Cont. 0- 0- 0 30- 0- 0 TL Defl -0.44" in E -F L/7 0 BC Dead Load: 6.0 psf 102.0, 0- 0- 0 30- 0- 0 +� LL Defl -0.19" in E -F L/9 9 Max comp. force 2613 Lbs Continuous Lateral Restraint Hz Disp LL DL TL Max tens. force 2258 Lbs req'd at mid-point of webs: it C 0.15" 0.18" 0.31-1 Connector Plate Fabrication H -F F -I Shear // Grain in K -K 0.12 Tolerance - 20% Attach CLR with (2)-10d nails This truss is designed for a at each web. Plates for each ply each fac . creep factor of 1.5 which Refer to BCSI for diagonal Plate - MT20 20 Ga, Gross Araa is used to calculate total restraint requirements. Plate - MT2H 20 Ga, Gross Ar as load deflection. Plate - MS18 18 Ga, Gross A a psf-Ld Dead Live it Type Plt Size X Y I TC 7.0 20.0 A MT20 5.Ox 6.0 2.5 0.9 0. 7 BC 10.0 0.0 K MT20 3.Ox 4.0 Ctr Ctr 0. 9 TC+BC 17.0 20.0 G MT20 5.Ox 5.0-0.3 0.5 0. 3 {1�C�/✓t Total 37.0 Spacing 24.0" H MT20 4.Ox 5.0 Ctr Ctr 0. 2 Lumber Duration Factor 1.25 B MT20 5.Ox 5.0 Ctr Ctr 0. 9 Plate Duration Factor 1.25 I MT20 4.Ox 5.0 Ctr Ctr 0. 5 ``O�.„]1" v Fb Fc Ft Emin J MT20 5.Ox 6.0 0.3 0.5 Oil 1. V �+.E•^r (7 ff TC 1.15 1.10 1.10 1.10 C MT20 4.Ox 6.0-0.4 0.7 0. 1 ,yam �4\, �V rY ' Yf/, BC 1.10 1.10 1.10 1.10 E MT20 5.Ox 5.0 Ctr-1.0 0.76 .r r,� .`••� •• F MT20 4.Ox 8.0 CtrCtr 0.45 NO Total Load Reactions (Lbs) D MT20 5.Ox 5.0 Ctr_1.0 0.91 .r;-* � '• * +` 53681 it Down Uplift Horiz- A 1109 211 U 168 R REVIEWED BY: - C 1207 239 U 168 R MiTek Industries, Inc. ,f 6904 Parke East Blvd. "„"� • _ a.t. it Br Size Required Tampa, FL 33610 /, C .`f,� A g3.5•' g1.511 p i'tW••• STATE �0F .� C 5.5" 1.5" REFER TO ONLINE PLUS GENE �` NOTES AND SYMBOLS SHEET FOR i•�"�• �C yy t h�,• � `�4 Plus 21 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. R,r+` V Plua 1 UBC LL Load Casale) f� �J••� �• �\ ,!, 0 Plus 1 DL Load Case(s) Trusses Manufactured by: A4 Membr CSI P Lbs Axl-CSI-Bnd RIDGWAY ROOF TRUSS ----------Top Chords---------- Analysis Conforms To: _ A -K 0.58 1674 C 0.04 0.54 FBC2010 Cert. K -G 0.64 2526 C 0.10 0.54 TPI 2007 FL Ce rt 6634 G -H 0.43 2432 C 0.12 0.31 OH Loading H -B0.38 1393 C 0.03 0.35 Soffit psf 2.0 B -I 0.41 1392 C 0.07 0.34 This truss has been designs Online Plus^"®Copyright MiTek®1996-2012 Version 30 0,008 Engineering-Portrait 5t2312012 2'.47:36 PM Pagel May 23,201 2 i I Job Mark Quan Type Span Pi-Bi Left OH Right OH Engineering 120330 R20 1 TR 140000 9 0 0 T4401743 Russell Res. Lot 19 Oceanwalk HO 3-1 HO 3-1 TC 7-0-0 14-0-0 Sx B H K 9 F M 6-6-0 *2x411 D O 5-6-1 3x5,, 3x5 3x5 i 3x5 Q 3x5 i 3x5 A C (+) (+) E G I J L N P 14-0-0 ALL PLATES ARE MT2020 (+)2x6 S P#2 See Joint D For Typical Gable Plate Size and Placement Scale:0.354"=1' MiTekG Online Plus- APPROX. TRUSS WEI T: 124.1 LBS Online Plus -- Version 30.0.008 L -N 0.01 0 T 0.00 0.01 in the plane of the truss RUN DATE: 23-MAY-12 N -P 0.03 0 T 0.00 0.03 only. For studs exposed to P -C 0.05 44 C 0.00 0,05 wind (normal to the face), Southern Pine lumber design ----------Gable Webs------- - see Standard Industry Gable values are those effective E -D 0.03 153 C End Details as applicable, 06-01-12 by SPIE//ALSC UON G -F 0.02 64 C or consult qualified CSI -Size- ----Lumber---- I -H 0.03 76 C TC 0.06 2x 4 SP-#2 J -B 0.04 60 C Building Designer as per ANSI/TPI 1. BC 0.05 2x 4 SP42 L -K 0.03 76 C Wind Loads - ANSI / ASCE 7-10 GW 0.04 2x 4 SP-#3 N -M 0.02 64 C Truss is designed as P -O 0.03 153 C Components and Claddings* Brace truss as follows: for Exterior zone location. O.C. From To TL Defl 0.00" in A -E -, )99 Wind Speed: 130 mph TC Cont. 0- 0- 0 14- 0- 0 LL Defl 0.00" in A -E L/)99 Risk Category : II or 48.0" 0- 0- 0 14- 0- 0 Shear // Grain in A -D 0.08 Mean Roof Height: 22-0 BC Cont. 0- 0- 0 14- 0- 0 or 72.0" 0- 0- 0 14- 0- 0 Plates for each 1 each face. Exposure Category: B Plate - MT20 20 Gay Gross ea Building Type: Enclosed psf-Ld Dead Live Plate - MT2H 20 Ga, Gross ea TC Dead Load: 4.0 psf BC Dead Load: 6.0 ps£ TC 7.0 20.0 Plate - MS18 18 Ga, Gross A.,ea BC 10.0 0.0 Jt Type Plt Size X Y SI Max comp. force 153 Lbs Max tens. force 116 Lbs TC+BC 17.0 20.0 A MT20 3.Ox 5.0 Ctr Ctr 0 43 Connector Plate Fabrication Total 37.0 Spacing 24.0" D MT20 2.Ox 4.0 Ctr Ctr 0 00 Tolerance = 20% Lumber Duration Factor 1.25 F MT20 2.Ox 4.0 Ctr Ctr 0 00 This truss is designed for a Plate Duration Factor 1.25 H MT20 2.Ox 4.0 Ctr Ctr 0 00 creep factor of 1.5 which Fb Fc Ft Emin B MT20 5.Ox 5.0 Ctr Ctr 0 33 is used to calculate total TC 1.15 1.10 1.10 1.10 K MT20 2.Ox 4.0 Ctr Ctr 0 00 load deflection. BC 1.10 1.10 1.10 1.10 M MT20 2.Ox 4.0 Ctr Ctr 0 00 O MT20 2.Ox 4.0 Ctr Ctr 0 00 Total Load Reactions (Lbs) C MT20 3.Ox 5.0 Ctr Ctr 0 43 it Down Uplift Horiz- E MT20 2.Ox 4.0 Ctr Ctr 0 00 A 1029 195 U 99 R ,rillfllllyl�, G MT20 2.Ox 4.0 Ctr Ctr 0 00 �,0 {t I MT20 2.Ox 4.0 Ctr Ctr 0 00 t`tPE L - M,�tjjI it Brg Size Required J MT20 2.Ox 4.0 Ctr Ctr 0 00 4 �`•�.•••... . �I A 168.0" 0"-to- 168" L MT20 2.Ox 4.0 Ctr Ctr 0 00 � NG,•��G N,g ;••C�',, ,,� N MT20 2.Ox 4.0 Ctr Ctr 0 00 Plus 21 Wind Load Cases) P MT20 2.Ox 4.0 Ctr Ctr 0 00 • , ' ', ••` Plus 1 UBC LL Load Case(s) r _. NO 53681 Plus 1 DL Load Case(s) REVIEWED BY: e`` MiTek Industries, Inc. Membr CSI P Lbs Axl-CSI-Bnd 6904 Parke East Blvd. -----Top Chorda---------- Tampa, FL 33610 ',,,' A -D 0.06 79 C 0.00 0.06 STATE J,TATE uJ D -F 0.05 65 C 0.00 0.05 REFER TO ONLINE PLUS GENERA. F -H 0.01 60 C 0.00 0.01 NOTES AND SYMBOLS SHEET FOR ♦ ,.�1 .•�' '14s. .` �� B K 0.01 96 C 0.00 0.01 ADDITIONAL SPECIFICATIONS. 0 R 5 65 C 0.00 5 Trusses Q{{{GG`•''�.•��,��•. O -C 0.0 79 C 0.00 0.0Manufactured Y ureby: j 0 A{�"�``,, --------Bottom Chords--------- Analysis Conforms To: A -E 0.05 44 C 0.00 0.05 FBC2010 E -G 0.03 0 T 0.00 0.03 TPI 2007 t^ ,�.} GL'rS A G -I 0.01 0 T 0.00 0.01 Design checked for 10 psf n n- Cert. VV VVJ34 I -J 0.01 0 T 0.00 0.01 concurrent LL on BC. J -L 0.01 0 T 0.00 0.01 Truss designed for wind loads Online Plus-0 Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5/23/2012 2'47:39 PM Page 1 May 23,2012 i i Job Mask Quan Type Span P1-Hl Left OH Right OH Engineering 120330 TI 11 PB 41100 9 0 0 T4401745 Russell Res. Lot 19 Oceanwalk TC 8-8 2-5-8 1 4-2-8 4-11-0 5x5 9 B I-T - 1-10-2 1-8-6 3x5- 3x5= E D BC - - 4-2-8 0 See Standard Industry Piggyback Truss Connection ALL PLATES AtE MT2020 Detail for connection to base truss as applicable, or consult qualified Building Designer. Scale:0.789" r MiTeko Online Plus^ APPROX. TRUSS WEIG T: 18.2 LES Online Plus -- Version 30.0.008 LL Defl 0.00" in E -D L/999 Wind Loads - ANSI / ASCE 7-10 RUN DATE: 23-MAY-12 Shear // Grain in E -D 0.06 Truss is designed as Components and Claddings* Southern Pine lumber design Plates for each ply eack face. for Exterior zone location. values are those effective Plate - MT20 20 Ga, Gross Area Wind Speed: 130 mph 06-01-12 by SPIB//ALSC UON Plate - MT2H 20 Ga, Gross Area Risk Category II CSI -Size- ----Lumber---- Plate - MS18 18 Ga, Gross Area Mean Roof Height: 22-0 TC 0.03 2x 4 SP-#2 Jt Type Plt Size X i JSI Exposure Category: B BC 0.04 2x 4 SP42 E MT20 3.Ox 5.0 0.3 0 3 0.42 Building Type: Enclosed B MT20 5.0x 5.0 Ctr-2 2 0.33 TC Dead Load: 4.0 psf Brace truss as follows: D MT20 3.Ox 5.0-0.3 0 3 0.42 BC Dead Load: 6.0 psf O.C. From To Max comp. force 79 Lbs TC Cont. 0- 0- 0 4-11- 0 REVIEWED BY: Max tens. force 42 Lbs or 42.0" 0- 0- 0 4-11- 0 MiTek Industries, Inc. Connector Plate Fabrication BC Cont. 0- 0- 0 4-11- 0 6904 Parke East Blvd. Tolerance = 20% or 42.0" 0- 0- 0 4-11- 0 Tampa, FL 33610 This truss is designed for a creep factor of 1.5 which psf-Ld Dead Live REFER TO ONLINE PLUS GE RAL is used to calculate total TC 7.0 20.0 NOTES AND SYMBOLS SHEET FOR load deflection. BC 10.0 0.0 ADDITIONAL SPECIFICATIO S. TC+BC 17.0 20.0 Total 37.0 Spacing 24.0" NOTES: Lumber Duration Factor 1.25 Trusses Manufactured by Plate Duration Factor 1.25 RIDGWAY ROOF TRUSS Fb Fc Ft Emin Analysis Conforms To: TC 1.15 1.10 1.10 1.10 FBC2010 BC 1.10 1.10 1.10 1.10 TPI 2007 ,ei+l�ti�� 1itt1111 OH Loading �� ,y NE •°••• /{�� I� * Total Load Reactions (Lbs) Soffit psf 2.0 �t tJri Jt Down Uplift Horiz- This truss has been des gned ye t0.A,•`��C' N`� • ,°�°��A E 261 57 U 23 R for 20.0 psf LL on t e B.C. . • r in areas where a rectangle �.4 P= No 53681 Jt Brg Size Required 3- 6- 0 tall by E 42.0" 0"-to- 42" 2- 0- 0 wide will fit between the 3 .C. r Plus 21 Wind Load Case(s) and any other member. ";.� • F `r: Plus 1 UBC LL Load Case(s) Design checked for 10 p f non- $ STATE OF 441ti Plus 1 DL Load Case(s) concurrent LL on BC. +,T ,�`� P ,•«\�`�� Truss designed for wind loads 0 R rr 1� O Membr CSI P Lbs Axl-CSI-Bnd in the plane of the truss rd�t�s••'••••°«••� ----------Top Chords---------- only. For studs exposed to E -B 0.03 79 C 0.00 0.03 wind (normal to the f cs), 111 011 B -D 0.03 79 C 0.00 0.03 see Standard Industry Gable --------Bottom Chords--------- End Details as applic le, E -D 0.04 2 T 0.00 0.04 or consult qualified Fl Cert6634. Building Designer as per TL Defl 0.00" in E -D L/999 ANSI/TPI 1. Online Pltir,-®Copyright MiTek01g9&2012 Version 30.0.008 Engineering-Portrait 5/23/2012 2:47:41 PM Pagel May 23,2012 i I Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering 120330 T2 7 PB 50705 7 0 0 T4401747 Russell Res. Lot 19 Oceanwalk TC 10-6 1 2-9-11 1 4-8-15 1 5-7-5 7 5x5= 1-7-10 1-5-14 3x5= 3x5= E D r A C tsu IU-6 5-7- See Standard Industry Piggyback Truss Connection ALL PLATES ARE MT2020 Detail for connection to base truss as applicable, or consult qualified Building Designer. scaie:0.839°=r MiTek® Online P1usTM APPROX. TRUSS WEIG T: 19.6 LBS Online Plus -- Version 30.0.008 LL Defl 0.00" in E -D L/999 Wind Loads - ANSI / ASCE 7-10 RUN DATE: 23-MAY-12 Shear // Grain in E -D 0.06 Truss is designed as Components and Claddings* Southern Pine lumber design Plates for each ply each face. for Exterior zone location. values are those effective Plate - MT20 20 Ga, Gross Area Wind Speed: 130 mph 06-01-12 by SPIB//ALSC UON Plate - MT2H 20 Ga, Gros Area Risk Category II CSI -Size- ----Lumber---- Plate - MS18 18 Ga, Gro a Area Mean Roof Height: 22-0 TC 0.04 2x 4 SP-#2 Jt Type Plt Size X JSI Exposure Category: B BC 0.05 2x 4 SP-#2 E MT20 3.Ox 5.0 Ctr C r 0.45 Building Type: Enclosed B MT20 5.Ox 5.0 Ctr-1 9 0.33 TC Dead Load: 4.0 pelf Brace truss as follows: D MT20 3.Ox 5.0 Ctr C r 0.45 BC Dead Load: 6.0 pelfO.C. From To Max comp. force 107 Lbs TC Cont. 0- 0- 0 5- 7- 5 REVIEWED BY: Max tens. force 52 Lbs or 46.61, 0- 0- 0 5- 7- 5 MiTek Industries, Inc. Connector Plate Fabrication BC Cont. 0- 0- 0 5- 7- 5 6904 Parke East Blvd. Tolerance = 20% or 46.6" 0- 0- 0 5- 7- 5 Tampa, FL 33610 This truss is designed for a creep factor of 1.5 which psf-Ld Dead Live REFER TO ONLINE PLUS GEIERALed to calculate total TC 7.0 20.0 NOTES AND SYMBOLS SHEET FOR load deflection. BC 10.0 0.0 ADDITIONAL SPECIFICATIO S. TC+BC 17.0 20.0 Total 37.0 Spacing 24.011 NOTES: Lumber Duration Factor 1.25 Trusses Manufactured by Plate Duration Factor 1.25 RIDGWAY ROOF TRUSS ' Fb Fc Ft Emin Analysis Conforms To: TC 1.15 1.10 1.10 1.10 FBC2010 BC 1.10 1.10 1.10 1.10 TPI 2007 OR Loading ®�•� 41a ` ' �/f fff Total Load Reactions (Lbs) Soffit psf 2.0 �� �.•'' • • '� ff Jt Down Uplift Horiz- This truss has been des'gned `'• •`� C N ' E 289 64 U 20 R for 20.0 pelf LL on t e B.C. ., s• in areas Where a rectangle .`, - No 53681 Jt Brg Size Required 3- 6- 0 tall by E 46.6" 0"-to- 4711 2- 0- 0 wide * _ will fit between the E .C. Plus 21 Wind Load Case(s) and any other member. STATE �� •* Plus 1 UBC LL Load Case(s) Design checked for 10 p f non- 1 Plus 1 DL Load Case(s) concurrent LL on BC. r� (�'."�`� �� •.\`�,`,� Truss designed for wind loads �`j •, Q R 1 r. Membr CSI P Lbs Axl-CSI-Bnd in the plane of the t usa ff •'"'• Q'I ----------Top Chords---------- only. For studs exposed to ff,S'0 N A � e� E -B 0.04 107 C 0.00 0.04 wind (normal to the face) , B -D 0.04 107 C 0.00 0.04 see Standard Industry Gable --------Bottom Chords--------- End Details as applicable, E -D 0.05 4 T 0.00 0.05 or consult qualified F-Cert6634 Building Designer as jer TL Dell -0.01" in E -D L/999 ANSI/TPI 1. Online PlusTM 0 Copyright MlTelt41,1996-2012 Version 30.0.008 Engineering-Portrait 523/2012 2:47'42 PM Pagel May 23,2012 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 FV1 1 VL 21009 9 0 0 T4401749 Russell Res. Lot 19 Oceanwalk HO4 HO 4 TCJ 1-5-5 1 2-10-9 9 5x5= T 1-1-3 + 3x5 i 3x5 A C BC 2-10-9 2-10-9 ALL PLATES ARE IT2020 Scale:0.777"=r MiTekO Online Plus- APPROX. TRUSS WEIG T: 10.5 LBS Online Plus -- Version 30.0.008 A -B 0.00 43 C Mean Roof Height: 22-0 RUN DATE: 23-MAY-12 B -C 0.01 35 C 0.01, 0.01 Exposure Category: B --------Bottom Chords-- ------ Building Type: Enclosed Southern Pine lumber design A -C 0.01 0 T 0.0 0.01 TC Dead Load: 4.0 psf values are those effective BC Dead Load: 6.0 psf 06-01-12 by SPIB//ALSC UON TL Defl 0.00" in A -C L/999 Max comp. force 43 Lbs CSI -Size- ----Lumber---- LL Defl 0.00" in A -C L/999 Max tens. force 25 Lbs TC 0.01 2x 4 SP-#2 Shear // Grain in A -C 0.03 Connector Plate Fabrication BC 0.01 2x 4 SP-#2 Tolerance = 20% Plates for each ply eacit face. This truss is designed for a Brace truss as follows: Plate - MT20 20 Ga, Grois Area creep factor of 1.5 which O.C. From To Plate - MT2H 20 Ga, Grois Area is used to calculate total TC Cont. 0- 0- 0 2-10- 9 Plate - MS18 18 Ga, Grois Area load deflection. or 34.6" 0- 0- 0 2-10- 9 it Type Plt Size X JSI BC Cont. 0- 0- 0 2-10- 9 A MT20 3.Ox 5.0 Ctr C r 0.43 or 34.6" 0- 0- 0 2-10- 9 B MT20 5.Ox 5.0 Ctr-2.2 0.33 C MT20 3.Ox 5.0 Ctr C r 0.43 psf-Ld Dead Live TC 7.0 20.0 REVIEWED BY: BC 10.0 0.0 MiTek Industries, Inc. TC+BC 17.0 20.0 6904 Parke East Blvd. * Total 37.0 Spacing 24.0" Tampa, FL 33610 Lumber Duration Factor 1.25 116►11 !/1// Plate Duration Factor 1.25 REFER TO ONLINE PLUS GE RALS. 0/fr Fib Fc Ft Emin NOTES AND SYMBOLS SHEET FOR ° TC 1.15 1.10 1.10 1.10 ADDITIONAL SPECIFICATIO S. `q! SCJ .•'AGE N •• /si BC 1.10 1.10 1.10 1.10 •r .`• 1 • '. �. NOTES: •w NO 53681 '"„ Total Load Reactions (Lbs) Trusses Manufactured by: �E ; it Down Uplift Horiz- RIDGWAY ROOF TRUSS A 152 29 U 13 R Analysis Conforms To: '. ' FEC2010 sem''. STATE OF .'�= it Brig Size Required TPI 2007 ] 4L(Z A 34.6" 0"-to- 3511 Design checked for 10 p9f non- ;. '� A, concurrent LL on BC. 0 F,,�, '•4�?\`�"` Plus 21 Wind Load Case(s) Wind Loads - ANSI / AS 7-10 `�tiS'0NA%- Plus 1 UBC LL Load Case(s) Truss is designed as rj11111111141�t Plus 1 DL Load Case(s) Components and Claddings* for Exterior zone to tion. �+�+ Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 30 mph FL Cert. 6634 ----------Top Chords---------- Risk Category II Online Plus"'0 Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5232012 2'.47:44 PM Page t May 23,201 2 it Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 V3 1 VL 90104 9 0 0 T4401751 Russell Res. Lot 19 Oceanwalk HO 4 HO 4 TC 4-6-10 9-1-4 5x5= B 9 • 3-5-3 v 3x5,i 3x5 A C D *2x4 II 9-1-4 ALL PLATES ARE 2020 See Joint D For Typical Gable P1 to Size and Placement Scale:0.486"=1' MiTek® Online P1usTM APPROX. TRUSS WEI T: 42.2 LBS Online Plus -- Version 30.0.008 ----------Top Chords--- ------ Truss is designed as RUN DATE: 23-MAY-12 A -B 0.12 151 C 0.0 0.12 Components and Claddings* B -C 0.16 147 C 0.0 0.16 for Exterior zone location. Southern Pine lumber design --------Bottom Chords-- ------ Wind Speed: 130 mph values are those effective A -D 0.12 0 T 0.0 0.12 Risk Category II 06-01-12 by SPIB//ALSC UON D -C 0.12 1 C 0.0 0.12 Mean Roof Height: 22-0 CSI -Size- ----Lumber---- ----------Gable Webs--- ------ Exposure Category: B TC 0.16 2x 4 SP42 D -B 0.02 81 C Building Type: Enclosed BC 0.12 2x 4 SP42 TC Dead Load: 4.0 psf GW 0.02 2x 4 SP-#3 TL Defl -0.02" in D -C L/999 BC Dead Load: 6.0 psf LL Defl -0.01" in D -C L/999 Max comp. force 151 Lbs Brace truss as follows: Shear // Grain in B -C 0.11 Max tens. force 103 Lbs O.C. From To Connector Plate Fabrication TC Cont. 0- 0- 0 9- 1- 4 Plates for each ply eac face. Tolerance = 209 or 48.0" 0- 0- 0 9- 1- 4 Plate - MT20 20 Ga, Gross Area This truss is designed for a BC Cont. 0- 0- 0 9- 1- 4 Plate - MT2H 20 Ga, Gross Area creep factor of 1.5 which or 73.2" 0- 0- 0 9- 1- 4 Plate - MS18 18 Ga, Gross Area is used to calculate total it Type Plt Size R I JSI load deflection. psf-Ld Dead Live A MT20 3.Ox 5.0 Ctr C r 0.43 TC 7.0 20.0 B MT20 5.Ox 5.0 Ctr C r 0.33 BC 10.0 0.0 C MT20 3.Ox 5.0 Ctr C r 0.43 TC+BC 17.0 20.0 D MT20 2.Ox 4.0 Ctr C r 0.00 Total 37.0 Spacing 24.0" t11111111111111 .Lumber Duration Factor 1.25 REVIEWED BY: � i c L S 1 1 Plate Duration Factor 1.25 MiTek Industries, Inc. et aA "!�/�des " Fb Fc Ft Emin 6904 Parke East Blvd. ��* `�G .'•�Ci+�(V `••oyrr�r TC 1.15 1.10 1.10 1.10 Tampa, FL 33610 ,'• 1�1 BC 1.10 1.10 1.10 1.10 = .'' No 53681 REFER TO ONLINE PLUS GERERAL * * ;, Total Load Reactions (Lbs) NOTES AND SYMBOLS 3HEE FOR *. it Down Uplift Horiz- ADDITIONAL SPECIFICATIONS. .`. A 613 116 U 59 R '� __ • .: .• •' STATE .0F ill NOTES: ", }•• ��/,, it Erg Size Required Trusses Manufactured b i* �C�•;r( ;' �w�` A 109.2" 0"-to- 109" RIDGWAY ROOF TRUSS r R' S .... *� Analysis Conforms To: ��®Jl Plus 21 Wind Load Case(s) FBC2010 Plus 1 UBC LL Load Case(s) TPI 2007 Plus 1 DL Load Case(s) Design checked for 10 sf non- n concurrent LL on BC. 1 FL Cert, 6634 Membr CSI P Lbs Axl-CSI-Bnd Wind Loads - ANSI / AS 7-10 ONine PIusTM 0 Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 523/2012 2:47:46 PM Page 1 May 23,2012 i I Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120330 V5 1 VL 41005 7 0 0 T4401753 Russell Res. Lot 19 Oceanwalk HO 4 HO 4 TC 2-5-3 1 4-10-5 7 5x5= r 1-5-4 ` 3x5 3x5 A C 4-10-5 4-10-5 ALL PLATES ARE 2020 Scale:0.772"=1' MiTek(R) Online P1usTMAPPROX, TRUSS WEIG T: 17.8 LBS Online Plus -- Version 30.0.008 A -B 0.01 84 C 0.0 0.01 Mean Roof Height: 22-0 RUN DATE: 23-MAY-12 B -C 0.01 84 C O.00 0.01 Exposure Category: B --------Bottom Chords-- ------ Building Type: Enclosed Southern Pine lumber design A -C 0.04 0 T 0.0 0.04 TC Dead Load: 4.0 psf values are those effective BC Dead Load: 6.0 psf 06-01-12 by SPIB//ALSC UON TL Defl 0.00" in A -C L/999 Max comp. force 84 Lbs CSI -Size- ----Lumber---- LL Defl 0.00" in A -C L/999 Max tens. force 52 Lbs TC 0.01 2x 4 SP-#2 Shear // Grain in A -C 0.06 Connector Plate Fabrication BC 0.04 2x 4 SP-#2 Tolerance = 20% Plates for each ply eacl face. This truss is designed for a Brace truss as follows: Plate - MT20 20 Ga, Gross Area creep factor of 1.5 which O.C. From To Plate - MT2H 20 Ga, Gross Area is used to calculate total TC Cont. 0- 0- 0 4-10- 5 Plate - MS18 18 Ga, Gross Area load deflection. or 48.0" 0- 0- 0 4-10- 5 it Type Plt Size X I JSI BC Cont. 0- 0- 0 4-10- 5 A MT20 3.Ox 5.0 Ctr C r 0.45 or 58.3" 0- 0- 0 4-10- 5 B MT20 5.Ox 5.0 Ctr-1 9 0.33 C MT20 3.Ox 5.0 Ctr C r 0.45 psf-Ld Dead Live TC 7.0 20.0 REVIEWED BY: BC 10.0 0.0 MiTek Industries, Inc. TC+BC 17.0 20.0 6904 Parke East Blvd. • Total 37.0 Spacing 24.0" Tampa, FL 33610 Lumber Duration Factor 1.25 `gr{I111ty�p� Plate Duration Factor 1.25 REFER TO ONLINE PLUS GE RAL ``1 G /{11, Fb Fc Ft Emin NOTES AND SYMBOLS SHEET FOR �,k� p'�"t . ,. •�/�`,s'i TC 1.15 1.10 1.10 1.10 ADDITIONAL SPECIFICATIO S. \G,•'*G E N�°• �j� r� BC 1.10 1.10 1.10 1.10 ,•° •'•. NOTES: s .. : No 53681 Total Load Reactions (Lbs) Trusses Manufactured by ` �c it Down Uplift Horiz- RIDGWAY ROOF TRUSS A 285 54 U 20 R Analysis Conforms To: 010 it Brig Size Required TP " 2007 °• STAGE ••�., A 58.3" 0"-to- 58" Design checked for 10 p f non- A, concurrent �';•` ��� concurrent LL on BC. �+' '( 0 RPlus Plus 21 UBCdLoad LL LoadaCase(s) Trussse(s) Wind Lisddesigned as 111#1111110 7-10 ♦�Bt t�1©(v�` Plus 1 DL Load Case(s) Components and Claddings* for Exterior zone location. Mali CSI P Lbs Axl-CSI-Bnd Wind Speed: 30 mph �FL Cert, 6634 ----------Top Chords---------- Risk Category II Online PlusTM*Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5/232012 2:4748 PM Pagel May 23,20 1• 2 i ONLINE PLUS GENERAL OTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLIC LATERAL BRACING ( 3X2, 4X2, 6X2 ) Designates the location for Center plates on joints continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members in plate list or on drawing. only.CLBs must be properly Dimensions are given in anchored or restrained to prevent inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in When truss is designed to 3x5 11 the width measured FT-IN-SX(i.e.6-8.5"or bear on multiple supports, perpendicular to slots. 6-08-08). Dimensions less interior bearing locations The second dimension is than one foot are shown should be marked on the e length measured in IN-SX only(i.e.708). truss.Interior support or parallel to slots.Plate temporary shoring must be orientation,shown next in place before trusses are to plate size,indicates 6-08-08 W=Actual Bearing installed.If necessary,shim direction of slots in Width(IN-SX) bearings to assure solid connector plates. 708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Mite Industries Inc. bears no responsibility for the of truss at each joint. Center the plates,unless erec ion of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate trus bracing. Refer to "Building Component Safety contact area. Splice only where shown. Overall spans Info ation" (BCSI 1) as published by Truss Plate assume 4" bearing at each end,unless indicated Institute, 218 North Lee Street, Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virg nia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to st ek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and" dominoing". Care lumber shall not exceed 19%at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use stor, ge, shipping and erection. Top and bottom chords with fire retardant lumber and some preservative shal be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or ri yid ceiling, respectively. It is the responsibility of refer to common wire nails, except as noted.The othe s to ascertain that design loads utilized on these attached design drawings were prepared in accordance dra Ings meet or exceed the actual dead loads imposed with " National Design Specifications for Wood by tl ie structure and the live loads imposed by the local Construction" (AF&PA), " National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI/TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. ITIS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REv IEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS P 1ANUFACTURER. MiTek USA, Inc. 6904 Parke East Blvd. Tamr a, FL 33610-4115 8Tel: 13-972-1135 mmm i Te k Fax: 813-971-6117 I f BCS141 SUMMARY SHEET GUIDE FOR HANDLING INSTALLI Q RESTRAINING AND BRACING OF TRUSSES SPANS OVER.ff-MAY.-REQUIRECOMPLEY,PERMA F BRACING.P179a ALWAYS CONSULT A PROFESSIONAL E14GI14EE GENERAL NOTES NOTAS GENERALES HOISTING R MMENDAT1ONSFORTRUSSBUNDLES Trusses are not marked in a RECOMENDA NB PARA LEVANTAR PAQUEM DE TRUSSES. any way to Identify Los trusses no elfin marcados de ningrin modo erre the frequency or location Of temporary lateral Wahl iique la freaarda c hcallzac!6nde-s ',ldn lateral Warning! 't overload the crane. restraint and diagonal trade.Fellow the y arriostre diagonal temporaks.Use as reporrandaciones iAdvertenc !iNo sobrecar ue la ! recommendations for handing,Installing and de mansyo,Mstalacldn,restrioddn y ant0.5tre temporal de g tdnporary,selp ning end tracing of trusses. los trusses.Vet el Oto BGU Gua de BLaw,a PrAtYia Never use nding alone to lift a bundle. Rehr to SCSI Guide in mr Practice for rare el Mar el!o in"taiaddn.RistdrekSn y Ardor do kx Do not lift gmup of individually banded bundles. .Installim Rest Wm A Braebm of TrL—de Madera QMZMdos Opo Placis de Meld*►* Nunca use lo Ins empaques para levantar un paquete, Trusses***for para!nkmladdn mills delalada. No levante in grupo de paquetes empaqueandos j more detailed Mt imitation• individua ntes. � Los dibujos de diseno de bsirusses puede,espedfkar las Truss Design Drawings may specify locations of loralhadones de testrioddn lateral permanaute o rOk4 m r7r A single lift point may be used for bundles Pormanent lateral restralM or reinforcement for en losmaribroslndividualesdeltruss.Vel lshojaresumen tJ with trusse up to 45'. IndvWlrel tell members, Refer to the ACSL- BCSI-B3–ResidaiiiNArdostre Perna ,rennets Two lift poimay be used for bundles with Wamingl Do not over load supporting B3 Sumrrnry Stueet – PermarreM 11CORiM/ I MlPmhras Sp UridN s***para mil h(pmladpn.q trusses up V.)60', structure wilt)truss bunde. %I W of Chords At Web Members***for more redo de kis diselke de anlostres pemwnentes son a Use at least 3 lift points for bundles with iAdvertenda!No sofxeia Xinforrnatlon.All other plemnent bracing design responsabllided del Disefiiador del Edifido. trusses gr ter than 60', a oda ion el rgue a estructura rrxporl Hty of the Building Designer poy paquete de trusses, Puede user n solo lugar de levantar para Q The consequences of Improper handling,erect paqurtes ch trusses hasty 45!lees. Place truss bundles in stable position. ing,Installing,restraining and bracing can result al f. Puede user jos puntos de levantar para Puss:paquetes de trusses en uta poshcron In a collapse of the structure,or worse,serious paquetes hi stat 60 pies, estable. i personal injury or death. Use por to r tenos ties purdos de levantar para EI resultado de un manejo,levantamiento, paquetes in is de 60 pies. " instalaCi6n,restriction y arrisotre incorrecto puede INSTALLATI OF SINGLE TRUSSES BY HAND r ser la cnida cue la estrucbrra o acre,peon,hendos o INSTALAci6i I DE TRUSSES INDIVIDUALES POR LA MANO muertos. Trusses 20' Trusses 30'or " Or less,Su.ia less,support at. ®Banding and truss plates have sharp edges.Wear port at W1, quarter points. ykrves when handling and safety glasses when Sopprte Sopprte de cutting bantling. del PC()los los cuartos Empaques y pacas de metal benen bordes trusses de de traria los afilados.lave guantes y lentes Drotectores cuando 20 pies p trusses de 30 Trusses up to 20' I I t Trusses up to 30'-10 mite los empaques. menus. Trusses hosts 20 pies Poes o menos, Trusses haste 30 plea HANDLING — MANE70 HOISTING OF INGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDMDUALES . Q Sol� t ss In position hh thea nonetuntil top chord temporary lateral restraint B Avoid lateral bending,—Evlte a flexion lateral. Use special care In UUlice cuidado Sostenga ca ja truss en posiri6n run equip,de.grua hasha que a restficc16n lateral temporal de is windy weather or especial en d!as cuerda supeior este instaiado y el truss esti asegurado en fol soportes. near power lines ventosos o cerco de and airports, cables elktricos o de ®Warning!Us ng a sirgle pick-pant at the peak aeropuertos. can damage the truss !Advertent) EI use de tin sola lugar to el pito para le r d ntar puede hater at truss. Spreader bar for truss NOISTING 1111011011011ENDATIONS FOR SINGLE TRUSSES oro•or lea ®The contractor Is responsible for property RECOMENDACI NES PARA LEVANTAR TRUSSES receiving,unloading and storing the trusses O O INDMDUALES at the jobsite. EI comratista tiene la responsatiilidad de Use proper rig- Use equip,apropiado Apprmt,to y recibir,descargar y almaceror adecuada- ging and hoisting para levantar alr`1°a Iona" mente los trusses en a obra. equipment, improvisac Tau",UP Tr so Tasaro —yl TRUMU NABTA 3O KU Althich ••"';i;.. ..,;.i Taos- Tet Locals spMew bw 10,ox- bar xbar 112 Io �j above m aeaback mar. ! Truss Islip "1 mi6aaWhr Es u►TOfor 's xi �.� 4 NASTA W PIEe i ' S.Z.a0r• :�K- Yy, _ IIS SMsdnbw=fa •y am wm imp Tag Il If trusses are to be stored horizontally,pace 7RUUn UP TO AND OYER blocking of sufficient height beneath the TMMES NASTA T SOM w Pres stack of trusses at foto Mort ncenter. uDo n b s ve a imene TEMPORARY RESTRAINT& BRACING For)erases stored for more than one week, unfxaced hurdles verticaimente los � euver bundles at prevent masWre gain but apright trusses suelbos. RESTRI CION Y ARRIOSTRE TEMPORAL atkow for verublaltau. " Refer to SCSI Guide to Good Practice for Refer to - 7 Summary Sheet–Truss dandling,Installing.RestraMino&Bracwta *A* TOP Chord Temporay of Met , Metal Plate Connected Wood Tr rsses";* for more in ation. Lateral Restraint for more detailed Information pertaining to vet eI resu BCS]-B -Instaia i6n de (TCTLR) handling and jobsite storage of trusses. mooral**r 20 min. Si los trusses aslant,yuarcladopara pias in rnadrn), s horizon- .. . Wlmente,ponga bloqueando de altum locate gran d txace for first truss directly in ' suticiente detras de la pia de los trusses a 3 line with all s of top chord temporary at- ^ pasta 10 pies en el centro. oral restrain(see table In the next column). Do not store on No alnacene en Coloque los iniostres de Uerra para el primer Para trusses guardados par mss de uma G uneven ground, tierra desigual. truss directs Pente en pinta con cads una de Brace flinst buss semina,cubm los paquetes para prevenir las plias de rstrim6n lateral temporal de Is aumento de hurriedad Pero pennita vend- cuerda supe (vea a uettlort of edditrortN table en Ie Proxima — �� bus ate• columna). Yea el foieto BCSI Gufa de Buena Practka para el Manejp,litMalaridn.Rearircibn v Ar- v ®Do not walk on unbraoed riostre de los Trusses de Madera�.on *rr� ,, '.. trusses. con Placas de Metal**v-Para infrxmacion etas W `"' No canine en trusses detaltada spore el manejo y aimacenado de sueiros, los trusses on area de trattajn. _ VANOS MAS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEO,PO FAVOR,SINPRE CONSULTE A UN INGENIERO PROFESSIONAL i � , • FOR TRUSSES UP TO X-O" ON-CENTER AND 80'-0"IN LENGTH t PARA TRUSSES HASTA 2 PIES EN CENTRO Y HASTA SO PIES DEONGZTUD Ire'- 4 f1 ® ������� _��=Spans over 60'require more complex temporary installation �. stramt/bracing.Consult a registered design professional. Los tramos mas de 60 pies requieren restriccOn/arriostre de instalacidn 1poral mas compll Consulte a un profesional registrado de disen"o. DANGER!Disregarding handling,installing,restraining and bracing safety ,t recommendations is the major cause of truss erection/installation accident. � EI no seguir las recomendadones de manejo,instalacidn,restriction y arric 5tre es la causa principal de los accidentes durante la erecd6n/instalaci6n de trusses. = Lateral restraint is NOT adequate without diagonal bracing. Diagonal. La Restricd6n Lateral NO es adecuada sin el Arriostre Diagonal. bracingLateral restraint Always diagonally brace for safety! iSiempre arriostre diagonalmente para seguridadl MAXIMUM SPACING FOR TOP CHORD TEMPORARY LATERAL RESTRAINT(TCTLR) EL ESPACIAMIENTO MAXIMO PARA LA RESTRICCION LATERAL I-EMPORAL DE LA CUERDA SUPERIOR(TCTLR) - The graphic at left shows the maximum on-center spacing(see*at TCTLR shown In left)of TCTLR based on truss span from the table in Step 2 on page 2. 1'? .,...,,� TMR es most2do Diagonal bracing an • Ground bracing not shown for clarity. shown in ed Arnostre diagonal es Apply diagonal bracing or structural sheathing immediately. For spans mostrado en over 60'applying structural sheathing immediately is the preferred method. »» � EI dibujo a la izquierda muestra el espaciamiento maximo en el centro (vea*a la izquierda)del TCTLR basado en los tramos de trusses de la 4'o.o_m tabla en el Paso 2 en la pagina 2. 10 80, ; No se muestra el arnostre de Berra para clandad. r.°gsapa ° °pt°as °Ptp6p' �t0 • Aplique inmediatamente el Arriostre Diagonal o el Entablado ns°p t°3p' op Chord Tempora Estructural(structural sheathing).Para tramos mas de 60 pies el T Lateral Restraint metodo preferido es entablarlos inmediatamente. CHECK THESE ITEMS BEFORE STARTING ERECTION/INSTALLA ION AND CORRECT AS NEEDED REVISE ESTOS PONTOS ANTES DE EMPEZAR LA ERECCION/IN LACION Y CORRZ7ALOS CUANDO ES NECESARIO ` Building dimensions match the construction documents. I_= Trusses are the correct dimension. Las dimensiones del edi icio concuerdan con los documentos de construcci6n. Los trusses son la dimension correcta. iY11 Bearing supports(e.g.,walls,columns,headers, beams,etc.)are accurate) f Tops of bearing supports are flat,level and at the correct and securely installed,plumb and properly braced. elevation. Los soportes que sostienen cargas(ej.,paredes,columns, vigas de cabezera La parte superior de los soportes de cojinete son plans, vigas,etcetera)son instalados seguramente y con precision,y son nivelados niveladas y a la elevacidn correcta. arriostrados apropiadamente. Jobsite is clean and neat,and free of obstructions. $ Hangers,tie-downs,restraint and bracing materials are on site and La obra esta limpia,ordenada y sin obstrucciones. accessible. Los col adores(hangers),so ortes de ancla"e tie-downs ;r 9 P ) ( )y materiales Ground bracing procedure for first truss is based on site de restricd6n y arriostre estan accesibles en la obra and building configuration. Erection/installation crew is aware of installation plan and lateral El procedimiento de Arriostre de Tierra para el primer restraint/diagonal bracing requirements. truss es basado en el terreno y la configuratidn del El personal de erecci6n/instalaci6n es consciente del plan de instalacidn edil y los requisites de restriccOn/arriostre. _ Interior If ground level is too far ,77 Multi-ply trusses,including girders,are correctly fastened together prior to from truss for exterior lifting into place. ground bracing,use Los trusses de vans tapas,incluyendo travesan"os,son fijados juntos cor- interior ground bracing. rectamente antes de levantarlos en lugar Si el nivel del terreno es Any truss damage is reported to truss manufacturer. Refer toS]!-E ... demasiado lejos para Do not install damaged trusses unless instructed to do so by the building usarArnostre de Tierra designer,truss designer or truss manufacturer. i prior exterior,use Arriostre Algun dall a los trusses ha sido reportado al fabricante de trusses. lea el de Tierra interior. resumen + -E ."'No install trusses danados a menos que se dijeren el disen"ador del edifido,el disen"ador del truss o el fabricante del truss. 132Temp 090902 r ' e ■ i 4 Set Trusses 2,3,4&5 with TCTLR in Line with Ground Br ing Coloque los Trusses 2,3,4 y 5 con TCTLR en Linea con los Arriostres de Tierra Attach trusses securely at all bearings,shimming bearings as necessary. E camples of first five trusses set include: Sujete seguramente los trusses a todos los soportes,rellenar s6lidamente os soportes como sea necesano. Ejemplos de los prini cinco trusses colocali incluyen: See options below options below See options below x r a s� A,s4'i,ir i Y EXTERIOR GROUND BRRQNO ARITIOSTRE DE TIER2l EXTERIORzr. -0°'�h'� r h - �,���.��, =The following three(3)Short Member Temporary Lateral Restraint opt/ ns require that the diagonal bracing be installed continuously. Las siguientes tres options para instalar la Restricci6n Lateral Temporal df los Miembros Cortos requieren que el arriostre diagonal esta insta/ado continuamente. Option 1 Option Option 3 Short member temporary lateral restraint installed on Short member temporary lat al restraint installed Proprietary metal restraint products* top of trusses between tru ses Opti6n 3 Opei6n 1 Opci6n Productos de metal para restricci6n patentados* Restricci6n lateral temporal de los miembros cortos Restriccidn lateral temporal d los miembros cortos *These products are specifically instalados encima de trusses instalados entre trusses designed to provide lateral n"+ 11/2"minimum " Use 2-16d deformed shank restraint and are not just for I� end distance nails r iinimum at each 221/2" spacing.See manufacturer's 1%2 pulgadas restra t-to-truss connection. distancia de Use c irno minimo 2-16d specifications. extremo minima 22y2^ davos largos(shank nails)en *Estos productos son disenados Edo n'r use-_soar cada i onexi6n de restricci6n- especificamente para proveer a-tru restricci6n lateral y no son 2 nails at every connection _ r.'t�r?�s solamente para espaciamiento. 2 clavos en -�iJG0 Vea las especificaciones del cada conexi6n fabricante. 221/2" E Do net use Fphl' 27"+ 221/x° merit l) 221/x" use ntierrt�;r�r> =E�,srYns, AkM_OHEach truss must be attached securely at each bearing and all T LR installed before removing the hoisting supports. Cada truss tiene que ser sujetado seguramente en cada soporte y todas la TCTLR instaladas antes de quitar los soportes de levantar. W LATERAL RESTRAINT/BRACING M TERIAL AND CONNECTIONS CONNEXIONES Y MATERIALES DE RES rRZCCZ6NIARRZOSTRE LATERAL Minimum size of bracing and lateral restraint material is 2x4 stress-graded lumber or approved proprietary metal restraint/bracing, unless oth- erwise specified by the building designer. El taman"o del material de restricci6n lateral y arnostre debe ser por to r ienos 2x4 madera graduada por esfuerzo o restricci6n/arriostre de metal patentado aprobado,a menos que especifique el disenador del a l io. All bracing and lateral restraint members must be connected to each trL SS with at least 2 nails(see minimum sizes shown below),except for the short member restraints shown in Step 4,Option 2(see above),wh ch require 2-16d deformed-shank(i.e.,ring-or screw-shank)nails. Todos los miembros de restricci6n lateral y arnostre benen que ser con ctados a cada truss con un minimo de 2 clavos(ver los taman"os minimos most ados abajo)excepto para las rests icciones de miembros cortos mostrados en 1 Paso 4, Opd6n 2(vea arrii cuales requieren 2-16d clavos con largos es 106(0.1280") formados(Ej. largos de anillos o tornilloi 12d(0.1280.25") LW Drive nails flush,or use double-headed nails for easiest removal. 16d(0.1310.5") Clave los davos al raso,o use clavos de dos cabezas para quitarlos ma facilmente. BCSI - B3 SUMMARY SHEET PERMANENT RESTRAINT/IBRACING OF CHORDS AND WEB MEMBERS SPANS OVER 60' MAY REQUIRE COMPLEX PERMANENT BRACING.PEASE ALWAYS CONSULT A PROFESSIONAL ENGINEER Disregardin•q Permanent RestiarntlBracirin is a major cause.of truss field perfor T ,TLE,viovides information on the assumed support for the bottom chord.il , ,q not problems and has been s^own to lead to rod or floor s{stwres collapse. E TOD provoe in'o,,macrorr)pias el strode suounstoFara 43 cuerda rnren r. z DcKwdar-rt ArrostredRec_mecrtr'el-manentorsLimp cauupnraaraido prr6em a;de renchrmerrto del truss err Campo y habsa ccnoc4o a llevar a;derrunmoamrenro de � T stall bottom chard permanent Lateral Restraint at the spacing indicated on the 7D0 sstema cof tea u e rxl a id/or by the Building Designer with a maximum of 10'on center. swans over 60'may require complex permanent bracrng.Please always consult a I istale Restriecion Lateral permanente de la cuerda inferior all espaciamiento Registered Design> c#essaenal. Or icado on el TDD y/o por et Di"hador del Edificio con un maximo de 10 pies en el ,'A-i; „_„'Tramossonre 60 pis puecien repuerfr arm rermnntrrte cexrjo tlo.rV tavcv, c 111M sempre consatte a on P otesronaf Rectsarado de Dtsex, RESTRAINTJBRACING MATERIALS&FASTENERSla�e ! MATERIALES Y CZERRES DE RESTRZ40CI6N1ARRT0S?RE Common restramt/bracin4 matenats i=iude voloo structural panels,gypsum board sneathmc, B thom Chards shess-graded lumber,prairrietary moral products,and metal uuriirs and strap R ' Maten4lec ocimu€re5 de arRG1;1FaPC2SEPaIBIJfr imouveri panties tstrurtura es de ma cera,enta&do � d•:Y:�'•maderA y'zrgduad9 rxv asruerta,c:,ziouaffs de rata=patzrrataacs,yvagas aye satiorrr,v eras d meta,. s Lataial HestrerrEx4'r*t t i tanuir3i s10 ” S20 '' or greater lappelt over � two trusses 2 C scees,- arkn tori;a.:!2B °) �Sorna chord and swab members not. t 15d(0tF 1453 _L-�' stiown for clarity. "fid tA.t3ix3..:`y _ un Lateral Res#raiM and Diagonal Bracing"reed to brass trra Boriom Chord Mane. t'o it 116x3",.i - i 3. P rRMANENT BRACING FOR.THE WEB MEMBER.PLANE 36 l{O.tat x3 9°S 3. A RIOSTRE PERMANENTE PARA EL PLANO DEL MIEMBRO SECONDARto eras er aa:.raa,-r trouaRmerss may rzw tib rfie 7rils50m rre+rr 6,rt �ernusw,pterA b Merriber Permanent Bracing coliects and transfers buckiine restraint forces and/or latera" The ase 911rdamll m[l{x m u materia-sug as wmd oudi per:,jhi,ivm uo�mtl s thmis. [ as from wind and seismic forces,The same oracina can often be.used for beth functions. terar,rir9arrmcrair+r..p.,mtrrrs,;cr Is� tls,mruureic iaranr;.�r�nshtr�arelprraa7er#t,Niac eutfinril Ger ra,. A etre.FF:.mtarrerrre de k'rs Miemrros Secunddriii5 rerr y taasarr,filer.-as de re:trico6n de. PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS t der y/a canals late ares de rx rat?g=rue as s sm Cas A me oda ci m r a arra erre Fuede s r Udo Para orribcs ibncrorfes. ARRtOSTRE PERMANENTS PARA VARIOS PtAAfi")S DE UN TRUSS Tap K:hur.". Indio dual web Member permanent Restraint&Bracing Permanent Bracing 3s^mportant because it, »a a Resti,"cciiin y Arriostre Permanente de Miombros Secundarios Individualas aj prevents cut-Of--Mane buckling of truss cel the TD.tc derennine:which web members(if if any i require restraint to resist buckirnp, merttiSCrS. t9ekr _ .... `: _ h1 helps maintain proper truss spacing,and taenaoi Ri vw el TOO Para determrnar cuaies n e;bras sacu dances{sr algatrrds)requrererr restncloon t)resist;and transfers lateral loads From Flare TA rd reaista el force, w rad and se smrc forces. train and brace wathr I Ei aanostrc Permanente as irnperfante A,Continuous Lateral Restraint&Diagonal Bracing, Frr'rQue. B.Individual Member Web Reinforcement r aj gnprde of rcrcep cera-eie•plano ue los Ri srrrmayartn pre dun, m,ernbr n del truss, A kestrrecrcra Latera'Continua s,Ari cisme Diar,ona,,er trtap'uda tip arrtene•�pacanr me S.kehrerm ae Mxmnlac SecundaricsYnd vniasec. atvnarnado rte itis trusses,r' ic)restate F•Faso tors carga5 iateraies de R i i-clll,d A.Continuous Lateral Restraint(CLR) vento y fuerzas sionicas aplicadas a1 k Diagonal Bracing v sisterrra Jct truss, silucirral A. erstrkci6n Latest Cantinas(CER)y Arriostre i ° k Warning r iapanat Trussesrequi€e Permanent Bracing � 1apCnwd wthm ALL of the folietwing vanes: 't Forane „ TRP Chord F an A civ the CLR at the kxatron6 shaw*wt on the TLC. Bottom chord Plane ete et DLR an las u6asaciartes mostraido,lerl el 7W, s 'Neb MemDer Plane -y„ �. In tall the Diagonal Braiding at approximately 45°to the CLL and notation so that it crosties the T uses neaulerenArmostre terma,ner.reti in e proximity to the SLR.Attach the Diagonal Brace as doe.to the,Thin and Bottom ifs as grille and to each web re cnas=:�Ropevery 20"or lass. ¢Paniro rJe 700015sfguientes pianos_ C 1.Diana do la C'uerda Superior firl gale et Arriostim Diagonal a aprtns ame-rrte 41;4terdos at ctR'y to mcque para one crux 2 Ranac,d--r'a Cljcrda trcrior is werda muv ceii cal CLR,Stitere gArmoire Lhagolihl coma Jerwrra a Los'cuardaa inter to y F9an d l e4rer',roti Seeundar> c r u57 rat sea pc rh e Y a datcerda g e fa cr z,Repks cede Zb P a mantra; p t :t"J thou€Perrnana,t 5racrng'Che truss,or a wo,tion of r s members,will buckle(tw E PEES OF DG1q)HItL BRACING WITH C01dTINuOEl9 r y, ,all)at loads far less than desrgn_ LATERAL RESTRAINT r Sm er Amosme€etnrazrerte,ore fru> n ran parte tie lets m%rm err,,rpt?,ren fc; c.lma os faLararr),le tar,735 muchas meRo,aue tanal4rd^a�i ir<y.e#truss e5 dis.^rddUh a lteuat _„gra`� . nil P,a�UafC't vemtanent Continuous . €meal Rscstralrr z 1. PERMANENT BRACING FOR THE TOP CHORD PLANE 1. ARRIOSTRE PERMAAtENTE PARA EL PLANO DE LA CtFERDA SUPERIOR s e EVracarp ,` pyvmod,onented stand board J(Ua£j, a a or Wood or meta'structural punins.that arP Nil- in property braced, ° • .. ^#,-"w"�"-•-��`',,`�I7 Use a,ner•dtaraaaa panel de Rtrras orrenfacraF. (056",d vtpas s7trone~s mBderd a meat — "c ) - � rue cp t arra tradtt aoFadamentc. Truss CFon'h assumrawrrged d&up prosv�ec•. n.-*-- '"'„ • ' G up of 3 Trusses "sots:Sorra mord arab was mern�!.•:: n o matsan c:the assumed a, sport for the tad r o t s xrrn tar c6an Crod. - B Dkruru dei Dasc no ore Tnis(DD)px,vee Jnr K br a rn�a ho CA arc .it mt par. -^S;nxturai tnfOfFraaCh"REV;XE e,SQLKrr'fe suou...5tc,para la x,wcrflid pro rhe BMW,Lolq',a _ ShaaAun� thagona l 4, *'f "Spada Fastener sze and speong requirements and oende for 4, he sheathing,p r(, sane bra fro an, provided in the Y GiaaonaLater. butdtnp cow andrer by tare Buitasino E,�esrane �>y. -r. Hest ori c ft taxman r oe 00,re,*regnrsrrvs de p gado para ei entafpade urges de,soror?e F 4mospre sop p rrmstas en ei cc ari?o de>edrfla 11fa plr e Drsena azo{de+Edmr. F.a - ate alRestrslr, Group of2Trusses 2. PERMANENT BRACING FOR THE BOTTOM asks CHORD PLANE us gat rail kestrarrit&ir.aaonal Erarma can also reed �u5. um�u; 2. ARRIOSTREPERMANENTE PARA EL PLANO DE LA Cil INFERIOR r."� sm 'groups r true-mss(�e,three c,r less:.Attawh th Latt I Restiamt&Diagonal Brace is ear,vea Use row,of continuous late al Restraintbrit L aaonai i,;acing, IT board boar;!sheathing^r ward oe sGt th�r Bross. e: rn-ir LiYrefai l%4r a5Lre Daaronal rarr bion puede s r u5a o cop,rrurrps F lue ce Use 15raz ore P serrCGGn Latera,.onnr;uatier,A:rrosbe Daagona',e taFdaGo oe yef--:r rr 4 reit,pec iF rept 5,'.a"uie,e as&s cots,Fatefar eJ 4mrosrr Dragarrai a dada miemt,,c* racfrs rg:ri.:. sa ,naarz Live lits uuzarr.. RESTRICCION 1 ARRIOSTRE PERMANENTE DE LAS CUE DAS Y LOS MIEMBROS SECUNDARIOS TRAMOS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.POR FA OR,SIEMPRE CONSULTE A UN PROFESIONAL DE DISENO REGISTRADO. Constru ion loads are those loads imposed on the unfinished building as a result of the construction process.Typical construction loads include the weight of the workers, equipment, and building materials,to name a few. For example, a bundle of plywood h x , sheathingor gypsum board stacked on trusses temporarily creates � � 0 ,. w constru ion loads. 7 Cargas de construccion son las cargas que estan impuestas a los edificios incompletos como resultado del proceso de construccion. Cargas de construccion tipicas incluyen el peso de los trabajadores, el equip y los materiales de construccion, etcetera. Por ejemplo, un paqij ete de entablado contrachapado o tabla de yeso apilados temporc.Imente sobre los trusses crean cargas de construccion. Z, Make sure that the truss assembly is properly restrained and brc ced according to the guidelines in SCSI- W,"`and B1SI-52— before placing any construction loads on them. Con truction loads shall only be placed on fully restrained and braced structures. Asegtirese que el mori del truss esta adecuadamente restr,ngido y arriostrado segun las pautas en CS, '- I"` y C*51-E.2"` antes de colocar alguna carga de construccion er, la estructura. Solamente coloquen cargas de construccion arnba de estructuras cuales son restringidos y arnostrados col r7pletamente. ® C Stacking excessive amounts of construction materials on floor or roof trusses is an unsafe practice. Prop- erty damage, personal injury and/or death are possible if thiswarning is not heeded. '�: ' °`Apilando cantidades excesivas de cargas d construccion sobre trusses de piso u techo es una prac- tica peligrosa. Dan"o a la propiedad, herida personal y/o muerl e son posibles si no sigue esta advertencia. 1= Trusses that have been over-stressed due to excessive co istruction loading will usually show excessive sagging (deflection) and at least a portion of this deflection will remain even after the load has been removed. In more severe cases, broken truss members and/or failed truss joints may re 3ult. Los trusses que han sidos demasiado estresados debido a cargas de construccion excesivas usualmente demuestran una desviacion excesiva, y por to menos una parte de este de viacion se quedaran aun despues de que la carga se haya quitada. En casos mas severos, miembros quebrados del trus y/o junturas falladas pueden resultar. CONSTRUCTION LOADING °S AND 2QLN" S exceed stack heights listed in the table. QUE, E Y f�ACE CON LAS CARGAS NO exceda la altura de monton indicada en la tabla DE CONSTRUCCION que sigue. Max um Stack Height for Material on Trusses DON'T stack materials on unbraced Maximua Alt ra de Monton para Material encima de los Trusses trusses. Material-Mate ' I Height-Altura !y0 amontone materiales sobre Gypsum Board- bla de Yeso 12"- 12 pulgadas trusses que no esten arriostrados. Plywood or OSB-Madera Contrachapada u OSB 16"- 16 pulgadas Asphalt Shingles Teja de Asfalto 2 bundles-2 paquetes Concrete Block-i Iloque de Hormingon 8"-8 pulgadas y: Clay Tile- Teja d Arcilla 3-4 tiles-3-4 azulejos Note:Limit stacking per ods to approximately one week,unless alternative information is provided by the Building Designer,Tr iss Designer or Truss Manufacturer. DONT overload the trusses. Lateral Diagonal Properly restrain and brace trusses before Bracing NO sobrecargue los trusses. Restraint g stacking construction materials on them. t e Stru ural V She hing WonstLoad 090520 w s s Awl & , s . 40 «p O \ I =t 4 � , Z o WE "' cqi S �QD� pp o vC2 C4 An f- in o o O C t-� O C u O N .Y t L � _ c 'a O N Q) O O 0 O � O =W :3O O a O 02 m cav m v m rN• U ui G E va E x CL— ¢ $ EN p a w E 4--j N _ p o O o p O N amiU) 0 N ap s ggB .y O c U 4C-' � N CL O p f o 5 qy a a W -0 d ! OV- WNN O r VO N � 0 3 w E c ° HfillEe• ' Y3 ° O N X E •pp O f o .� O N 3 •0 W• = F as�� � N 01 O Z > E z p 3 0 M CL E U C U = p �. ' .Y O • 3 C 0 _ �9 bp) CQdOO � p' N VOp O C Cp s a� o jas uo ARE � 00 u, dC a,a � — C °X rn 9 0C m0 C p ° U, 3 s wo U'a ° C .`O. y CO CO° %-p01 a ' ts}�sai l3att t`E 01 oVp� ° v0N v0 E ca QO w ER d ,° p •' E 0 6 °p ° o ° E J ° ENuu00aoaO u o uIt CD. j ° NO >%ENE 0E � wp E o ° a Vovv - Ep zaco %- .oEE + °EEmE ° Ec ° 1 x ac Ea E° > vo EaEo t'x E xmvu o ° > cvav ° cwvE .av vdm0EEax � 0 ( 0 3:S L ' 0.� ,� 3 v CLZ a v - to va o w 0 Uv .. t o vC .3. pa�O n �u 6_cp0 a oo ,tvccv'cE d V� ca 'v c av N X dA ,S•L d a � 7 N aQrv• p M. � CD ' o � E EuLOc 0 Ef x0EoiEvC E ? E E ° > 0 aupu ' i cUn ` ZaO Q `o 0 C9w ar Cw w • U V)XO Elite N N W w a it i' Ridgway Roof Truss Company (Trusses and Prefabricated Bu(ding components) Mailing: P.O. Box 1309—Gainesville, Florida`, 260 Physical: 235 SW 11 th Place — Gainesville, Florida 32601 Telephone: (352) 376-4436 Email:Sales@ RidgwayTruss.com FAX: (352) 371-3316 www.RidgwayTruss.com WA 'ING C..3 THESE TRUSSES MUST BE -- HANDLED AND ERECTED ACCORDING TO BCSI SUMMARY HEEA 0 o z http://www.sbcindustry.docs/0 _bcsi_booklet_final, E A O o � SEE TABLE OF CONTENTS a H SEAImEE 0a MANUAL DESIGN N M U S � PROJECT NAME: Russell Residen e Lot 19 Oceanwalk JOB NUMBER: 12-0329 CONTRACTOR: 84 Lumber Oranize 6rk, FL DATE: 05/23/2012 'rt REVISIONS: COMMENTS: R. Lumber design values arein accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely n lumber values established by others. i MiTek"' i RE: 120329- MITek USA, Inc. Site Information: 6904 Parise East Blvd. aV115 Customer Info: 84 LUMBER-ORANGE PARK Project Name: Russell Res. Lot 19 cere riwFLa��61oaael: - Lot/Block: - Subdivision: - Address: - City: St Augustine State: FL Name Address and License#of Structural Engineer of Recor If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads(Individu 31 Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010 Design Pro m: Online Plus 30.0.008 Wind Code: N/A Wind Speed: N/A mph Floor Load: 5A psf Roof Load: N/A psf This package includes 10 individual,dated Truss Design Drawing and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Tr iss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Prof ssional Engineers Rules. No._ Seal# Truss Name Date HOP DRAWING REVIEW DISPOSITION - - �1 I T4400198 I F1 5/23/012) L2—1T4400199 F2 __ _�5/23/012_I A e deli N:Review of shop drawings is only rel conformance with �3 T4400200 F3 the desig concept of the project and does not relieve the contractor l_____ � _5/23/012 of respor 5ibility for any deviation from the requirements of the shop 14 IT4400201 IF4 5/23/012 drawings Contractor shall determine and verify all field measurements. L5 _T4400202 �F5 5!23/012 1_114400203 F6 5/23/012 O"APP VED ❑ RETURNED FOR CORRECTION l7_____1T440C204 IF7 _ �5/23l012___� �8_�14400205 �F8 _ 5123%01 1 ❑ APP OVED AS NOTED ❑ RETURNED WITHOUT ACTION �9 IT4400206 _f F9 5/23/012 ❑ NOT PPROVED ❑ SEE TRANSMITTAL LETTER 10 14400207 F 10 �5/23/012 � COMMENTS BY DATE_a,___201Z- HULSB RG FNGINEERING,INC. FL CERT.25846 11481 E T AUGUSTINE RD.#202 JACKS NVILLE, rL 32258 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters �.� .`NS . I/ provided by Ridgway Roof Trusses. '"� Truss Design Engineer's Name: Albani, Thomas :' Ncy -3 c 183 My license renewal date for the state of Florida is February 28,2013. ` NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss ' `TA r F components shown. The suitability and use of this component (7 for any particular building is the responsibility of the building >, •.• ra�'�` designer, per ANSI/TPI-1 Sec. 2. � ;� � )N�►o FL Geri. 6634�� May 23,2012 Albani,Thomas 1 of 1 I 11 'T'able of C ntents 1.General Notes 2.WTCA 1-1995 ( Standard Responsibilities in the Design Process nvolving Metal Plate Connected Wood Trusses) 3.Engineering (insert) 4.Layout of Truss Place ent Plan (insert) s. Jobsite Package w/ BC SI B-1, B-2, B-3 and B-4( Handling, Installing and Bracing Information) http://www.sbcindustry.com/docs/06-bcsi-booklet-final.pdf 6.Standard Chord and Web Repairs ?.Examples of Permanent Web Bracing i WoodaTrw Council of America o Standard Res onsibilities in the Desi n Process Involvingetal Plate Connected od Trusses WTCA 1 -1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate institute it I 2.0 OWNER RESPC NSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, . corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the R following: 3. Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design 3.2.2 Information to fully determine all truss profiles; Documents,the effect of eachTruss Design Drawing andTruss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3. Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live toads applicable to eachTruss including, braced,buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, (a)anchorage to solid end walls;(b)permanent diagonal floor,partition,mechanical,fire sprinkler,attic, bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; . 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings,approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and eachTruss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review,approval and return of each Truss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 120329 FI 1 M100 290706 10400 0 0 T4400198 Russell Res. Lot 19 Oceanwalk HO 1-4-0 HO 1-4-0 N N N N N N N N N N N N N N O N N N N N N N r1 11 N 1-1 1-1 .i .-1 .-1 .-1 r1 11 11 N 11 0 .-1 N 11 .-1 H 1-1 .-I OD O V CD O a OD O V OD O V m O ID O0 V OD O V m O V O O O O O O O O O O O O O O O O O O O O O O O N M V W r` OD O r1 N V to b 00 On TC .-1 N V Ifl l0 O O 1 - HN .-1 -1 N N N 04 N N N N (W)3x5 - S1 2x4112x4112x4112x4112x4112x4 112x4 112x4 112x4 112x4 112x4112x4II x4112x4112x4112x4112x4112x4 112x4 112x4 112x4 112x4113x411 G F FF GG HH II JJ KK LL MM NN 00 PP QQ RR SS TT W VV WW XX YY ZZ I 1-4-0 H J 3x4 I I EE DD CC BB AA Z Y X W V U T S R Q P O N M L K 3x411 - 2x4112x4112x4112x4112x4112x4 112x4 112x4 112x4 112x4112x411 x4112x4112x4112x4112x4112x4 112x4 112x4 112x4 112x411 S2 (W)3x5= 11C v v a V v v v v v v v V v a v v a a V a v m 0 0 0 0 o O o 0 0 0 0 0 o O o O o O O o 0 0 ID O N W O N tD O N 1D O N b O N �D O N W O N r O O .-1 O O O O .-1 O O 1-1 O O r1 O O H O O .-1 N V in 1D 00 01 O N (•1 V t` OD O � N V Ill t0 m a ,-1 N N N N N N N N 29-7-8 ALL PLATES ARE 4T2020 Scale:0.209"=V MiTekcR) Online P1usTM APPROX. TRUSS WEIG : 162.5 LBS Online Plus --Version 30.0.008 WW-XX0.08 8 C 0.00 0.08 Plate -MT!H 20 Ga, Gross Area RUN DATE: 22-MAY-12 XX-YY 0.08 9 C 0.00 0.08 Plate -M.8 18 Ga, Gross Area NOTES: YY-ZZ 0.08 9 C 0.00 0.08 Jt Type P t Size X Y JSI Trusses Manufactured by: Southern Pine lumber design ZZ-I 0.08 10 C 0.00 0.08 F MT20 2 Ox 4.0 0.2-0.5 0.47 RIDGWAY ROOF TRUSS values are those effective --------Bottom Chords--------- FF MT20 2 Ox 4.0 Ctr-0.5 0.47 Analysis Conforms To: 06-01-12 by SPIB//ALSC UON H -EE 0.02 0 T 0.00 0.02 GG MT20 2 Ox 4.0 Ctr-0.5 0.48 FBC2010 CSI -Size- ----Lumber---- EE-DD 0.01 0 T 0.00 0.01 HE MT20 2 Ox 4.0 Ctr-0.5 0.48 TPI 2007 TC 0.09 4x 2 SP-#2 DD-CC 0.01 0 T 0.00 0.01 II MT20 1Ox 4.0 Ctr-0.5 0.48 Attach Ribbon Post(s) with BC 0.02 4x 2 SP-#2 CC-BH 0.01 0 T 0.00 0.01 JJ MT20 Ox 4.0 Ctr-0.5 0.48 Mechanical Fasteners. WB 0.11 4x 2 9P-#3 BB-AA 0.01 0 T 0.00 0.01 KK MT20 Ox 4.0 Ctr-0.5 0.48 Design checked for 10 pelf non- AA-Z 0.01 0 T 0.00 0.01 LL MT20 2 Ox 4.0 Ctr-0.5 0.48 concurrent LL on BC. Brace truss as follows: Z -Y 0.01 0 T 0.00 0.01 M4 MT20 2 Ox 4.0 Ctr-0.5 0.48 This truss must be installed O.C. From To Y -X 0.01 0 T 0.00 0.01 S1 MT20 W3 Ox 5.0 Ctr Ctr 0.00 as shown. It cannot be TC Cont. 0- 0- 0 29- 7- 8 X -W 0.01 0 T 0.00 0.01 NN MT20 2 Ox 4.0 Ctr-0.5 0.48 installed upside-down. or 48.0" 0- 0- 0 29- 7- 8 W -V 0.01 0 T 0.00 0.01 00 MT20 2 Ox 4.0 Ctr-0.5 0.48 Max comp. force 141 Lba Bc Cont. 0- 0- 0 29- 7- 8 V -U 0.01 0 T 0.00 0.01 PP MT20 2 Ox 4.0 Ctr-0.5 0.48 Max tens. force 0 Lbs or 120.011 0- 0- O 29- 7- 8 U -T 0.01 0 T 0.00 0.01 QQ MT20 2 Ox 4.0 Ctr-0.5 0.48 Connector Plate Fabrication T -S 0.01 0 T 0.00 0.01 HE MT20 2 Ox 4.0 Ctr-0.5 0.48 Tolerance- 108 psf-14 Dead Live S -S2 0.01 0 T 0.00 0.01 SS MT20 2 Or 4.0 Ctr-0.5 0.48 This truss is designed for a TO 10.0 40.0 S2-R 0.01 0 T 0.00 0.01 TT MT20 2 Ox 4.0 Ctr-0.5 0.48 creep factor of 1.5 which BC 5.0 0.0 R -Q 0.01 0 T 0.00 0.01 W MT20 2 Ox 4.0 Ctr-0.5 0.48 is used to calculate total TC+BC 15.0 40.0 Q -P 0.01 0 T 0.00 0.01 W MT20 2 Ox 4.0 Ctr-0.5 0.48 load deflection. Total 55.0 Spacing 24.0" P -0 0.01 0 T 0.00 0.01 WW MT20 2 Ox 4.0 Ctr-0.5 0.48 Lumber Duration Factor 1.00 O -N 0.01 0 T 0.00 0.01 XX MT20 2 Ox 4.0 Ctr-O.5 0.48 Plate Duration Factor 1.00 N -M 0.01 0 T 0.00 0.01 YY MT20 2 Ox 4.0 Ctr-0.5 0.48 Fb Fc Ft Eain M -L 0.01 0 T 0.00 0.01 ZZ MT20 2 Ox 4.0 Ctr-0.5 0.48 TC 1.15 1.10 1.10 1.10 L -K 0.01 0 T 0.00 0.01 I MT20 3 Ox 4.0 Ctr-0.5 0.37 BC 1.10 1.10 1.10 1.10 K -J 0.01 0 T 0.00 0.01 H MT20 3 Ox 4.0 Ctr 0.5 0.32 -------------Web-------------- EE MT20 2 Ox 4.0 Ctr 0.5 0.48 Total Load Reactions (Lbs) H -F 0.11 59 C 0.00 0.11 DD MT20 2 Ox 4.0 Ctr 0.5 0.48 Jt Down Uplift Soria- EE-FF 0.01 141 C 0.00 0.01 CC MT20 2 Or 4.0 Ctr 0.5 0.48 H 3240 DD-GG 0.00 132 C HE MT20 2 Ox 4.0 Ctr 0.5 0.48 CC-HH 0.00 133 C AN MT20 2 Ox 4.0 Ctr 0.5 0.48 it Erg Size Required RH-II 0.00 133 C Z MT20 2 Ox 4.0 Ctr 0.5 0.48 H 355.5^ -1"-to- 354" AA-JJ 0.00 133 C Y MT20 2 Ox 4.0 Ctr 0.5 0.48 Z -KK 0.00 133 C X MT20 2 Ox 4.0 Ctr 0.5 0.48 4!!! Plus 1 UBC LL Load Case(s) Y -LL 0.00 133 C W MT20 2 Ox 4.0 Ctr 0.5 0.48 tt��r`,�,�„i A. �•'7• W -NN 0.00 133 C U MT20 2 Ox 4.0 Ctr 0.5 0.48 4♦ • C,,E I V •• d�I'�,, • Membr CSI P Lbs Axl-CSI-Bnd V -00 0.00 133 C T MT20 2 Ox 4.0 Ctr 0.5 0.48 !♦j,� e••w\ t`�•��� s ----------Top Chords---------- U -PP 0.00 133 C 9 MT20 2 Or 4.0 Ctr 0.5 0.48 F -FF 0.09 7 C 0.00 0.09 T -QQ 0.00 133 C S2 MT20 W3 Ox 5.0 Ctr Ctr 0.00 ,� ,,:N'o 3 9 3 8 G FF-GG 0.09 6 C 0.00 0.09 S -RR 0.00 133 C R MT20 2 Ox 4.0 Ctr 0.5 0.48 GG-HH 0.08 6 C 0.00 0.08 R -SS 0.00 133 C Q MT20 z ox 4.0 Ctr o.s 0.48 _ r HH-II 0.08 6 C 0.00 0.08 Q -TT 0.00 133 C P MT20 2 Ox 4.0 Ctr 0.5 0.48 II-JJ 0.08 6 C 0.00 0.08 P -W 0.00 133 C 0 MT20 2 Ox 4.0 Ctr 0.5 0.48 t'} _✓`' JJ-KK 0.08 6 C 0.00 0.08 0 -W 0.00 133 C N MT20 2 Ox 4.0 Ctr 0.5 0.48 ,..rt' -� Q:Z: KK-LL 0.08 6 C 0.00 0.08 N -WW 0.00 133 C M MT20 2 Ox 4.0 Ctr 0.5 0.48 • //4�-� 5 1-AT Ems- V F- •'`J LL-MM 0.08 6 C 0.00 0.08 M -XX 0.00 133 C L MT20 2 Ox 4.0 Ctr 0.5 0.48 I LJ•' •�r MM-Sl 0.08 6 C 0.00 0.08 L -YY 0.00 133 C K MT20 2 Ox 4.0 Ctr 0.5 0.48 �f'�,(• �� �^n 4'� •f ♦\,♦ S1-NN 0.08 6 C 0.00 0.08 K -ZZ 0.00 134 C J MT20 3 Ox 4.0 Ctr 0.5 0.37 i �` ••{� 0 R ` V NN-00 0.08 6 C 0.00 0.08 J -I 0.04 41 C 0.00 0.04 offlJ •'•` '"•• ��*♦ eel-QQ 0.oe 6 c 0.00 0.oe 0.0 J -I o.04 41 c o.o0 0.04 MR�TskWlndu tries , Inc. ftj�/O N A`�-!!!< QQ-RR 0.08 6 C 0.00 0.08 TL Defl 0.00" in S -R L/999 6904 Park East Blvd. RR-SS 0.08 6 C 0.00 0.08 LL Defl 0.00" in S -R L/999 Tampa, FL 33610 SS-TT 0.08 7 C 0.00 0.08 Shear // Grain in F -FF 0.12 FL Cert. 663- TT-W 0.08 7 C 0.00 0.08 REFER TOO INE PLUS GENERAL 4 �I W-W 0.08 7 C 0.00 0.08 Plates for each ply each face. NOTES AND YMBOLS SHEET FOR W-WW 0.08 8 C 0.00 0.08 Plate - MT20 20 Ga, Gross Area ADDITIONAL SPECIFICATIONS. Online Plus"0 Copyright MiTek01996-2012 Version 30.0 008 Engineering-Portrait 5/22/2012 6:09:56 PM Pagel May 23,201 2 Job MarkQuan Type SpanPl-Hl Left OH Right OH Engineering 120329 F3 5 M100 151012 10400 0 0 T4400200 Russell Res. Lot 19 Oceanwalk Ho 1-4-0 HD 1-4-0 a 0 rn m o TC 2-7-8 1 5-1-8 1 6-5-4 1 8-0-4 10-6-4 1 13-0-4 1 15-7-12 4x4= 3x3- 3x3- 1x3 3x3 3x3- 3x3- 4x4- G T U V W X Y J -T- H g 1-4-0 2x411 S R Q P O N M 2x4 II 4x4= 3x3= 3x3= 1x3 11 3x3- 3x3- 4x4- W:308 W:508 R: 855 R: 855 15-10-12 ALL PLATES ARE 4T2020 Scale:0.367"=t' MiTek® Online Plus- APPROX. TRUSS WEIG : 105.6 LBS Online Plus -- Version 30.0.008 Q -P 0.71 2708 T 0.32 0.39 NOTES AND SYMBOLS SHEET FOR RUN DATE: 22-MAY-12 P -0 0.70 2708 T 0.32 0.38 ADDITIONAL SPECIFICATIONS. O -N 0.43 2449 T 0.40 0.03 Southern Pine lumber design N -M 0.28 1555 T 0.25 0.03 NOTES: values are those effective M -L 0.02 0 T 0.00 0.02 Trusses Manufactured by: 06-01-12 by SPIB//ALSC UON -------------Webs------- ----- RIDGWAY ROOF TRUSS CSI -Size- ----Lumber---- I -G 0.26 848 C Analysis Conforms To: TC 0.65 4x 2 SP-#2 G -S 0.56 1103 T FBC2010 BC 0.71 4x 2 SP-#1 S -T 0.33 1039 C TPI 2007 WB 0.56 4x 2 SP-#3 T -R 0.31 611 T Attach Ribbon Post(s) with R -U 0.19 602 C Mechanical Fasteners. Brace truss as follows: U -Q 0.28 560 T O.C. From To Design checked for 10 psf non- Q -V 0.06 212 C concurrent LL on BC. TC Cont. 0- 0- 0 15-10-12 P -W 0.05 182 C Provide 2X6 continuous or 48.0" 0- 0- 0 15-10-12 W -0 0.11 355 C strong BC Cont. 0- 0- 0 15-10-12 O -X 0.16 321 T 10.0 Ft.Ft. (on edge) every Fasten to each or 120.011 0- 0- 0 15-10-12 X -N 0.19 605 C truss w/ 3-10d(0.1311lx3") N -Y 0.32 637 T nails at truss member(s). psf-Ld Dead Live Y -M 0.33 1040 C This truss must be installed TC 10.0 40.0 M -J 0.55 1097 T as shown. It cannot be BC 5.0 0.0 L -J 0.26 847 C installed upside-down. TC+BC 15.0 40.0 Max comp. force 2708 Lbs Total 55.0 Spacing 24.0" TL Defl -0.25" in P -0 L/736 Max tens. force 2708 Lbs Lumber Duration Factor 1.00 LL Defl -0.16" in P -O L/999 Connector Plate Fabrication Plate Duration Factor 1.00 Shear // Grain in W -X 0.26 Tolerance = 10% Fb Fc Ft Emin This truss is designed for a TC 1.15 1.10 1.10 1.10 Plates for each ply each face. creep factor of 1.5 which BC 1.10 1.10 1.10 1.10 Plate - MT20 20 Ga, Gross Area is used to calculate total Plate - MT2H 20 Ga, Gross Area load deflection. Total Load Reactions (Lbs) Plate - MS18 18 Ga, Gross Area Jt Down Uplift Horiz- Jt Type Plt Size X Y JSI I 855 G MT20 4.Ox 4.0 0.5-0. 0.79 L 855 T MT20 3.Ox 3.0 Ctr Ctj 0.89 U MT20 3.Ox 3.0 Ctr Ct3 0.82 ,`,��►11�(it!/ll�/` Jt Brg Size Required V MT20 1.Ox 3.0 Ctr cti 0.33 ♦ \ A. I 3.511 1.5" W MT20 3.Ox 3.0 Ctr Ct 0.26 ♦ ! L 5.5" 1.5" X MT20 3.Ox 3.0 Ctr Ct 0.47 ♦� `(�'�!��•E+ Y MT20 3.Ox 3.0 Ctr Ct 0.93 ,'•• •"c«�:„ Plus 2 Unbalanced Load CasesJ MT20 4.Ox 4.0-0.5-0. 0.79 Nv0 39380 Plus 1 UBC LL Load Cases) I MT20 2.Ox 4.0 Ctr 0. 0.45 fc _ Plus 1 DL Load Case(s) S MT20 4.Ox 4.0 Ctr 0. 0.97 r R MT20 3.Ox 3.0 Ctr Ct 0.89 _ Membr CSI P Lbs Axl-CSI-Bnd Q MT20 3.Ox 3.0 Ctr Ct 0.82 - �, X 441 ----------Top Chords---------- P MT20 1.0x 3.0 Ctr Ct 0.33 '". ' � TAT E ., . G -T 0.42 812 C 0.01 0.41 0 MT20 3.Ox 3.0 Ctr Ct 0.47 ;.Q 44/.; T -U 0.48 1998 C 0.09 0.39 N MT20 3.Ox 3.0 Ctr Cti 0.93 U -V 0.53 2708 C 0.09 0.44 M MT20 4.Ox 4.0 Ctr 0. 0.97 !I f�•' ♦♦ ! LS ... ♦♦ V -W 0.53 2708 C 0.09 0.44 L MT20 2.Ox 4.0 Ctr 0. .C? ® Ay 0.45 ! X Y 0.44 2013 C 0.09 0.35 REVIEWED BY: !l�f Y -J 0.41 807 C 0.01 0.40 MiTek Industries, Inc. --------Bottom Chords--------- 6904 Parke East Blvd. I -S 0.02 0 T 0.00 0.02 Tampa, FL 33610 FL Cert. 6634 S -R 0.30 1559 T 0.25 0.05 R -Q 0.50 2431 T 0.40 0.10 REFER TO ONLINE PLUS GENERAL Online Plus^a Copyright MiTek®1996-2012 Version 30.0.008 Engineering-Portrait 5122/2012 6:09:57 PM Pagel May 23,20 12 12 I I Job Mark Quan Type Span pi-Hi Left OH Right OH Engineering 120329 FS 6 M100 291100 10400 0 0 T4400202 Russell Res. Lot 19 Oceanwalk HO 1-4-0 HO 1-4-0 v m W V N W O O O O .-/ O N O 0 00 N "D O O O O O o " O N G1 TC 2-7-8 5-1-8 `D r- cO 11-4-8 14-0-0 16-7- 19-1-8 N I N 1 24-6-8 1 27-0-8 1 29-8-0 (W) x5- 2x4 11 1 2x4 11 3x4= 3x3- 3x3=DD 2x4 113x3- 3x4- 4x8= 3x4= 3x4=JJ 3x3- 3x3= 3x3= 3x5- JI BB CC EE FF GG G HH II KK LL MM L M is R-- 1-4-0 K N 3x411 AA Z X W V H U T S R Q P O 3x411 3x4- 3x3= Y 3x3- 3x4- 4x5=3x4 114x5 3x4= 3x4= 2x4 113x3- 3x3- 4x4= 1211 3x3= S W:508 W:308 (W) x5= W:508 R: 668 8:1935 R: 762 BC o O 0 o a o 0 0 0 0 0 0 0 0 rn 0 0 0 0 '1 0 o O o 0 0 C1 v to N to rn .-I .-I N N N 29-11-0 ALL PLATES ARE MT2020 Scale:0.202"=1' MiTekC, Online Plus'•' APPROX. TRUSS WEIG 198.1 LBS Online Plus --Version 30.0.008 LL-MM 0.44 1723 C 0.04 0.40 CC MT20 3 Ox 3.0 Ctr Ctr 0.55 Connector Plate Fabrication RUN DATE: 22-14AY-12 M4-L 0.41 706 C 0.01 0.40 DD MT20 2 Ox 4.0-0.2-0.5 0.48 Tolerance = 104 --------Bottom Chorda--------- EE MT20 2 Ox 4.0 0.2-0.5 0.48 This truss is designed for a Southern Pine lumber design K -AA 0.03 0 T 0.00 0.03 FF MT20 3 Ox 3.0 Ctr Ctr 0.79 creep factor of 1.5 which values are those effective AA-Z 0.36 1165 T 0.31 0.05 GG MT20 3 Ox 4.0 Ctr Ctr 0.85 is used to calculate total 06-01-12 by SPIE//ALSC UON Z -Y 0.67 1641 T 0.31 0.36 G MT20 4 Ox 8.0 Ctr-0.5 0.93 load deflection. CSI -Size- ----Lumber---- Y -X 0.58 1622 T 0.43 0.15 31 MT20 W3 Ox 5.0 Ctr Ctr 0.00 TC 0.68 4x 2 SP-M2 X -W 0.48 1348 T 0.35 0.13 HE MT20 3 Ox 4.0 Ctr Ctr 0.96 BC 0.77 4x 2 SP-N1 W -V 0.17648 C 0.12 0.05 II MT20 3 Ox 4.0 Ctr Ctr 0.86 -- 0.67 4x 2 SP-k2 V -H 0.16 1825 C 0.07 0.09 JJ MT20 2 Ox 4.0-0.2-0.5 0.48 K -S2 H -U 0.17 1825 C 0.07 0.10 KK MT20 3.Ox 3.0 Ctr Ctr 0.57 WB 0.66 4x 2 SP-k3 U -S2 0.25 549 T 0.14 0.11 LL MT20 3 Ox 3.0 Ctr Cir 0.55 S2-T 0.15 549 T 0.09 0.06 M4 MT20 3.Ox 3.0 Ctr Ctr 0.74 Brace truss as follows: T -S 0.50 1633 T 0.15 0.35 L MT20 3.Ox 5.0-1.0 Ctr 1.00 O.C. From To S -R 0.77 2064 T 0.23 0.54 K MT20 .Ox 4.0 Ctr 0.5 0.32 TC Cont. 0- 0- 0 29-11- 0 R -Q 0.75 2064 T 0.23 0.52 AA MT20 .Ox 4.0 Ctr Ctr 0.97 or 48.0" 0- 0- 0 29-11- 0 Q -P 0.38 2070 T 0.34 0.04 Z MT20 .Ox 3.0 Ctr Ctr 0.55 BC Cont. 0- 0- 0 29-11- 0 P -O 0.25 1357 T 0.22 0.03 Y MT20 .Ox 3.0 Ctr Ctr 0.57 or 120.0" 0- 0- 0 29-11- 0 O -N 0.02 0 T 0.00 0.02 X MT20 .Ox 3.0 Ctr Ctr 0.79 -------------Webs------------- W MT20 .Ox 4.0 Ctr Ctr 0.85 psf-Ld Dead Live K -1 0.20 659 C V MT20 .Ox 5.0 Ctr 0.5 0.85 TC 10.0 40.0 I -AA 0.41 822 T H MT20 .Ox 4.0 Ctr 0.5 0.37 BC 5.0 0.0 AA-BB 0.24 780 C U MT20 .Ox 5.0 Ctr 0.5 0.93 TC+BC 15.0 40.0 BB-Z 0.18 360 T S2 MT20 W .Ox 5.0 Ctr Cts 0.00 Total 55.0 Spacing 24.0" Z -CC 0.09 301 C T MT20 .Ox 4.0 Ctr Ctr 0.96 Lumber Duration Factor 1.00 CC-Y 0.07 247 C S MT20 .Ox 4.0-0.5 Ctr 0.78 Plate Duration Factor 1.00 Y -DD 0.03 78 T R MT20 .Ox 4.0 0.2 0.5 0.48 FbFc Ft Emin X -EE 0.07 243 C Q MT20 .Ox 3.0 Ctr Ctr 0.55 TC 1.15 1.10 1.10 1.10 X -FF 0.27 541 T P MT20 .Ox 3.0 Ctr Ctr 0.74 BC 1.10 1.10 1.10 1.10 FF-W 0.22 712 C O MT20 .Ox 4.0 Ctr 0.5 0.85 W -GG 0.36 720 T N MT20 .Ox 4.0 Ctr 0.5 0.32 Total Load Reactions (Lbs) GG-V 0.35 1103 C Jt Down Uplift Horiz- V -G 0.60 1184 T REVIEWED K 668 R -G 0.32 1049 C Mi Tek Ind tries, Inc. H 1935 H -G 0.32 1049 C 6904 Park East Blvd. ` N 763 G -U 0.66 1300 T Tampa, F1 33610 ,,'!�{{ U -HH 0.38 1201 C �`` R C A n Opr it Erg Size Required HH-T 0.41 813 T REFER TO INE PLUS GENERAL ` P^ • A O • ••. •. K 5.5" 1.5" T -II 0.27 850 C NOTES AND SYMBOLS SHEET FOR O ` W °• H 3.5" 1.5" II-S 0.37 731 T ADDITIONAL SPECIFICATIONS. 4-[ •••1,.��"' iV �`••�./1 fjAf, N 5.5" 1.5" S -JJ 0.08 278 C R -KK 0.07 254 C NOTES: ; • Rt • _ Plus 4 Unbalanced Load Cases KK-Q 0.14 282 T Trusses Manufactured by: "" - 14 O Plus 1 UBC LL Load Caee(s) Q -LL 0.06 130 T RIDGWAY ROOF TRUSS * _ Plus 1 DL Load Cases) LL-P 0.15 483 C Analysis Conforms To: P -MM 0.25 508 T FBC2010 ,_. • •;ry„ Membr CSI P Lbs Axl-CSI-Snit MM-O 0.28 904 C TPI 200 e• `' f-' r`L• ----------Top Chorda---------- O -L 0.48 960 T Attach Rik on Post(s) with ';,�� '-SYn AT E '"'""'" • tet,/ I -BB 0.41 604 C 0.00 0.41 N -L 0.23 755 C Mecham 1 Fasteners. • `!'•V. e• 4 88-CC 0.42 1424 C 0.04 0.38 Design ch ked for 10 psf non- �- CC-DD 0.44 1622 C 0.02 0.42 TL Defl -0.23" in R -Q L/788 concurrii nt LL on BC. �`r �•�� �} , u�. f•��t�` DD-EE 0.44 1622 C 0.02 0.42 LL Defl -0.15" in R -Q L/999 Provide 2 6 continuous *'ff t„){ti •'+•.•••'•{...1���� EE-FF 0.44 1622 C 0.02 0.42 Shear // Grain in KK-LL 0.28 strongb ks (on edge) every FF-GG 0.37 910 C 0.01 0.36 10.0 Ft. Fasten to each j IY r't GG-G 0.61 935 T 0.24 0.37 Plate. for each ply each face. truss wi 3-l0d(0.1311'x3") G -SS 0.59 848 T 0.22 0.37 Plate - MT20 20 Ga, Gross Area nails at truss member(s). 31-HH 0.56 848 T 0.22 0.34 Plate - MT2H 20 Ga, Gross Area This trus must be installed HH-II 0.39 1083 C 0.02 0.37 Plate -14318 18 Ga, Gross Area as sho . It cannot be CTi ��rF GC�111 II JJ 0.67 2064 C 0.04 0.63 Jt Type Plt Size X Y JSI installedupside-down. F L tl VC3t7`'f' JJ-KK 0.67 2064 C 0.04 0.63 I MT20 3.Ox 4.0 0.5 Ctr 0.87 Max comp. force 2123 Lbs KK-LL 0.68 2123 C 0.08 0.60 BB MT20 3.Ox 3.0 Ctr Ctr 0.57 Max tens. force 2070 Lbs Online PIuaTM 0 Copyright MTekO 1996-2012 Version 30.0.008 Engineering-Portrait 5/22/2012 6:09:58 PM Pagel May 23,201 2 Job Ma=k Quan Type Span Pl-Hl Left OH Right OH Engineering 120329 F7 1 M100 120212 10400 0 0 T4400204 Russell Res. Lot 19 Oceanwalk HO 1-4-0 HO 1-4-0 v 0 0 0 TC 1-4-12 1 2-8-12 1 4-0-12 1 5-4-12 1 6-8-1 8-0-12 1 9-4-12 1 10-8-12 11-11-12 1x3 11 1x3 11 1x3 11 lx3 11 1x3 11 lx3 11 lx3 11 lx3 11 1x3 11 1x3 11 G U V W X Y 2 AA BB J T 1-4-0 Ifl 9 2x4 T S R Q P O N M L 1x3 11 lx3 11 lx3 I I 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 2x4 11 BC 1-6-4 1 2-10-4 1 4-2-4 1 5-6-4 1 6-10- 8-2-4 1 9-6-4 1 10-10-4 1 12-2-12 12-2-1 ALL PLATES ARE MT2020 Scale:0.492"=1' MiTekC) Online P1usTM APPROX. TRUSS WEIG T: 69.7 LBS Online Plus -- Version 30.0.008 R -Q 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR RUN DATE: 22-MAY-12 Q -P 0.01 0 T 0.00 0.01 ADDITIONAL SPECIFICATIONS. P -0 0.01 0 T 0.00 0.01 Southern Pine lumber design O -N 0.01 0 T 0.00 0.01 NOTES: values are those effective N -M 0.01 0 T 0.00 0.01 Trusses Manufactured by: 06-01-12 by SPIB//ALSC DON M -L 0.01 0 T 0.00 0.01 RIDGWAY ROOF TRUSS CSI -Size- ----Lumber---- -------------Webs------- ----- Analysis Conforms To: TC 0.09 4x 2 SP-#2 I -G 0.11 59 C 0.00 0.11 FBC2010 BC 0.02 4x 2 SP42 T -U 0.01 141 C 0.00 0.01 TPI 2007 WB 0.11 4x 2 SP-#3 S -V 0.00 132 C Attach Ribbon Post(s) with R -W 0.00 133 C Mechanical Fasteners. Brace truss as follows: Q -X 0.00 133 C Design checked for 10 pelf non- O.C. From To P -Y 0.00 133 C concurrent LL on BC. TC Cont. 0- 0- 0 12- 2-12 O -Z 0.00 133 C This truss must be installed or 48.0" 0- 0- 0 12- 2-12 N -AA 0.00 133 C as shown. It cannot be BC Cont. 0- 0- 0 12- 2-12 M -BB 0.00 133 C installed upside-down. or 120.0" 0- 0- 0 12- 2-12 L -J 0.08 51 C 0.00 0.08 Max comp. force 141 Lbs Max tens. force 0 Lbs psf-Ld Dead Live TL Defl 0.00" in I -T /999 Connector Plate Fabrication TC 10.0 40.0 LL Defl 0.00" in I -T /999 Tolerance = 10% BC 5.0 0.0 Shear // Grain in G -U 0.12 This truss is designed for a TC+BC 15.0 40.0 creep factor of 1.5 which Total 55.0 Spacing 24.0" Plates for each ply eachace. is used to calculate total Lumber Duration Factor 1.00 Plate - MT20 20 Ga, Gros Area load deflection. Plate Duration Factor 1.00 Plate - MT2H 20 Ga, Gros Area Fib Fc Ft Em' Plate - MS18 18 Ga, Gros Area TC 1.15 1.10 1.10 1.10 Jt Type Plt Size X Y JSI BC 1.10 1.10 1.10 1.10 G MT20 1.0x 3.0 Ctr Ctx 0.33 U MT20 1.0x 3.0 Ctr Ctx 0.33 Total Load Reactions (Lbs) V MT20 1.Ox 3.0 Ctr Ctx 0.33 Jt Down Uplift Horiz- W MT20 1.Ox 3.0 Ctr Ctx 0.33 ° I 1308 X MT20 l.Ox 3.0 Ctr C 0.33 N011111111#11, Y MT20 1.Ox 3.0 Ctr Ct 0.33 ,,,AA J Jt Brg Size Required Z MT20 1.0x 3.0 Ctr Ct 0.33 �`�`�iv`� ••••• ''�L�`�j I 146.8" -1"-to- 145" AA MT20 1.Ox 3.0 Ctr Ct 0.33 `� ,••e(,E N "•. i� BE MT20 1.Ox 3.0 Ctr Ct 0.33 +.I� "• �i i Plus 1 UBC LL Load Cases) J MT20 1.0x 3.0 Ctr Ct a 0.33 ••,r � Plus 1 DL Load Cases) i MT20 2.Ox 4.0 Ctr 0. 0.20 �s'0 39380 •'• i T MT20 1.0x 3.0 Ctr Ct 0.33 Membr CSI P Lbs Axl-CSI-Bnd S MT20 1.0x 3.0 Ctr Ct 0.33 ----------Top Chords---------- R MT20 1.0x 3.0 Ctr C 0.33 G -U 0.09 7 C 0.00 0.09 Q MT20 1.Ox 3.0 Ctr C 0.33 .r �� 441 Z U -V 0.09 6 C 0.00 0.09 P MT20 1.Ox 3.0 Ctr CW t 0.33 i 44/STATE 6t � : V - 0.08 6 C 0.00 0.08 O MT20 1.Ox 3.0 Ctr Ct 0.33 W -X 0.08 6 C 0.00 0.08 N MT20 1.Ox 3.0 Ctr Ctr 0.33 Y -Z 0.08 6 c 0.00 0.08 L MT20 2.Ox 4.0 Ctr r of 0.o �``S` �ONA4 &s% Z -AA 0.08 6 C 0.00 0.0e jr �►wef e AA-BB 0.08 6 C 0.00 0.08 REVIEWED BY: BB-J 0.08 5 C 0.00 0.08 MiTek Industries, Inc. --------Bottom Chords--------- 6904 Parke East Blvd. ��^^+ r+6r3+ry I -T 0.02 0 T 0.00 0.02 Tampa, FL 33610 Cert i?V J� T -S 0.01 0 T 0.00 0.01 S -R 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENE Online PWsTM 0 Copyright M[Tek®1996-2012 Version 30.0.008 Engineering-Portrait 5/22/2012 6.09:58 PM Pagel May 23,201 2 I Job Nara Quan Type Span Pl-Hl Left OH Right OH Engineering 120329 F9 1 M100 160212 10400 0 0 T4400206 Russell Res. Lot 19 Oceanwalk HO 1-4-0 HO 1-4-0 a 00 0 o TC 1-4-12 2-8-12 4-0-12 5-4-12 6-8-12 1 8-0-12 1 9- -12 10-8-12 12-0-12 13-4-12 14-8-12 1151112 lx3 11 lx3 11 1x3 11 lx3 I 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 1 G X Y Z AA BE Cc DD EE FF GG HH J H K 1-4-0 II 2.41 W V U T S R Q PO N M x411 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 1x3 11 B 1-6-4 12-10-4 4-2-4 5-6-4 - - 16-2-12 ALL PLATES ARE AT2020 Scale:0.376"=1' MiTekO Online PiusTM APPROX. TRUSS WEIG T: 90.9 LBS Online Plus -- Version 30.0.008 T -S 0.01 0 T 0.00 0.01 RUN DATE: 22-MAY-12 S -R 0.01 0 T 0.00 0.01 REVIEWED BY: R -Q 0.01 0 T 0.00 0.01 MiTek Industries, Inc. Southern Pine lumber design Q -P 0.01 0 T 0.00 0.01 6904 Parke East Blvd. valuesare those effective P -O 0.01 0 T 0.00 0.01 06-01-12 by SPIB//ALSC UON O -N 0.01 0 T 0.00 0.01 Tampa, FL 33610 CSI -Size- ----Lumber---- N -M 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENERAL TC 0.09 4x 2 SP-#2 M -L 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR 8C 0.02 4x 2 SP-#2 -------------Webs---------- -- ADDITIONAL SPECIFICATIONS. WB 0.11 4x 2 SP-#3 I -G 0.11 59 C 0.00 0.11 W -X 0.01 141 C 0.00 0.01 NOTES: Brace truss as follows: V -Y 0.00 132 C Trusses Manufactured by: O.C. From To U -Z 0.00 133 C RIDGWAY ROOF TRUSS TC Cont. 0- 0- 0 16- 2-12 T -AA 0.00 133 C Analysis Conforms To: or 48.0" 0- 0- 0 16- 2-12 S -BB 0.00 133 C FBC2010 BC Cont. 0- 0- 0 16- 2-12 R -CC 0.00 133 C TPI 2007 or 120.0" 0- 0- 0 16- 2-12 Q -DD 0.00 133 C Attach Ribbon Post(s) with P -EE 0.01 133 C Mechanical Fasteners. psf-Ld Dead Live O -FF 0.00 133 C Desi TC 10.0 40.0 N -GG 0.00 133 C 9'n checked for SO psf non- concurrent LL on BC. BC 5.0 0.0 M -HH 0.00 133 C This truss must be installed TC+BC 15.0 40.0 L -J 0.08 51 C 0.00 0.08 as shown. It cannot be Total 55.0 Spacing 24.0" installed upside-down. Lumber Duration Factor 1.00 TL Defl 0.00" in I -W L/)99 Max comp. force 141 Lbs Plate Duration Factor 1.00 LL Defl 0.00" in I -W L/ 99 Max tens. force 0 Lbs Fb Fc Ft Emin Shear // Grain in G -X 0.12 Connector Plate Fabrication TC 1.15 1.10 1.10 1.10 Tolerance - 108 BC 1.10 1.10 1.10 1.10 Plates for each ply each f e. This truss is designed for a Plate - MT20 20 Ga, Gross Area creep factor of 1.5 which Total Load Reactions (Lbs) Plate - MT2H 20 Ga, Gross Area is used to calculate total Jt Down Uplift Horiz- Plate - MS18 18 Ga, Gross Area load deflection. I 1748 Jt Type Plt Size X Y TS1 G MT20 1.0x 3.0 Ctr Ctr 0.33 Jt Brig Size Required X MT20 l.Ox 3.0 Ctr Ctr 0.33 I 194.811 -1"-to- 193" Y MT20 l.Ox 3.0 Ctr Ctr 0.33 t`�r��►rrrrrrrr Z MT20 1.0x 3.0 Ctr Ctr 0.33 Plus 1 UBC LL Load Case(s) AA MT20 1.0x 3.0 Ctr Ctr 0.33 ♦tk� ..h r^`� A. ery Plus 1 DL Load Case(s) BB MT20 S.Ox 3.0 Ctr Ctr 0.33 ♦♦ (�\`i�, •E• CC,T <r .+ , CC MT20 1.0x 3.0 Ctr Ctr Or33 ♦ �` .' \� Membr CSI P Lbs Axl-CSI-Bnd DD MT20 1.0x 3.0 Ctr Ctr 0 33 : � • ,. �� •. ----------Top Chorda---------- EE MT20 1.0x 3.0 Ctr Ctr 0 33x0 39380 G -X 0.09 7 C 0.00 0.09 FF MT20 1.0x 3.0 Ctr Ctr 0 33 X -Y 0.09 6 C 0.00 0.09 GG MT20 1.0x 3.0 Ctr Ctr 0 33 Y -Z 0.08 6 C 0.00 0.08 HH MT20 1.0x 3.0 Ctr Ctr 0 33 Z -AA 0.08 6 C 0.00 0.08 J MT20 1.0x 3.0 Ctr Ctr 0 33 AA-BS 0.08 6 C 0.00 0.08 I MT20 2.Ox 4.0 Ctr 0.5 0 20 - 4C{ '.UTATEat lt✓: BB-CC 0.08 6 C 0.00 0.08 W MT20 1.Ox 3.0 Ctr Ctr 0 33 CC-DD 0.08 6 C 0.00 0.08 V MT20 l.Ox 3.0 Ctr Ctr 0 33 DD-EE 0.08 5 C 0.00 0.08 U MT20 1.0x 3.0 Ctr Ctr 0 33 EE-FF 0.08 5 C 0.00 0.08 T MT20 1.Ox 3.0 Ctr Ctr 0 33rrr<�•`+ 0 R CD. r� �`♦♦ FF-GG 0.06 6 C 0.00 0.08 S MT20 1.0x 3.0 Ctr Ctr 0 33 <<0&* �/• �,\ `* GG-HH 0.08 6 C 0.00 0.08 Q MT20 HH-J 0. 08 5 C 0.00 0.08 0 1.Ox 3.0 Ctr Ctr 0 33 e --------Bottom Chorda--------- P MT20 1.0x 3.0 Ctr Ctr 0 33 I -W 0.02 0 T 0.00 0.02 O MT20 1.Ox 3.0 Ctr Ctr 0 33 W -V 0.01 0 T 0.00 0.01 N MT20 1.0x 3.0 Ctr Ctr 0 33 �� Cert. 6634 V -U 0.01 0 T 0.00 0.01 M MT20 1.0x 3.0 Ctr Ctr 0 33 U -T 0.01 0 T 0.00 0.01 L MT20 2.Ox 4.0 Ctr 0.5 0 20 Online PlusTM 0 Copyright MTek®1996-2012 Version 30.0.008 Engineering-Portrait 5222012 6:09:59 PM Pagel May 23,2012 ONLINE PLUS GENERAL NOTES & SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICI LATERAL BRACING 3X2, 4X2, 6X2 ) Designates the location for Center plates on joints continuous lateral bracing(CLB)for unless otherwise noted support of individual truss members in plate list or on drawing. only.CLBs must be properly Dimensions are given in anchored or restrained to prevent inches(i.e. 1 1/2"or 1.5") simultaneous buckling of adjacent or IN-16ths(i.e. 108) (W) =Wide Face Plate truss members. (N) =Narrow Face Plate %e PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in When truss is designed to 3x5 11 the width measured FT-IN-SX(i.e.6-8.5"or bear on multiple supports, perpendicular to slots. 6-08-08). Dimensions less interior bearing locations The second dimension is than one foot are shown should be marked o the the length measured in IN-SX only(i.e. 708). truss.Interior support ort parallel to slots.Plate temporary shoring must be orientation,shown next in place before trusses are 6-08-08 W=Actual Bearing installed.If necessary,to plate size,indicates shim direction of slots in Width(IN-SX) bearings to assure solid connector plates. 708 R=Reaction(lbs.) contact with truss. U=Uplift(lbs.) Metal connector plates shall be applied on both faces Mite k Industries Inc. bears no responsibility for the of truss at each joint. Center the plates,unless erec ion of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate trus 3 bracing. Refer to "Building Component Safety contact area. Splice only where shown. Overall spans Infoi mation" (BCSI 1) as published by Truss Plate assume 4"bearing at each end,unless indicated Inst ute, 218 North Lee Street, Suite 312,Alexandria, otherwise. Cutting and fabrication shall be performed Virg nia 22314. Persons erecting trusses are cautioned using equipment which produces snug-fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and " dominoing". Care lumber shall not exceed 19%at time of fabrication and shoi ild be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storge, shipping and erection. Top and bottom chords with fire retardant lumber and some preservative shal be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or r' 'd ceiling, respectively. It is the responsibility of refer to common wire nails, except as noted. The oth s to ascertain that design loads utilized on these attached design drawings were prepared in accordance drai Ings meet or exceed the actual dead loads imposed with " National Design Specifications for Wood by t e structure and the live loads imposed by the local Construction" (AF&PA), " National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hani ers are specified on the Truss Design Drawing, (ANSI/TPI 1), and HUD Design Criteria for Trussed the must be installed per manufacturer's details and Rafters. spec ifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAIA INGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Tel: 13-972-1135 MiTek Fax: 813-971-6117 BCSI•B1 SUMMARY SHEET GUIDE FOR HANDLING INSTALL G RESTRAINING AND BRACING OF TRUSSES SPANS OVER._6Q..MAY_REQUIRE0Q PLE PERMANENT BRACING. LEASE ALWAYS CONSULT A PROFESSIONAL ENGIN GENERAL NOTES NOTAS GENERALES HOISTING OMMIENDATIONSFOR TRUSS BUNDLES RECOMENDA ONES PARA LEVANTAR PA UETES DE TRUSSES Trusses m not marked in arty way to klentify Los trusses no estiln maRados de ninguin modo Rue Q the frequency or location Of temporary lateral klentifique la frtaxnda o klcaliascbn de;=latessl �Warning! 't overload the crane. restraint and diagonal bracing.Follow the y arriostre diagoral tempomks.Use las rammaWatlones iAdve !iNo sobrecargue la grua! reoom=IUons for handling,Installing and de maneA mstaled6n,restrial6n y ammitre tenrpom1 de temporary nests nlg erld bracing d trusses los trusses.Visa el faW SCSI Gula de 13wuna Pruni= Never use anding alone to lift a bundle. Refer to 13M Guide eo tmr Praeke rnr para el R v Amloshe de los Do not lift group of individually banded bundles. Herding.Inch, OLOL Tntsseq de Madera ronertados run Places de Metal*** Nunca use las empaques para levantar res paquete. HChd2bbLLQ00C=Wood ***for pare IMonrmdon mis daiaka No levant$ in grupo de paquetes empagtreandos more detained Infanmtion• individura ntes. Truss Des � n D LosdlbuJosdediseRodebstrtraespuoiertesprsiTrcarlas 19 Drawings may specify locations of IorallzacforuPs de mstrcclon Weval permanerrte o mhrermt 7f A single lift point may be used for bundles permanent Ia col msb W&or reinforcement for en losmianbros ind6tholes daItrusL Ver la ho)a rewmen tJ with tnrss unto 45: Indwbutel trans members. Refer lo the) ) BCSI-133-R�Ne/Arrfpstre prtr"aner'tg_ ureses Two Oft is may be used for bundles wit Ware' !Do not over load supporting 63 G,m:_ry Cenvt _ Parmanent .er.�rnti v Miambros wundarfessss Pm Y m9 ppo�ng pare mis Infarnecicin 8 Bing of Chords lkWeb Members***for more msso de los diseiros de amiostres trusses a .60; structure with truss bundle. inforrtiatlon.NI other permanent brad design �con k Use at leas 3 lift.points for bundles with iAdvertencla!No sobreo ue la estructum bracingrespanabllidad aid Disefedor aid Edifido, trusses ter than 60'. h the responslbiNty of the Building Designer. � apoyada con el paquete de trusses. Puede user Uri solo lugar de levantar para The consequences of improper handling,erect- paquetes trusses hasta AS pies. Q Place truss bundles in stable position. ung,installing,restraining and bracing can result Puede user des puntos de kevantar para Puse paquetes de trusses en una posicrdn In a collapse of the structure,or worse,serious pacluetes h sta 60 pies, estable. personal injury or death. Use por bo ienos ties puntos de levantar para EI resuhado de un manejo,levanbimiento, paquetes n is de 60 pies. + instalacibn,restricci6n y an isotre mcorrecto puede INSTALLATIll N OF SINGLE TRUSSES BY HAND serla cafda de la estructum o atin peor,heridos o INSTALAC16 I DE TRUSSES INDIVIDUALES POR LA NANO Trusses 20' Q Trusses 30'or or less,sup less,support at r ©Banding and truss plates have sharp edges.Wear port at peal. quarter points. gkrves when handling and safety glasses ulnen cutting banding. Soprorto los oo o;de d Empaques y places de metal benen border trusses de de tramo toe afilados.Lleve guantes y lentes protectores cuamlo 20 pits o I t Theses up to 20 -►I trusses de 30 I f Trusses up to 30' carte los empaques, menus. Ttisies haste 20 Ples; pie,o mens. Trusses haste 30 pies HOISTING OF 91HOLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDDUALES HANDLING — MAN EJO . MHold each t ss In position with the erection equipment until top chord temporary lateral restraint Avoid lateral bending,—Evlte la flexion lateral. Q is installed i nd fire truss Is fastened to the bearing paints, Use special care In Utilice cutdado Sostenga c la truss en posicidn con equipo de gruia haste que la resMcciar lateral temporal de Is windy weather or especial en dies cuerda suix rior este instalado y el truss este asegurado en los soportes. near power lines ventosos o cerce de and airports, cables electrl-o de ®warning!U ng a single pick-point at the peak aeropuertos. can damagc the truss. iAdvertend !EI use de tin solo lugar en el Spreader bar pito para le enter puede hater daflo al truss. for truss HOISTING REC 11110114ENDATIONS FOR SINGLE TRUSSES eo w pss ®The contractor is responsible for property RECONENDACI NES PARA LEVANTAlt TRUSSES receiving,unloading and storing thehe lasses o INDMDUALES at the jobsite. EI contratista bene la responsablkdad de Q Use proper rig- Use equips apropiado Appraa,12 y recibir,descargar y almacenar adecuada- ging and hoisting para levantar a Taper. true Ionpll mente los trusses en la otra. equipment, Improvisac TRUSSES w ro Sir _ T TRUSSES nASTA 30 rrES Aftech ^Y• .. sq.�:::ii. Iaata SPrsadw uv 10'o-c. bar 112 ahOVa Or atMbad[ mai. gra true$le —'I mitl•Mprn replan$ as Ur To eo' .� 9 NASTA SO PIES 3/4 bm Wo Tapas j If trusses are to be stored horizontally.place TRu9ses ur To ANDOVER Wblocking of sufficient height beneaNr the TRUSSES xASTA r SOaRE N rIlB —� • stack of trusses at B•to Mon center. Do not store No almacene For trusses sbored for more than one week, unbraced bundles verticalmente los TEMPORARY RESTRAINT& BRACING coveallow for dles,venni a prevent moisture gain but updght trusses suelbps. RESTRI a6N Y ARRIOSTRE TEMPORAL allow for ventilation. ' Refer to Bf_SI .aid In Good Pract•Me for 0 Refer to - Truss - _ liandiina.Installing.Restrainina&Bracino Installati )3estramt/j'racipy*** Top Chad Tempaary of Meal Plat ronnected Wood d Tr nasus— for more inf rmation. �Lateml Restraint for more detailed Information pertaining to (TCTLR) Vee el,esu B SI-B •InetaWdnSn dam,• handling and jobsRe storage of trusses. 2x4 min. Re fn/Accuse T rrp�aerat*** Si los trusses estarin yuarctadopara mss Inrmadcnr,s horizon- talmerde,pwnga tloqueandode allure Locate grown braces for first truss directly in ;r, suficiente detris do la pila de los trusses a 3 line with all i msat tap chord temporary pat- haste 10 pies en el centro. era!restral (see table in the next column). Do not store on No almacmte en Coloque los crushes de tierra para el primer Pam trusses guardados por mss de una uneven ground. Cierra desigual, truss directs riente en linea con cads una de Brace fist truss semana,cubra los paquetes para prevenir las filas der iccion lateral tem aumento de humedad pero permma venni- poral de t,_securely before Column supe (vee W labia en la prwrima lam' columna). of addlbWW As BfGt' de Practice etfok trusses. para el Manejg,Instaiacicin.Restriccirin v AL /n Do not walk on unbraced de.kis s Trusses Madera:enertatlps `y trusses. con Piacas de Metal***.para informacidn mss :.. "'"""^. u amine en trusses detakada sobre el marrejo y almacenado de streltos. los trusses en area tle trabajo. Vill MAS DE tU PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPPOR AVOR,SIE'MPRE CONSULTE A UN INGENIERO PROFESSIONAL FOR TRUSSES UP TO X-0"ON-CENTER AND 80'-0"IN LENGTH Wr , 4C, PARA TRUSSES HASTA 2 PIES EN CENTRO Y HASTA 80 PIES DE i ONGITUD ® %60,Lt,RN)NC' Spans over 60'require more complex temporary installation r r straint/bracing.Consult a registered design professional. Los tramos mas de 60 pies requieren restricci6n/arriostre de instalaci6n to poral mas complejo. Consulte a un profesional registrado de diseno. 411 DANGER! Disregarding handling,installing,restraining and bracing safety recommendations is the major cause of truss erection/installation accidents EI no seguir las recomendaciones de manejo,instalaci6n,restriccicin y arrio tre es la causa principal de los accidentes durante la ereccOn/instalaci6n de trusses. = Lateral restraint is NOT adequate without diagonal bracing. Diagonal La Restricci6n Lateral NO es adecuada sin el Arriostre Diagonal. bracing Lateral restraint Always diagonally brace for safety! i5iempre arriostre diagonalmente para seguridad! MAXIMUM SPACING FOR TOP CHORD TEMPORARY LATERAL R STRAINT(TCTLR) EL ESPACIAMIENTO MAXIMO PARA LA RESTRICCI6N LATERAL I EMPORAL DE LA CUERDA SUPERIOR(TCTLR) The graphic at left shows the maximum on-center spacing(see*at rt TQLR Shawn in,• left)of TCTLR based on truss span from the table in Step 2 on page 2. Diagonal bracing iLliR es mostrado shown in • Ground bracing not shown for clarity. Arriostre diagonal es .- • Apply diagonal bracing or structural sheathing immediately.For spans mosbadoen f' over 60'applying structural sheathing immediately is the preferred ' method. EI dibujo a la izquierda muestra el espaciamiento maximo en el centro " (vea*a la izquierda)del TCTLR basado en los tramos de trusses de la 4'0.x. tabla en el Paso 2 en la pagina 2. uptp „k No se muestra el arriostre de tierra para claridad. masa l i? l �" °Rto60, optoapto45, � B0 • Aplique inmediatamente el Arriostre Diagonal o el Entablado �ns ,o, (- 9i Top Chord Tempora Estructural(structural sheathing).Para tramos mas de 60 pies el Lateral Restraint metodo preferido es entablarlos inmediatamente. CHECK THESE ITEMS BEFORE STARTING ERECTION/INSTALLA ION AND CORRECT AS NEEDED REVISE ESTOS PONTOS ANTES DE EMPEZAR LA ERECCZ6NIZNS7 4LAcz6N Y CORRbALOS CUANDO ES NECESARIO t ` Building dimensions match the construction documents. i Trusses are the correct dimension. Las dimensiones del edificio concuerdan con los documentos de construcci6n. Los trusses son la dimensi6n correcta. I Bearing supports(e.g.,walls,columns,headers,beams,etc.)are accurately vs'y Tops of bearing supports are flat,level and at the correct and securely installed,plumb and properly braced. elevation. Los soportes que sostienen cargas(ej.,paredes,columnas,vigas de cabezera La parte superior de los soportes de cojinete son plans, vigas,etcetera)son instalados seguramente y con precisi6n,y son nivelados niveladas y a la elevaci6n correcta. arnostrados apropiadamente. Jobsite is clean and neat,and free of obstructions. ly`I Hangers,tie-downs,restraint and bracing materials are on site and La obra esta limpia,ordenada ysin obstrucciones. accessible. Los colgadores(hangers),soportes de anclaje(tie-downs)y materiales a ,E Ground bracing procedure for first truss is based on site de restriccOn y arnostre estan accesibles en la obra. and building configuration. i0! Erection/installation crew is aware of installation plan and lateral EI procedimiento de Arriostre de Tierra para el primer restraint/diagonal bracing requirements. truss es basado en el terreno y la configuraci6n del El personal de ereccOn/instalaci6n es consciente del plan de instalaci6n edificio. y los requisitos de restricci6n/arncistre. Multi-ply trusses including y g p 'Interior If ground level is too far p y g girders,are correct) fastened together prior to from truss for exterior lifting into place. ground bracing,use Los trusses de varias tapas,incluyendo travesafics,son fijados juncos cor- interior ground bracing. rectamente antes de levantarlos en lugar. Si el nivel del terreno es{ ti Any truss damage is reported to truss manufacturer. Refer to I a !- ."` demasiado lejos para Do not install damaged trusses unless instructed to do so by the building usar Arriostre de Tierra designer,truss designer or truss manufacturer. prior exterior,use Arriostre All dan"o a los trusses ha sido reportado al fabricante de trusses. Vea el de Tierra interior. resumen _E `.*"No instate trusses dan"ados a menos que se dijeren el disefiador del edificio,el disenador del truss o el fabricante del truss. f Merril 090902 7k. .q. fl 4 Set Trusses 2,3,4&5 with TCTLR in Line with Ground Bracing ■ Coloque los Trusses 2,3,4 Y 5 con TCTLR en Linea con los Arridstres de Tierra 1E Attach trusses securely at all bearings,shimming bearings as necessary. E camples of first five trusses set include: Sujete seguramente los trusses a todos los soportes,rellenar s6lidamente los soportes tomo sea necesano. Ejemplos de los primeros anco trusses colocados incluyen: See options below 3ee options below See options below 41 EXTERIOR GROUNDBRACINGt f ARRIOSrRE DE TIERRA EXTERIOR' ?1hr`�` :. y +SDE rI11CMwNhin =The following three(3)Short Member Temporary Lateral Restraint opti ns require that the diagonal bracing be installed continuously. Las siguientes tres opoones pare instalar la Restriction Lateral Temporal de los Miembros Cortos requieren que el arriostre diagonal esta instalado continuamente. Option 1 Option 2 Option 3 Short member temporary lateral restraint installed on Short member temporary late al restraint installed Proprietary metal restraint products* top of trusses between trus ses Opcidn 3 Opci6n 1 Opci6n Productos de metal para restricci6n patentados* Restr1cci6n lateral temporal de los miembros cortos Restricci6n lateral temporal de los miembros cortos *These products are specifically instalados encima de trusses instalados entre trusses designed to provide lateral 27+ 1'/2"minimum Use 2-16d deformed shank F . restraint and are not just for �� end distance nails inimum at each 221/2" I I , t restrai it-to-truss connection. spacing.See manufacturer's 1 st pulgadas �--► specifications. distancia de Use c o minimo 2-16d p 221/2' extremo minimaclavos largos(shank nails)en *Estos productos son disen"ados cada nexi6n de restricci6n- especificamente Do rsot iise s;7iit � a-tru P Para proveer 2 nails at every rne„""��''srs. restriction lateral y no son connection o yrs mien"'h"05 solamente pat espaciamiento. 2 clavos en rgiaaos Vea las especificaciones del cada conexi6n fabncante. De not use 5C)lit 27"+ 221/2' ane n ers. 221/2" No use n)iHt7717rq,5 A (aUMP)RE Each truss must be attached securely at each bearing and all T LR installed before removing the hoisting supports. Cada truss tiene que ser sujetado seguramente en cada soporte y todas las TCTLR instaladas antes de quitar los soportes de levantar. i LATERAL RESTRAINT/BRACING MATERIAL AND CONNECTIONS CONNEXIONES Y MATERIALES DE RESI RICCI6N/ARRIOSTRE LATERAL E f v Minimum size of bracing and lateral restraint material is 2x4 stress-grade J lumber or approved proprietary metal restraint/bracing,unless oth- erwise specified by the building designer. El tamano del material de restricci6n-lateral y arnostre debe ser por to rr encis 2x4 madera graduada por esfuerzo o restricci6n/arriostre de metal patentado aprobado,a menos que especifique el disen"ador del ed ficio. All bracing and lateral restraint members must be connected to each tru with at least 2 nails(see minimum sizes shown below),except for the short member restraints shown in Step 4,Option 2(see above),whi h require 2-16d deformed-shank(i.e.,ring-or screw-shank)nails. Todos los miembros de restricci6n lateral y arnostre denen que ser cone adds a cada truss con un minimo de 2 clavos(ver los taman"os minimos mostr dos abajo)excepto pare las restrictions de miembros cortos mostrados en i/ Od Paso 4,Opci6n 2(vea arriba),cuales requieren 2-16d clavos con largos l0.128x3" es- ( ) formados(Ej. Largos de anillos o tornillos). 12d(0.1280.25") Drive nails flush,or use double-headed nails for easiest removal. 16d(0.1310.5") Clave los clavos al naso,o use clavos de dos cabezas para quitarlds m6s facilmente. BCSI - B3 SUMMARY SHEET PERMANENT RESTRAINT/ 13RACING OF CHORDS AND WEB MEMBERS SPANS OVER 60' MAY REQUIRE COMPLEX PERMANENT BRACING.PL ASE ALWAYS CONSULT A PROFESSIONAL ENGINEER AOrreaardrng Permare t t estxairfrB zcl g isa malor cause of truss field Gertor- - Thi TZ u=p'oodes information on the assumed suppot for the r otom chowL mance problems and has been known to iead to to or doer eWec S colIdW�, t, D pro ee inFotnaadn,n6,re e1 sCidona supuestc Fara ka cue,da inferno,: I sarei A,mzct Yf2ts7 cad Fbm anentc err a cause FencFal prrbJernas de end m erno dei truss en,cadroc y hab(a c,^roodo a llexar at derrurmminlento de.' � In ll button tirord permanent Latera)Restraint at the spacing indicated on the TDD ststema det!echo o disc, a /or by the Building Designer with a maximum of 10'on tenter. 'Spans over 60'may require;,aittpex permanent brao€rty.Please alu,ays consult a In tale Restriction Latera!Permanente de la cuerda inferior al espaciamiento Registered Destgn Prcteessvcnai. int ecado en of TAU y/o par si Disrenador del Ediffcio ton un maximal de 10 pies an el —,-Tremor SOAre&cies putecten recuerir amostre perranente CCXnj%eJo.Por fa4vol, ce lidi weirspre consuire a mr Psofesrcnai Regiszrado de Clrseiic,. RESTRAINT/BRACING MATERIALS&FASTENERS MATERIALES YCrERRES DE RESMCC16NIARRIOSTRE f Eaclny r'. Gammon resirarnG tracng materials,snciudC wood structure?Panels,gypsum board sheathtnc, $ em Chards ' stress-graded lumber,propriMary m ,ai oroducts,and metal purlins and straps " Jblarerh7les:.ornune5 de arntn#ar✓fes n.rgfr snciuven naneiet estructurates de Madera,enta'h3do dC t,rso,maces¢2etuada Co.,esn.eza,Froaucttss do metal t>atentnrtas y e=upas ale sorporte r bras de meta", iIWTMY it Lateral F estrairt N4021 twprr w lr m# 1lin+mymNanMiat S1Cl 52R or ramatet iapoer over two trusses 510' �'X15i1ZSs-graded led le t2U3'7 �1iE..]I ifs--,ll Some chord and wreb members not Ed rd#2Bz3'S° _ Y V -.�� ��:r shown for clarm/. 2xts serous- arrrex, lea i¢t X -i Lateral Restraint and Diagonal Bracing used to brace the Befirm Chord Plane. 3. PI RIMANENT BRACING FOR THE WEB MEMBER PLANE ' its 1a.23r 3 5' 3. A RIOSTRE PERMANENTE PARA EL P"WO DEL MIEMBRO SECUNDARIO mer�rxat�arm�crasuermcsxs viii neariexif I sr Ira Ts,�.S mea aks i UeridsreeaW b Member Permanent Bracing caiects and transfers buckling restraint forces and/or alters— T.sue aro marnmeesaralanlydMVMWu er=as.xrmdunn(hra€boli,offo,Waldmn.'men. Irk ns from wind and seismic forces_The same bracing can after be used for batty functions" rreptlrt;>iylair,!#axspamtkat>m.�igl kitlac_user/fnna7 aafrktes Rs4nyts 'n afCia 7ed tit 9A®BUa�alg Oe." rCt. AtvcsndCFernianeritC Ce or MlemitnCs SeCundaYtor w.cgad y w5an fuer2a5 de telmcxLNt de. PERMANENT BRACING FOR THE VARIOUS PLANES OF A TRUSS to er y70 cargas lateraies ove ymnto y hton-as sonlrcas A merraco et mtsano arraastre puedC ser U. do Raul 8mb9S fdtnu oriel. ARRIOSTRE PERMANENTE PARA VARIOS P'LANOS DE UN TRUSS I,r o€d Indiw vat Web Member Permanent Restraint&Bracing permanent B a ing is amparcant because asre Pestr ccidn y Arriastm Permanente de Miembros Secundenros Indivlduales a)prevents cut-of-sane¢stn°ng Gfitruss ash b)holier maintain proper truss sparing,and k the TLSO to determine which web members(if any)require restraint to resist buckong. m aterai R iso er TDD wra determinar cuaies miendriror secundarres is aiqurrcu}reaweran restr<coor rhe c)resists and transfers lateral loads fromPlanc a fesfstfr el Ka tori wind and seismic forces. i Fc rain and brace with, 1- Lt arricstre.Dennanenie CS arrdac`r€anta A. anbnuous cetera/Restraint 6c E7iaoona€Blatin;,or f cue, B. ndividual Member Mb Remforcenent• -T-I i a dJY1tpJ(de a7 t:>. of tllera-da- afiv?df K25 R .`nrf7a ra tre con, mrembres de"tris;, > 5t.ce+en Latera'Continua y f maitre i;vwo all,c, til ayuda ter,manrener espy omentc B. ire,zo de hr;-mritios secundarnas friam'duafes- aPt`PPJ is de 0tfusses y° y' CIL r--,dste f Lasa fay carpas idterates de ,9iarn Ctu,,i A. nbnuous Lateral Restraint(CLR) vteneo y I,uersassr�rcas aF;icadas al w" Diagonal Bracing , Sttt wra A. Issitinkricin Lateral Continua(CLR)y Arriostre p * + 1' s rewire del tris+. °za ttnra sn iapanai Trusses require Permanent Bracing ea cliord within ALL of the following panes. .; Pane 1.Top Chord Plane +a a A h the CLR the locationsshownon the TCC. S . --at CL R en las ubracforres mosrr rcoa;an at TM, e'.B Fon Chard Mare %` In all the Diagonal Bracing at roes at. 45°m the C€P,enc 3.r,Veb Mei mer Crane o"" PP Y position sothat r crates:tiw Tnrsses ra sran A dire Lem anenze n c c se pro m ty to the SLR.A"Ch the Dagonal Bracy as clow.to the top arui Ec!loin Centro PC M"Dcs Kis slguierites planes: -�"^ �b Nosaspceaubleandtoeachweb it crosses.Repeat every 20'or less. I-p'ano de la Cuerda superk,r Iry ale el Arriost e Dogonal rr apriindnadarnente 45gradlos at CLR y Br eok que Para 4ue cnxe �.Florioa CuerdH{nr ter la erda rnuy dear,tel CLR.Syren el Arrusstre Djagcior pal c -wticano a las cuerdaas trill y 5 r rear demon sea fl Repita coda Willies o manus.: 3.Fano/fel vempro Secundum i Y a aria G3 e/3 era 7o Er za- ;" .1Nithtx f Permanent Brawn foe truss,or a portion of rim memaaers,will buckle t i.e, E AMPLES OF DIAGONAL BRACING WITH CONTINUOUS c ta4 a,loads far less!ban design. LATERAL RESTRAINT r Sita el Amos"Fiemtarrente,de t p u55,C or parte de ka5 rv,-nbres,torcene, fadarar)CC Carpus muchas Mends aUe Ids carga.five of rrum es diszAada a r`levar Arai hatuaint FE 37 YS GORdNic4� �F Latefa?Fission, 1. PERMANENT BRACING FOR THE TOP CHORD PLANE Ouag net ra S. ARRFOSTRE PERMANENTE PARA EL PLANO DE LA CUERDA SUPERIOR a $nada a use plywood,onenteds<rand board iii, or woad or metal stiuctural Purlins that are -- avim, property''rm°'ed, Use CJ7t chadraa parde fibres onentada A Y -Cz--1 ei i Cssf I opaas as Somm ae Madera o monad " qua s^rre arreshadxaproP+aCarner3ta. `+.� � �,�' s2D' The Truss Lipsion Drawim MC Provides G Note: osre chore 3"Ri was memCe's i orn at ce o the assumed ser>Pa t°or the tip Up of 8 busses not sha 4ntoreeaty" chord. E!Dibutu rF-f DJ wile de True' ''DD"R twerp Strmtura rrifr7ltYf:?C.,,, s'bre of so ?esupuesta o '-11%4 -1dr�j abar S'l'istiilD s"feraqt )ira,lstun at urteevaa. /� S eathsr ueraa Superior- Diagonal brace _. Fastener sze and ensuing requirements and grade i& t'iv« 3 11)' r ta the sheathing,p xlirs and Zara inn are provided in the €� s. Giaganal Stets building ante andicr by the Eutdmc Desicre: Pieces Rast sirt Fr mann de cterra}�c�t7ui�ras da esnar^rarnrenta v arado Fara 1 entabadt,woas de sop,.rte v ar ostre son FrovrScs an el caoigo de;aid:'6cic,to tMr e L7ise6u- `- do,der Edhoa �'' lateral Restrav, aae� Group of 2Trusses 4�0110 2. PERMANENT BRACING FOR THE BOTTOM ll%- is rel Restrx t R Jiae alvei Brae aqn alp t e use, mag' CHORD PLANE °1° _ ma Strait croups of trusses(i.e.,three or le si.fi to h 1. ARRTOSTRE P€RMAN€NTE PARA€t FLANO D€LA CU€RDA INFERIOR th Lateral Restraint&Diaa_onai acs to each we,., .. ttse rows of tantinueus Latera(Restraint wrq`h T3iagonal 3raaini;,gypsum board sheathingor nartl m be°-that,the,,ties_,. ceiiinq. , 'i=on Laren,!v cost e Dagonat tamaae a au de se use a7 ea 7 ufos 7ue w..de test Rias tY&f$esrrrtcrr Latafai LiX3fr^era CG,Amv7.5.4"e i7.agonai,CfftaW'a+,�C de ye5.:e rr Sac,er,,res o mens{51`sure€e Is Resrriccorr La.eraf y e.AirLsrre>l,''ragina>a Cada ndemvr'* to.!t rigida _ 6 unaano Cue k orurat:. RESTRICCION/ARRIOSTRE PERMANENTE DE LAS CUE WAS Y LOS MIEMBROS SECUNDARIOS TRAMOS DE 60'PIES PUEDEN REQUERIR ARRIOSTRE PERMANENTE COMPLEJO.POR FA OR,SIEMPRE CONSULTE A UN PROFESIONAL DE DISENO REGISTRADO. Constru ion loads are those loads imposed on the unfinished building as a result of the construction process.Typical construction loads include the weight of the workers, equipment,and building material ,to name a few. For example, a bundle of plywood y * sheathi g or gypsum board stacked on trusses temporarily creates construction loads. Cargas a construccion son las cargas que estan impuestas a los = - edifidos incompletos como resultado del proceso de construccion. s Cargas a construccion tipicas incluyen el peso de los trabajadores, el equip y los materiales de construccion, etcetera. Por ejemplo, un paqL,ete de entablado contrachapado o tabla de yeso apilados tempor2 Imente sobre los trusses crean cargas de construccion. i,� Make sure that the truss assembly is properly restrained and brc ced according to the guidelines in RCSY- I***and CSL- 2*** before placing any construction loads on them. Con truction loads shall only be placed on fully restrained and braced structures. Asegurese que el montaje del truss esta adecuadamente rest ngido y arriostrado segun las pautas en ECSC-B *** y RC51- 2*** antes de colocar alguna carga de construccion er, la estructura. Solamente coloquen cargas de construccion arriba de estructuras cuales son restringidos y arriostrados coi npletamente. ® Stacking excessive amounts of construction mat rials on floor or roof trusses is an unsafe practice. Prop- erty damage, personal injury and/or death are possible if this arning is not heeded. Apilando cantidades excesivas de cargas dE construccion sobre trusses de piso u techo es una prac- tica peligrosa. Dano a la propiedad, herida personal y/o muerl e son posibles si no sigue esta advertencia. [= Trusses that have been over-stressed due to excessive co istruction loading will usually show excessive sagging (deflection) and at least a portion of this deflection will remair even after the load has been removed. In more severe cases, broken truss members and/or failed truss joints may re ult. Los trusses que han sidos demasiado estresados debido a cari las de construccion excesivas usualmente demuestran una desviacion excesiva, y por to menos una parte de este de viacicin se quedaran aun despues de que la carga se haya quitada. En casos mas severos, miembros quebrados del truss y/o junturas falladas pueden resultar. CONSTRUCTION LOADING L -'S AND "7S DON-7 exceed stack heights listed in the table. QUE RACES YNQLtIA�Eff CON LAS CARGAS NO exceda la altura de monton indicada en la tabla DE CONSTRUCC16N que sigue. Maxi nurn Stack Height for Material on Trusses DON'T stack materials on unbraced Maximua Alt rra de Monton para Material encima de los Trusses trusses. Material—Mate ial NO amontone materiales sobre Height—Altura l trusses que no esten arriostrados. Gypsum Board— 7ibla de Yeso 12"— 12 pulgadas Plywood or OSB—Madera Contrachapada u OSB 16"— 16 pulgadas 3 Asphalt Shingles— Teja de Asfalto 2 bundles—2 paquetes ry Concrete Block— loque de Horming6n 8"—8 pulgadas Clay Tile— Teja de Arcilla 3-4 tiles—3-4 azulejos Note:Limit stacking peri ds to approximately one week,unless alternative information is provided by the Building Designer,TrL ss Designer or Truss Manufacturer. DON'T overload the trusses. Lateral Diagonal NO sobrecargue los trusses. Properly restrain and brace trusses before Restraint Bracing stacking construction materials on them. Struc ral Sheat ing Wonstl oad 090520 l..g C?• k8 ° µms,. 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Eosad .. � c cUV1 �f`- ZCL v II II II %- o L �w w Q Q Q •E i r LOT IS 11901 SQ FT STRUCTURE COVERAGE 3155 SQ FT DRIVE, WALK, ETC 1490 SQ FT 28 <iVf oqk 5' NON-ACCESS TOTAL IMPERVIOUS 4675 SQ FT EASEMENT q IMPERVIOUS COVERAGE 39.3% NOCC Y 20, B•RL• �NfRRY oqk NoqY 0MA` 22••C/Vf Oqk 12 /'AP CiVf 0q k '`fig` 30'•c V t�6 ra, f oqk g., O ORYI 6" \ 84 Ni kORY q M > 3' CONC �' /C s WALK ` Q7 �i CiVf Oqk 12„P <M 72,.Ni M q NOC City of Atla tic Beach Pq44 k Planning and Zo n�Departm This approval verifies corn ee' C bi 4' CONC zoning, subdivision and her loo nd W ALK development regulations, but 6es not co to _ EASEMENT approval for the issuance of p rmits. Comp .. . .i with Florida Building Code and II other too . . . � 8• •L. local, State and Federal permit Ing requirem / must be verified by signature of a City of Atla i�D` q N'okoR Beach Building Official rior to th issuance o 12 GONG Building Permit. fCM q DRIVE w1 CO Approved By: Y fCM s l 9q Y Date:cc��nn n �7�- G•"7299= 1 7 22" r N "7 2 Pq PROVIDE r�- Mq <e ,^y /AY SILT FENCE o<C Y a'•6 TWl PORT-O-LET 3$'00, 0NfRR t DUMPSTER FOR CONSTRUCTION FLARE DEBRIS ARE TO 5E PROVIDED ON SITE TO IS' DURING CONSTRUCTION INLAND WA*r CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD J ...< ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000748 Date 7/05/12 Property Address . . . . . . 465 INLAND WAY Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 340000 ----�------------------------------------------------------------------------ Application desc new home ---------------------------------------------------------------------------- Owner Contractor LEWIS TODD IRA MCCUMBER HOMES INC 1930 TARA CT 1280-B N PONCE DE LEON BLVD NEPTUNE BEACH FL 32266 ST.AUGUSTINE FL 32084 (904) 823-1900 --- Structure Information 000 000 SINGLE FAMILY DWELLING Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . DON HARRIS PLUMBING CO. , INC. Permit Fee . . . . 216 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/01/13 ---------------------------------------------------------------------------- Special Notes and Comments FILL INSTALLED PRIOR TO PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . PERMIT ISAAP$IDmI11f osLLie&ri0XbRUVJL VbM insMaeamdTIaatT1t1WAPr0gWX&yES1I-HE FLORIDA BUILD NG CODES. i i i I CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ..,,. ATLANTIC BEACH, FL 32233 ` INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000748 Date 7/05/12 ---------------------------------------------------------------------------- Special Notes and Comments Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Remain clear of easement . A sewer force main is located in the easement along the north property line . Avoid damage to force main. A Right-of-Way Permit must be obtained for curb cut / driveway opening. Not detailed on plans . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Gravel construction entrance or other means to keep dirt from street is required. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 24 STATE PLBG DBPR SURCHARGE 3 . 24 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 216 . 00 216 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 PERMtr ISQ0k=VEUQaSLV0,tR&ORDANCE WITLIFAI"CITV OF ATLA644'8BEACH ORDINANCOSOAND THE FLORIDA0 BUILDING CODES. i i i 4, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 3 Application Number . . . . . 12-00000748 Date 7/05/12 Grand Total 222 .48 222 .48 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD ING CODES. i s:2% V1jr� , CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION 12, - A16 Date: Property Addr Owner: Telephone#: �9.ContractoM Telepon 31 Contractor Address: /00 t)9�5T I"-�'� P/ 1 FaxV&q)7 34/ 57 L 2a-9 2 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: Cl Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans / Dishwashers Sinks " l Disposals Urinals Floor Drains / Washing Machine 1.�. Lavatory / Water LSewer Water Heaters r Other 144' _y(e� j 1�� Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMBING CO., INC Permit Issuing Fee: $35.00 ---- NELSON D. HARR Total Fixtures: '2—� X$7.00 + $35.00= ;r C� 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http://www.ci.atiantic-beach.fl.us Revised 1/04 I ','e.ww++y+ttm:eo!++!Y•raa+tn err;-aa,w,e•w,.av;.!n,� ..^'A �1—a Y"Gf L�( ,� _. .. peer"i7 l2 ._1 FILE COM }� G)14 71� 2012 2x6 W 3068 x6 WALL EXT s � Q t —— — —I— 0 w 1'-0" CEIL x 0 I W/ VALILT 0 �t -0 W AT SHOWER I CURB t I I � 4'-4" "P's I g8 dJ 1'-10" CEIL t � t t ((1 HVAC t I 2868 WRAPPED � I � OPENINCs � t N WALL I t WALL t t t t I t V� f IV t t I I I LINE OF FIRST t� 9112 INT jam-CEOi 9/12 INT t FLOOR PNOW I I I I PIL _ T• LINE OF FIRST I t I I FLOOR I 3050 SH t t I BELOW (HEAD • t 1 _1_ 2x6 WALL 2x6 WALL 22'-0" n : 1 AM �r 6Y V inc 'LAN 28 SELL NCE FL 3207 j :OWN �f cz U Q2_ o � LAm ° oEAt ;To N o � ►� a ►� `�J O GJ 4.4 `�J L� � O © [� 0,4, z c'i cl v sa m 'y , .. g. - 0. 0 o U o o0>, CL F" v o A z U Coll Ig 44 >,,° � a x � o � � O o a� a 0 > cd Q -81o � W '3 ami o o 3 N o a o ;� O H vi v1 x U an � ami yaj ,r � � rte„ W •--� ,N ri d' vi •-+ N ri d' �n `D l� oo O� 0 � O O 4O O O ar Q a d i, u O a w 0 0 .r e .r O .r V A 0 a w w s� e� a� U x ° a3 U O U 4-+ cn •rn 'O 7a LZ S. 0 0 w � U 3 � � � o °o ¢ � :x ca xx' 3 3 x a 06 C� O a/ r- N M t•i D oc O�ct IU U A U i. C� V O CC O C O CSC i A 0 0 a w w a C ce! O ..0 V 00 Ca421 un w " N kn W � J j. c � O�—r �dCD o. �,tai N CD CD CD CD F�CDrQ QrQ •� Sz CD if N � o `: CD CD CD o tz �- cn, It < o o o o CD CD Cr h A'- a •-{ CLCD R' M ,� CDd CL `D Q o 44 CD O N cD � n O ►0+' CD CD o ra � o C CD Q : O Ili E Or �s LL O N CDC CD Ci + r �M1Nttnf�iN'K.lYJM1NY FILE COPY FORM 405-10 ; FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional R gulation - Residential Performance Method i Project Name: RusseilResLot190ceanWalk Bu Ider Name: McCumber Homes Street: Pe mit Office: City,State,Zip: FL, Pe Tnit Number: Owner: Jui isdiction: Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(4557.8 sgfL) Insulation Area 2. Single family or multiple family Single-family i.Frame-Wood,Exterior R=19.0 4251.90 ft2 Frame-Wood,Adjacent R=11.0 305.86 ft2 3. Number of units,if multiple family 1 N/A R= ft2 4. Number of Bedrooms q J.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types(2493.0 sgft.) Insulation Area i.Under Attic(Vented) R=30.0 2462.00 ft2 6. Conditioned floor area above grade(ft2) 3619 Knee Wall(Vented) R=19.0 31.00 ft2 Conditioned floor area below grade(ft2) 0 N/A R= ft2 11.Duds R ft2 7. Wirdows(556.3 sgft.) Description Area _Sup:Attic,Ret:Attic,AH:Attic 6 519.5 a. U-Factor: Dbl,U=0.35 297.00 ft2 Sup: Attic,Ret:Attic,AH:Attic 6 289.25 SHGC: SHGC=0.30 Sup:Attic,Ret:Attic,AH:Roorn3lnBlock3 6 96 b. U-Factor: Dbl,U=0.35 259.33 ft2 12•Cooing systems kBtu/hr Efficiency SHGC: SHGC=0.27 i.Central Unit 30.0 SEER:13.00 c. U-Facto: N/A ft2 Central Unit 17.4 SEER:13.00 Central Unit 17.4 SEER:13.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 Electric Heat Pump 38.9 HSPF:7.70 SHGC: Electric Heat Pump 17.4 HSPF:8.00 Area Weighted Average Overhang Depth: 6.380 ft. Electric Heat Pump 17.4 HSPF:8.00 Area Weighted Average SHGC: 0.286 14.Hot water systems 8. Floor Types (3619.0 sqft.) Insulation Area .Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2078.00 ft2 EF:0.820 . Conservation features b.Floor Over Other Space R=0.0 1157.00 ft2 None c.other(see details) R= 384.00 ft2 15.Credits Pstat Glass/Floor Area: 0.154 Total Proposed Modified Loads: 43.66 PASS Total Standard Reference Loa s: 75.76 I hereby certify that the plans and specifications covered by Review of the plans and pTl�STA this calculation are in compliance with th lorida Energy specfications covered by this - eO Code. / calc lation indicates compliance .0 v i� with a Florida Energy Code. t= " Cj PREPARE BY _ _ _ _ Bef a construction is completed DATE: /Ica[3 f this uilding will be inspected forIV cornliance with Section 553.908 * • ,� I hereby certify that this building, as designed,is in compliance Flori a Statutes. with the Florida Energy Code. fiODwe OWNER/AGENT: BUI DING OFFICIAL: h? DATE: DA : / /Z Compliance requires completion of a Florida Air Barrier and Ii I lisulation Inspection Checklist 7/5/2012 10:14 AM EnergyGaugeg USA-FlaRes2010 Sectia 405.4.1 Compliant Software Page 1 of 6 I PROJECT Title: Russell ResLot190ceanWalk Bedrooms: 4i Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 36 9 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: McCumber Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: DUVAL Jurisdiction: Whole House Fan: No City,State,Zip: Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / IECC Desig Temp Int Design Temp Heating Design Daily Temp V _Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL.–JACKSONVILLE–INT 2 32 93 70 75 1281 49 Medium BLOCKSII Number Name Area Volume 1 Blockl 2078 20987.8007 --_—_— — 2 Block2 1157 10065.9003 3 Block3 384 3072 SPACES Number Name Area Volume Kitchen Occ pants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 2078 20987.8007 Yes 2.29676706 1 1 Yes Yes Yes 2 RoomslnBlock2 1157 10065.9003 No 1.27880630 3 2 Yes Yes Yes 3 RoomslnBlock3 384 3072 No 0.42442663 0 3 Yes Yes Yes FLOORS _ # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlockl 243.5 ft 0 2078 ft2 _-- 0 0.3 0.7 2 Floor Over Other Space RoomslnBlock2 -___ _ 1157 ft2 0 0 0.22 0.78 3 Floor over Garage RoomslnBlock3 -_-- -_ 384 ft2 11 0 0.15 0.85 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2595 ft2 410 ft2 Medium 0.96 No 0.85 No 0 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 il rea RBS IRCC 1 Full attic Vented 300 2462 ft2 N N 7/5/2012 10:14 AM EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software Page 2 of 6 i CEILING # Ceiling Type - Space -R-Value JArea Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlockl 30 921 ft2 0.11 Wood 2 Under Attic(Vented) RoomsInBlock2 30 1157 ft2 0.11 Wood 3 Knee Wall(Vented) RoomslnBlock2 19 31 ft2 0.1 Wood 4 Under Attic(Vented) RoomslnBlock3 30 1 384 ft2 0.11 Wood WALLS Adjacent aCavity Width Height Sheathing Framing Solar Below Spa,To Wall-Type _-. -P-__.R-Vali-e --Ft--_n_- Ft In Area-. R-Value Fraction Absor.-c' 1 N Exterior Frame-Wood RoomslnBloc 19 22 1 9 1 200.5902 0 0.23 0.6 0 2 N Exterior Frame-Wood RoomslnBloc 19 69 0 10 1 695.75 ft2 0 0.23 0.6 0 3 E Exterior Frame-Wood RoomslnBloc 19 35 7 9 1 323.2152 0 0.23 0.6 0 4 E Exterior Frame-Wood RoomslnBloc 19 62 6 10 1 630.2083 0 0.23 0.6 0 5 S Exterior Frame-Wood RoomslnBloc 19 34 1 9 1 309.5902 0 0.23 0.6 0 6 S Exterior Frame-Wood RoomslnBloc 19 49 6 10 1 499.125 ft 0 0.23 0.6 0 7 W Exterior Frame-Wood RoomslnBloc 19 35 1 7 9 1 323.2152 0 0.23 0.6 0 8 W Exterior Frame-Wood RoomslnBloc 19 62 ! 6 10 1 630.2083 0 0.23 0.6 0 9 S Garage Frame-Wood RoomslnBloc 11 30 4 10 1 305.8611 0 0.23 0.01 0 10 N Exterior Frame-Wood RoomslnBloc 19 24 0 8 0 192 ft2 0 0.23 0.6 0 11 E Exterior Frame-Wood RoomslnBloc 19 16 0 8 0 128 ft2 0 0.23 0.6 0 12 S Exterior Frame-Wood RoomslnBloc 19 24 0 8 0 192 ft2 0 0.23 0.6 0 13 W Exterior Frame-Wood RoomslnBloc 19 16 0 8 0 128 ft2 0 0.23 0.6 0 DOORS I! # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated RoomslnBloc None 0.39 3 0 8 0 24 ft2 2 S Wood RoomslnBloc None 0.39 3 0 8 0 17.77777 3 W Wood ROOmSInBloc None 0.460000 3 0 8 0 20 ft2 WINDOW Orientation shown is the entered roposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.35 0.3 N 6 ft2 1 ft 0 in 9 ft 0 in HERS 2006 None 2 N 2 Metal Low-E Double Yes 0.35 0.3 N 15 ft2 1 ft 0 in 6 ft 6 in HERS 2006 None 3 N 2 Metal Low-E Double Yes 0.35 0.3 N 18 ft2 1 ft 0 in 4 ft 0 in HERS 2006 None 4 N 2 Metal Low-E Double Yes 0.35 0.3 N 18 ft2 1 ft 0 in 10 ft 0 in HERS 2006 None 5 N 2 Metal Low-E Double Yes 0.35 0.3 N 36 ft2 27 ft 0 in 0 ft 6 in HERS 2006 None 6 E 3 Metal Low-E Double Yes 0.35 0.27 N 30 ft2 1 ft 4 in 0 ft 4 in HERS 2006 None 7 E 3 Metal Low-E Double Yes 0.35 0.27 N 15 ft2 1 ft 10 in 6 It 0 in HERS 2006 None 8 E 4 Metal Low-E Double Yes 0.35 0.27 N 24 ft2 4 ft 0 in 0 ft 10 in HERS 2006 None 9 E 4 Metal Low-E Double Yes 0.35 0.27 N 24 ft2 7 ft 6 in 0 ft 8 in HERS 2006 None 10 E 4 Metal Low-E Double Yes 0.35 0.27 N 16 ft2 7 ft 6 in 0 ft 8 in HERS 2006 None 7/5/2012 10:14 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOW Orientation shown is the entered :1roposed orientation. V Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 11 E 4 Metal Low-E Double Yes 0.35 0.27 N 16 ft2 1 ft10 in 0 ft4 in HERS 2006 None 12 E 4 Metal Low-E Double Yes 0.35 0.27 N 72 ft2 7 ft 6 in 0 ft 8 in HERS 2006 None 13 S 5 Metal Low-E Double Yes 0.35 0.27 N 15 ft2 1 ft 0 in 6 ft 0 in HERS 2006 None 14 S 6 Metal Low-E Double Yes 0.35 0.27 N 8.666666 1 ft 0 in 14 ft 6 in HERS 2006 None 15 S 6 Metal Low-E Double Yes 0.35 0.27 N 8.666666 1 ft0 in 18 ft 6 in HERS 2006 None 16 W 7 Metal Low-E Double Yes 0.35 0.3 N 36 ft2 1 ft 10 in 0 ft 4 in HERS 2006 None 17 W 7 Metal Low-E Double Yes 0.35 0.3 N 7 ft2 1 ft 10 in 0 ft 4 in HERS 2006 None 18 W 8 Metal Low-E Double Yes 0.35 0.3 N 32.5 ft2 13 ft 8 in 0 ft 6 in HERS 2006 None 19 W 8 Metal Low-E Double Yes 0.35 0.3 N 24 ft2 13 ft 8 in 0 ft 6 in HERS 2006 None 20 W 8 Metal Low-E Double Yes 0.35 0.3 N 36 ft2 1 ft 8 in 0 ft 10 in HERS 2006 None 21 W 8 Metal Low-E Double Yes 0.35 0.3 N 36 ft2 1 ft 8 in 0 ft 10 in HERS 2006 None 22 W 8 Metal Low-E Double Yes 0.35 0.3 N 32.5 ft2 13 ft 8 in 0 ft6 in HERS 2006 None 23 E 11 Metal Low-E Double Yes 0.35 0.27 N 30 ft2 1 ft4 in 4 ft2 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Pe meter Avg.Wall Height Exposed Wall Insulation 1 519 ft2 135 ft2 73 ft 8.1 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1962.2 107.72 202.58 0.3412 5.6096 2 BySpaces Proposed SLA 0.000360 1092.5 59.978 112.79 0.3412 6.5123 3 BySpaces Proposed SLA 0.000360 362.60 19.906 37.437 0.3412 7.0821 HEATING SYS EM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None SPF:7.7 38.9 kBtu/hr 1 sys#1 2 Electric Heat Pump None 'HSPF:8 17.4 kBtu/hr 2 sys42 3 Electric Heat Pump None HSPF:8 17.4 kBtu/hr 3 sys#3 COOLING SYS EM # System Type _Subtype_ E fliiciency Capacity Air Flow SHR Block Ducts_ 1 Central Unit Split E EER: 13 30 kBtu/hr 900 cfm 0.75 1 sys#1 2 Central Unit Split r,EER: 13 17.4 kBtu/hr 522 drn 0.75 2 sys#2 3 Central Unit None E EER: 13 17.4 kBtu/hr 522 cfm 0.75 3 sys#3 7/5/2012 10:14 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HOT WATERS STEM — # System Type SubType Location----EF C Ip Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.7544 1 cal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ---- — ------- - - ft2 - ------- DUCTS / ---Supply--- --Return---- Air Percent HVAC# Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 519.5 ft Attic 103.9 ft DSE 0.88 Attic 0.0 cfm 0.00% 0.00 0.60 1 1 2 Attic 6 289.25 Attic 57.85 ft DS 0.88 Attic 0.0 cfm 0.00% 0.00 0.60 2 2 3 Attic 6 96 ft2 Attic 20 ft2 DS 0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 3 3 TEMPERATU ES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar A r Ma Jun Jul (X Auge Oct Nov Dec Venting X�Jan X�Feb X�Mar �X�Apr X�May X�Jun EX�Jul [X�Au9 Sep X�Oct X�Nov X�Dec Venting [[�X]]]Jan [[�X]]]Feb LL�X]Mar [[XX Apr [[X]11]]May [[XX Jun ([XX]]Jul ��XX Au Se [[XX Oct [[�X Nov [[�X]]]]]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 _ 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/5/2012 10:14 AM EnergyGaugeO USA-FlaRes2010 Section 05.4.1 Compliant Software Page 5 of 6 Y I FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whale Building erformance Method ADDRESS: PERMIT#: FL, MANDATORY REQUIREMENTS SUMMARY-See individual cole sections for full details. COMPONENT SECTION SUMMARY OF REQ IREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,we therstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft.Testin or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall a provided for each separate heating and controls cooling system. Where force -air furnace is primary system, programmable thermostat is iequired. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter b xes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Se tion 503.2.7.2 of this code. 403.3.3 Building framing cavities shal not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF swi ch. Mechanical 403.5 Homes designed to operate a positive pressure or with mechanical ventilation ventilation systems shall not Exceed the minimum ASHRAE 62 level. No make-up air from attics, cr 3wIspaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump rr otors with a total horsepower(HP)of= 1 &Spas HP shall have the capability o operating at two or more speeds. Spas and heated pools must have%apor-retardant covers or a liquid cover or other means proven to redUCE heat loss except if 70%of heat from site-recovered energy. Off/tim r switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed 8,attached. Minimum efficiencies per Tables 503.2.3. Equipment a cienE verification required. Special equipment occasion cooling or heating c pacequires separate system or variable capacity system. Ele ric t>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/5/2012 10:14 AM EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software Page 6 of 6 ��I FILE COPY .n Inspection Date: Re-Inspection Date: PERMIT NO. AIR BARTER & INSULATION 1 SPECTION CHECKLIST 2010 FBC—Energy Conservation ode—Section 402.4.2 P NA COMPONENT # I P F CRITERIA O O INSULATION 110 Q Insulatio in substantial contact with air barrier. 2 Q Q 1 nsulatio i in continuous alignment with air barrier. 3 Q Q Breaks o Fjoints in the air barrier are filled or repaired. Q Q AIR-BARRIER 4 Q Q Air-perry eable insulation is NOT used as a sealing material. 5 Q Q Air-perrr eable insulation is inside of an air barrier. 6 Q Q Air-barrier at ceiling/soffits is aligned with insulation. Q Q CEILING/ATTIC 7 Q Q Gaps are sealed in the ceiling/soffits air barrier. 8 Q Q Attic access/doors are sealed and insulated. 9 Q Q Corners re insulated. Q Q WALLS 10 Q Q Headers are insulated. 11 Q Q Sill/sole plate is sealed at foundation junction. Q Q WINDOWS/DOORS 12 Q Q Space between door/window jambs &framing are sealed. Q Q RIM JOIST 13 Q Q Rim joist are insulated. 14 Q Q Air-barrier is installed and sealed at rim joist. FLOORS 15 Q Q Insulatio is in contact with underside of subfloor decking. Q Q Above-garage & 16 Q Q Insulatio i is permanently installed and supported. Cantilevered Floors 17 Q Q Air barrier is provided at any exposed edge of insulation. 18 Q Q Insulatio i is permanently attached to foundation walls. Q Q UN-VENTED 19 Q Q Exposed earth is covered with Class I vapor retarder. CRAWLSPACE 20 Q Q All joints in vapor retarder are overlapped and taped. r2 1T Q Q Vapor retarder extends 6" up foundation wall. 22 Q Q Duct Sha Is to unconditioned space or exterior are sealed. Q Q PENETRATIONS 23 Q Q Knee wal is at unconditioned space are sealed. Shafts/Utilities 24 Q Q Flue Shai s to unconditioned space or exterior are sealed. 25 Q Q Utility pe etrations to uncond/space or exterior sealed. 26 Q Q Batts are cut to fit narrow cavities. Q Q NARROW CAVITIES 27 Q Q Narrow c 3vities are filled with spray/blown insulation. Q Q GARAGE/SEPARATION 28 Q Q Air sealing is provided at garage &conditioned spaces. i I' I' i P NA COMPONENT # P F CRITERIA RECESSED LIGHTING 29 0 0 Recessei lighting is air-tight. 0 0 Installed into 30 0 0 Recesse lighting is IC rated. Unconditioned Space 31 0 0 Recessei lighting is sealed at drywall 32 0 0 insulation is between outside and pipes. O O PLUMBING/WIRING 33 0 0 Batt inSL lation is cut to fit around wiring/boxes. 34 0 0 Batt insulation is cut to fit around plumbing. 35 0 0 Sprayed blown insulation extends behind piping/wiring. 0 0 TUB/SHOWER 36 0 0 Concealed spaces at tub/shower are insulated at exterior. Exterior Walls 37 0 0 Air-barrier installed &sealed at exterior wall. 0 0 ELEC/PHONE BOXES 38 0 0 Air-barrier extends behind boxes. Exterior Walls r391 0 0 Air sealed-type boxes are used. 0 0 COMMON WALLS 40 0 0 Air-barrier is installed in common walls/dwelling units. 0 0 HVAC 41 0 0 Boots penetrating building envelope sealed to sub-floor. REGISTER BOOTS 42 0 0 Boots penetrating building envelope are sealed to drywall. 0 0 FIREPLACE 43 0 0 Fireplacc walls include air-barrier. 0 0 INSPECTOR ITEMS 44 0 0 Other so irces of air infiltration—Section 402.4.1 # Inspector Coirlments Inspector: Date: Re-inspection: Date: Pursuant to Section 402.4.2 of the 2010 FBC—Energy Consei vation Code,this building is: 0 Compliant with Section 402.4.2.2—Visual Inspection 3ption 0 NOT in compliance with Section 402.4.2.2—Visual In pection Option 0 Re-Inspection Required 0 Required to successfully pass a Blower Door Test pursuant to Section 402.4.2.1 0 Required to be inspected by a qualified Independent hird-party pursuant to Section 402.4.2.2 &CL V i k "Z-t Ll 3'C► ►� - ror rt+r � � m -�y-,z FILE Co ENERGY PERFORMA L) DISPLAY ARD ESTIMATED ENERGY PERFORMANCE INDEX* = 58 The lower the EnergyPerformance Index the more efficient the home. „ FL, 1. New construction or existing New(From Plans) 9. V lall Types Insulation Area 2. Single family or multiple family Single-family a Frame-Wood,Exterior R=19.0 4251.90 ft' b Frame-Wood,Adjacent R=11.0 305.86 ft' 3. Number of units,if multiple family 1 c N/A R= ft' 4. Number of Bedrooms 4 d N/A R= ft2 5. Is this a worst case? No 10. eiling Types Insulation Area a Under Attic(Vented) R=30.0 2462.00 ft' 6. Conditioned floor area(ft') 3619 b I Knee Wall(Vented) R=19.0 31.00 ft' 7. Windows** Description Area c N/A R= ft'a. U-Factor: Dbl,U=0.35 297.00 ft' 11. ucts R ft' a Sup:Attic, Ret:Attic,AH:Attic 6 519.5 SHGC: SHGC=0.30 b Sup: Attic,Ret:Attic,AH:Attic 6 289.25 b. U-Factor: Dbl,U=0.35 259.33 ft' c Sup:Attic, Ret:Attic,AH:RoomsInBlock3 6 96 SHGC: SHGC=0.27 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a Central Unit 30.0 SEER:13.00 SHGC: b Central Unit 17.4 SEER:13.00 d. U-Factor: N/A ft' c.Central Unit 17.4 SEER:13.00 SHGC: 13. 1 leating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 6.380 ft. a Electric Heat Pump 38.9 HSPF:7.70 b Electric Heat Pump 17.4 HSPF:8.00 Area Weighted Average SHGC: 0.286 c.Electric Heat Pump 17.4 HSPF:8.00 8. Floor Types Insulation Area 14. 1 lot water systems a.Slab-On-Grade Edge Insulation R=0.0 2078.00 ft2 a. : 1 gallons Natural Gas CapEF:0.75 b.Floor Over Other Space R=0.0 1157.00 ft' c.other(see details) R= 384.00 ft' b Conservation features None 15.4redits Pstat certify that this home has complied with the Florida Energy Efficiency Code for Building IHE sT Construction through the above energy saving features which will be installed (or exceeded) y0. in this home before final inspection. Otherwise,a new EPL Display Caid will be completed � �?, wN f based on installed Code compliant features. O Builder Signature: Date: °4 Address of New Home: City FL Zip: cob WE *Note: This is not a Building Energy Rating. If your Index is belovi 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rting. Contact the EnergyGauge Hotline at(321) 638-1492 or seethe EnergyGauge web site at energygauge.com r information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 05.4.1 Compliant Software wrightsoft`-, Manua s Compliance Rep 1144.. ssell Res Lot 19 Om...... CON:E 3/2012 Zone 1 By. F DEL-AIR HEATING &AIR CONDI 10 : 531 CODISCO WAY,SAWORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM Project i i For: McCumber Homes Cooling Equipment Design Conditions Outdoor design DB: 92.7F Sensible gain: 23)63 Btuh Entering coil DB: 77.5°F Outdoor design WB: 77.1 °F Latent gain: 4387 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0 OF Total gain: 27450 Btuh Indoor RH: 50% Estimated airflow: 100 cfm Manufacturer's Performance Data at Actual Design Co riditions Equipment type: Split ASH P Manufacturer: Carrier Model: 25HBC330A" 0+FB4CNF030 Actual airflow: 1000 cfm Sensible capacity: 23500 Btuh 102%of load Latent capacity: 5013 Btuh 114%of load 0 Total capacity: 28513 Btuh 104/a of load SHR: 82% II Heating Equipment Design Conditions Outdoor design DB: 32.5F Heat loss: 30193 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Coilditions Equipment type: Split ASH P Manufacturer: Carrier Model: 25HBC330A" +FB4CNF030 Actual airflow: 1000 cfm Output capacity: 23931 Btuh 78%of load Capacity balance: 40 OF Supplemental heat required: 6661 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 30593 Btuh 100%of load Temp. rise: 1 0 °F The above equipment was selected in accordance with ACCA Manual S. 2012-Jul-05 10:24:57 wrighftOft Right-Suite®Universal 2012 12.0.07 RSU08057 Page 1 ACCk• ...sellResLotl9oceanWalk\Ofice Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E f Manual S Compliance Report Job: Russell Res Lot 19Ocea... - - wrightsoft" Date: 6/13/2012 Zone 2 By: FJF DEL-AIR HEATING &AIR CONDI IONING 531 COD ISCO WAY,SAWORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM InformationProject For: McCumber Homes eoEquipment Design Conditions Outdoor design DB: 92.7 OF Sensibleain: 11 2 Btuh 9 Entering Coll DB: 78.2°F Outdoor design WB: 77.1 OF Latent gain: 29 Btuh Entering coil WB: 64.1 OF Indoor design DB: 75.0 OF Total gain: 13 71 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Co riditions Equipment type: Split ASH Manufacturer: Carrier Model: 25HBC318(A, )**30+FB4CNF018 Actual airflow: 600 cfm Sensible capacity: 13785 Btuh 115%of load Latent capacity: 2912 Btuh 144%of load Total capacity: 16697 Btuh 120%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 32.5 OF Heat loss: 11 0 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0 OF Manufacturer's Performance Data at Actual Design Co ditions Equipment type: Split ASH P Manufacturer: Carrier Model: 25HBC318(A, )**30+FB4CNF018 Actual airflow: 600 cfm Output capacity: 13915 Btuh 121%of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: 99 °F Backup equipment type: Elec strip Manufacturer: Model Actual airflow: 600 cfm Output capacity: 11530 Btuh 100%of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. W1'19ht$Oft" Right-Suitee Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 Page 2 �" ...sellResLot190ceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E g (i Manual S Compliance Rep 7rt Job: Russell Res Lot 19Ocea... - wrightsoft' Date: 6/13/2012 zone 3 1 By: FJF DEL-AIR HEATING&AIR CONDITIONING 531 COD ISCO WAY,SAWORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM Project Information For: McCumber Homes Cooling Equipment Design Conditions Outdoor design DB: 92.7F Sensible gain: 6 46 Btuh Entering coil DB: 76.9°F Outdoor design WB: 77.1 °F Latent gain: 146 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0 OF Total gain: 7 i92 Btuh Indoor RH: 50% Estimated airflow: 1300 cfm Manufacturer's Performance Data at Actual Design Co ditions Equipment type: Split ASH P Manufacturer: Carrier Model: 25HBC318(A, )"30+FB4CNF018 Actual airflow: 600 cfm Sensible capacity: 13452 Btuh 209%of load Latent capacity: 3020 Btuh 264%of load Total capacity: 16472 Btuh 2170/o of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 32.5F Heat loss: 163 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0 OF Manufacturer's Performance Data at Actual Design Co ditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC318(A, )"30+FB4CNF018 Actual airflow: 600 cfm Output capacity: 13855 Btuh 236%of load Capacity balance: 13 °F Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup . type- Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 5863 Btuh 100%of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. -.. wri ht50ft"° 2012-Jul-0510:24:57 9 Right-Suite®Universal 2012 12.0.07 RSLI08057 Page 3 ...sellResLotl9OceanWalk\Ofice Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E Project Summary I' Job: Russell Res Lot 19 Ocea... - - wrightsoft`' Date: 6/13=12 Entire House By: FJF DEL-AIR HEATING &AIR CONDI ZONING 531 COD ISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM -Projectf f For: McCumber Homes Notes: 07.05.12 ER Design Inforgf Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 `F Ou side db 93 `F Inside db 70 °F Insi de db 75 °F Design TD 38 `F De ign TD 18 OF Da ly range M Re ative humidity 50 % Mo sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 39487 Btuh Structure 28844 Btuh Ducts 8498 Btuh D is 12039 Btuh Central vent (0 cfm) 0 Btuh Ce itral vent (0 cfm) 0 Btuh Humidification 0 Btuh Blc wer 0 Btuh Piping 0 Btuh Equipment load 47985 Btuh Us.,manufacturer's data y Rae/swing multiplier 1.00 Infiltration Eq ipment sensible load 40883 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Str ture 5002 Btuh Du is 2560 Btuh Heating Cooling Ce ral vent (0 cfm) 0 Btuh Area(ft2) 3619 3619 Eq ipment latent load 7562 Btuh Volume(ft3) 34556 34556 Air changes/hour 0.37 0.19 Eqt ipment total load 48445 Btuh Equiv.AVF(cfm) 213 109 R . total capacity at 0.70 SHR 4.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a M e n/a Trade n/a Tra'a n/a Model n/a Co n/a AHRI ref no.n/a Coi n/a AH 31 ref no.n/a Efficiency n/a Effi iency n/a Heating input Ser sible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Tot cooling 0 Btuh Actual air flow 0 cfm Act jaJ air flow 0 cfm Air flow factor 0 cfm/Btuh Air low factor 0 cfm/Btuh Static pressure 0 in H2O Sta is pressure 0 in H2O Space thermostat n/a LoaJ sensible heat ratio 0 Calculations approved by ACCA to meet all rEquirements of Manual J 8th Ed. 2012-Jul-05 10:24:57 Wrightsoft' Right-Suite®Universal 2012 12.0.07 RSU08057 Page 1 f1 'A ...sellResLot19oceanwalk\Office Optn\RussellResLot19oceanWalk.rup Calc=MJ8 use faces: E i Project Summar Job: Russell Res Lot 19 Ocea... - - wrightsoft`, y Date: 6/13=12 Zone 1 By: FJF DEL-AIR HEATING&AIR CONDITIONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM -Project • ! For: McCurnber Homes Notes: 07.05.12 ER Desicin Information Weather: Jacksonville Intl! P, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 `F Ou side db 93 °F Inside db 70 cF Insi de db 75 OF Design TD 38 `F De ign TD 18 OF Da ly range M Re ative humidity 50 % Mo sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26881 Btuh Stricture 17526 Btuh Ducts 3712 Btuh D is 5537 Btuh Central vent (0 cfm) 0 Btuh Ce itral vent (0 cfm) 0 Btuh Humidification 0 Btuh Bic vver 0 Btuh Piping 0 Btuh Equipment load 30593 Btuh Use manufacturer's data y Ra /swing multiplier 1.00 Infiltration Eqt i Opment sensible load 23063 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Stn ture 3394 Btuh Ducts 993 Btuh Heating Cooling Ce tral vent (0 cfm) 0 Btuh Area(ft2} 2078 2078 EqL ipment latent load 4387 Btuh Volume(ft3) 20949 20949 Air changes/hour 0.35 0.18 EqL ipment total load 27450 Btuh Equiv. AVF (cfm) 123 63 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier M e Carrier Trade BASE 13 PURON HP Tra'e BASE 13 PURON HP Model 25HBC330A**50 Cor d 25HBC330A**50 AHRI ref no.3701055 Coi FB4CNF030 AH 11 ref no.3701055 Efficiency 7.7 HSPF Effi iency 11.0 EER, 13 SEER Heating input Ser sible cooling 22500 Btuh Heating output 30000 Btuh @ 470F Latent cooling 7500 Btuh Temperature rise 27 `F Tot LI cooling 30000 Btuh Actual air flow 1000 cfm Act jai air flow 1000 cfm Air flow factor 0.033 cfm/Btuh Air low factor 0.043 cfm/Btuh Static pressure 0.40 in H2O Stai is pressure 0.40 in H2O Space thermostat LoaJ sensible heat ratio 0.84 Calculations approved by ACCA to meet all r II uirements of Manual J 8th Ed. wri htsoft` 2012-Jul-0510:24:57 9 Right-Suite®Universal 2012 12.0.07 RSU08057 ACCK ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 Hc fuse faces: E Page 2 I Project Summar Job: Russell Res Lot 19 Ocea... wrightsoft- 1 Y Date: 6/13/2012 Zone 2 By: FJF DEL-AIR HEATING &AIR CONDI i,IONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WWI .DEL-AIR.COM ' o ` • f For: McCumber Homes Notes: 07.05.12 ER Design o • Weather: Jacksonville Intll',AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 cF Outside db 93 cF Inside db 70 °F Inside db 75 OF Design TD 38 °F De5ign TD 18 OF Da ly range M Re ative humidity 50 % M sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8517 Btuh Stricture 7750 Btuh Ducts 3013 Btuh Ducts 4192 Btuh Central vent (0 cfm) 0 Btuh Ce tral vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11530 Btuh Use manufacturer's data y Rae/swing multiplier 1.00 Infiltration Equipment sensible load 11942 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Str'icture 1036 Btuh Ducts 993 Btuh Heating Cooling Ce itral vent (0 cfm) 0 Btuh Area(112) 1208 1208 Eqijipment latent load 2029 Btuh Volume(ft3) 10535 10535 Air changes/hour 0.33 0.17 Eq ipment total load 13971 Btuh Equiv. AVF (cfm) 58 30 R&IT total capacity at 0.75 SHR 1.3 ton Heating Equipment Summary i Cooling Equipment Summary Make Carrier M e Carrier Trade BASE 13 PURON HP Tra Je BASE 13 PURON HP Model 25HBC318(A,W)**30 Co'd 25HBC318(A,W)**30 AHRI ref no.3699493 Co FB4CNF018 AH 31 ref no.3699493 Efficiency 8 HSPF Effi' iency 11.0 EER, 13 SEER Heating input Sei sible cooling 13050 Btuh Heating output 17400 Btuh @ 47-F Latent cooling 4350 Btuh Temperature rise 26 `F Toti Ll cooling 17400 Btuh Actual air flow 600 cfm Act jal air flow 600 cfm Air flow factor 0.052 cfm/Btuh Air low factor 0.050 cfm/Btuh Static pressure 0.30 in H2O St is pressure 0.30 in H2O Space thermostat Loa J sensible heat ratio 0.85 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. ;� F, 2012-Jul-05 10:24:57 -. Wrig •tsoft Right-SuiteO universal 2012 12.0.07 RSW8057 i...sellResLot19oceanwalk\016ce Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 H I use faces: E Page 3 Pro ect Summary Job: Russell Res Lot 19 Ocea - - ... wrightsoftc, 1 j Date: 6/13/2012 zone 3 By: FJF DEL-AIR HEATING &AIR CONDI iIONING 531 COD ISCO WAY,SAPFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM Project • For: McCumber Homes Notes: 07.05.12 ER Design s Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 33 `F Ou side db 93 `F Inside db 70 IF lns�de db 75 OF Design TD 38 `F D ign TD 18 OF Da ly range M Re ative humidity 50 Mo sture difference 51 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 4090 Btuh Stricture 3969 Btuh Ducts 1773 Btuh Du is 2477 Btuh Central vent (0 cfm) 0 Btuh Ce,tral vent(0 cfm) 0 Btuh Humidification 0 Btuh Blo iver 0 Btuh Piping 0 Btuh Equipment load 5863 Btuh Usq manufacturers data y Ra /swing multiplier 1.00 Infiltration Equipment sensible load 6446 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Stnicture 572 Btuh Ducts 574 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(112) 384 384 Equipment latent load 1146 Btuh Volume(ft3) 3072 3072 Air changes/hour 0.63 0.32 Eq 'ipment total load 7592 Btuh Equiv.AVF (cfm) 32 16 R . total capacity at 0.75 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier M e Carrier Trade BASE 13 PURON HP Tra Je BASE 13 PURON HP Model 25HBC318(A,W)"30 C01 KJ 25HBC318(A,W)"30 AH R I ref no.3699493 Coi FB4CN F018 AH I I ref no.3699493 Efficiency 8 HSPF Effi iency 11.0 EER, 13 SEER Heating input Se ible cooling 13050 Btuh Heating output 17400 Btuh @ 470F Lati nt cooling 4350 Btuh Temperature rise 26 IF Tot 0 cooling 17400 Btuh Actual air flow 600 cfm Act jal air flow 600 cfm Air flow factor 0.102 cfm/Btuh Air low factor 0.093 cfm/Btuh Static pressure 0.30 in H2O Stal is pressure 0.30 in H2O Space thermostat LoaJ sensible heat ratio 0.85 Calculations approved byACCA to meet all rEquirements of Manual J 8th Ed. Al I wri htsoft' 2012-Jul-0510:24:57 9 Right-Suites Universal 2012 12.0.07 RSU08057ACCK Page 4 .sellReslotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 R se faces: E + -wrightsoft Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk Entire House Date: 6/13/2012 By: FJF DEL-AIR QHEATII�NG &AIR 531 COD ISCO WAY,SAWORD,FL32779PhNeD407393N 6N Fax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name Entire House Zone 1 3 Eed wall 453.0 ft 243.5 ft Room height 9.4 it 10.1 ft 4 Room dmensions 5 Room area 3670.3 ftz 2078.3 ft2 Ty Construction Ll-value Or H Area (ft9 Load Area (tt2) Load number (BtuWftl-°F) (BtuWftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WFS Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 n 2.55 1.43 1088 995 2538 1428 696 603 1536 864 2A-2Dm 0.350 n 13.13 10.64 6 0 79 64 6 0 79 64 2A-2Dm 0.350 n 13.13 10.64 15 0 197 160 15 0 197 160 2A-2Dm 0.350 n 13.13 10.64 18 0 236 191 18 0 236 191 11 2A-2Dm 0.350 n 13.13 10.64 18 0 236 191 18 0 236 191 2A-2Dm 0.350 n 13.13 10.64 36 0 473 383 36 0 473 383 12E-Osw 0.068 a 2.55 1.43 1082 870 2219 1248 630 478 1219 686 10C-m 0.350 a 13.13 17.99 24 8 315 432 24 8 315 432 1OC-m 0.350 a 13.13 1265 24 17 315 304 24 17 315 304 2A-2Dm 0.350 a 13.13 18.07 16 11 210 289 16 11 210 289 2A-2Dm 0.350 a 13.13 24.74 30 5 394 742 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2Dm 0.350 a 13.13 23.99 16 3 210 384 16 3 210 384 2A 2Dm 0.350 a 13.13 11.56 72 66 945 832 72 66 945 832 12E-Osw 0.068 s 2.55 1.43 1001 969 2471 1390 499 482 1228 691 2A-2Dm 0.350 s 13.13 1220 9 0 113 105 9 0 113 105 2A-2Dm 0.350 s 13.13 1220 9 0 113 105 9 0 113 105 2A-2Dm 0.350 s 13.13 1220 15 0 197 183 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 1082 834 2127 1197 630 445 1135 638 10C-m 0.350 w 13.13 8.69 33 33 427 282 33 33 427 282 10C-m 0.350 w 13.13 8.69 24 24 315 209 24 24 315 209 2A-2Dm 0.350 w 13.13 28.24 36 11 473 1017 0 0 0 0 2A-2Dm 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2Drr1 0.350 w 13.13 27.83 72 7 945 2004 72 7 945 2004 2A-2Dm 0.350 w 13.13 10.64 33 33 427 346 33 33 427 346 11 DO 0.390 w 14.62 11.78 44 44 643 518 24 24 351 283 P 12B-Osw 0.097 - 3.64 1.69 306 1 288 1048 486 197 197 715 332 11DO 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 2493493 2992 4285 870 870 1044 1495 F 19C-11cscp 0.073 0.72 0.34 384 384 276 13D 0 0 0 0 F 22Acd 0.989 37.09 0.00 2078 244 9031 0 2078 244 9031 0 6 c)AED excursion 1 1542 1728 Envelope loss/gain 30708 21616 21814 12998 12 a) Infiltration 8780 2128 5066 1728 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 3720 1920 Sublotal(lines 6 to 13) 39487 28844 26881 17526 Less a#ernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39487 28844 26881 17526 151 Ductloads 22% 21/6 84981 12039 14% 321/6 3712 5537 Total room load 47965 40883 1 30593 23063 Air required(cfm) 2200 2200 1000 1000 Calculations approved by ACCA C to meet all r uiremerrts of Manual J 8th Ed. wrightscDfR Right-Suite®Universal 2012 12.0.07 RSU080572012-Jul-05 10:24:57 ` '- Page 1 ...sellResLot190ceanWalk\Office Optn\RussellResLott90ceanWalk.rup Calc=MJ8 use faces: E PF-wrigntsoft" Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk Entire House Date: 6/1312012 By: FJF DEL-AIR HEATING &AIR C� NDITI�NIN�a 531 CODISCO WAY,SAWORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM t Room name Zone 2 zone 3 2 Exposed wall 129.5 it 80.0 it 3 Room height 8.7 it i 8.0 it 4 Room dimensions 5 Room area 1208.0 ftz 384.0 fie Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (BtuWftz°F) (Btutdit2) or perimeter (ft) (6tuh) or perimeter (ft) (Btuh) Heat Gool Gross NP tS Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.066 n 2.55 1.43 201 1 201 512 288 192 192 490 275 2A-2Dm 0.350 n 13.13 10.64 0 1 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A72Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 324 279 711 400 128 113 288 162 10C-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 30 5 394 742 0 0 0 0 2A-20,m 0.350 a 13.13 27.42 0 0 0 0 15 0 197 411 2A-2Dm 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2Dm 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 11.% 0 0 0 0 0 0 0 0 VII 12E-Osw 0.068 s 2.55 1.43 310 295 753 423 192 192 490 275 SIL-BGG 2A-2DM0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2DM 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 1220 15 0 197 183 0 0 0 0 12E-0.,w 0.068 w 2.55 1.43 324 281 717 403 128 108 275 155 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 28.24 36 11 473 1017 0 0 0 0 2A-2Dm 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2om 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 20 20 292 236 P 12B Osw 0.097 - 3.64 1.69 109 91 333 154 0 0 0 0 D 11 DO 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 1613-30ad 0.632 1.20 1.72 1239 239 1487 2129 384 384 461 660 F 19C-11cscp 0.073 0.72 0.34 0 0 0 0 384 384 276 130 F 22Acci 0.989 37.09 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 71 144 Envelope loss/gain 6125 6571 2769 2449 12 a) Infiltration 2392 580 1321 320 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other 600 0 1200 Subtotal(lines 6 to 13) 8517 7750 4090 3969 Less eMernai load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 8517 7 14 Subtotal 750 4090 3969 15 Duct loads 35°/ % 3013 4192 43% 621/6 1773 2477 Total room load 11530 11942 5863 6446 Air required(ctm) 600 600 600 Calculations awroved by ACCA to meet all r uirements of Manual J 8th Ed. wrightSoTt 2012-Jul-05 10:24:57 Right-Suite®Universal 2012 12.0.07 RSU08057 "r'p -.sellResLot190ceanWalk\Office Optn\RussellResLot190ceanWalk.rup Calc=MJ8 Muse faces: E Page 2 wrightsoft° Right-J®Worksheet l Job: Russell Res Lot 19 Oceanwalk Zone 1 Date: 6!13!2012 By: FJF DEL-AIR HEATING &AIR C�RNDITI9NIN�a 531 COD ISCO WAY,SANFORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW i WDEL-AIR.COM 1 Room name Zone 1 gathering rm 2 Exposed wall 243.5 ft 31.5 ft 3 Room height 10.1 ftI10.1 ft heat/cod I 4 Room dimensions 1.0 x 371.3 ft 5 Room area 2078.3 ft2 '' 371.3 ft2 Ty Construction U-value Or HTM Area . Load Area (ft2) Load number (BtuWftz°F) (Btutdit� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/F i VS bleat Cool Gross WP/S Heat Cod 6 12E-Osw 0.068 n 2.55 1.43 696 1 603 1536 864 30 30 77 43 2A-2orn 0.350 n 13.13 10.64 6 0 79 64 0 0 0 0 2A-2xn 0.350 n 13.13 10.64 15 0 197 160 0 0 0 0 2A-2om 0.350 n 13.13 10.64 18 0 236 191 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 18 0 236 191 0 0 0 0 2J42Dm 0.350 n 13.13 3. 3 10.64 36 0 473 383 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 630 478 1219 686 0 0 0 0 10C-m 0.350 a 13.13 17.99 24 8 315 432 0 0 0 0 10C-m 0.350 a 13.13 12.65 24 I 17 315 304 0 0 0 0 2A-2Dm 0.350 a 13.13 18.07 16 11 210 289 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 16 3 210 384 0 0 0 0 2A-2Dm 0.350 a 13.13 11.56 72 66 945 832 0 0 0 0 yl 12E-Osw 0.068 s 2.55 1.43 499 482 1228 691 30 30 77 43 2A-2Dm 0.350 s 13.13 12.20 9 0 113 105 0 0 0 0 2A-2Dm 0.350 s 13.13 12.20 9 0 113 105 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 630 445 1135 638 257 168 429 241 10c-m 0.350 w 13.13 8.69 33 33 427 282 33 33 427 282 10C-fn 0.350 w 13.13 8.69 24 24 315 209 24 24 315 209 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 27.83 72 7 945 2004 0 0 0 0 2A-2om 0.350 w 13.13 10.64 33 33 427 346 33 33 427 346 11DO 0.390 w 14.62 11.78 24 24 351 283 0 0 0 0 P 128-0sw 0.097 - 3.64 1.69 197 197 715 332 0 0 0 0 " 11DO 0.390 n 0.00 0.00 0 O 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 870 870 1044 1495 17 17 20 28 F 19C-11cscp 0.073 0.00 OM 0 0 0 0 0 0 0 0 F 22A-cd 0.989 37.09 0.00 2078 244 9031 0 371 32 1168 0 6 c)AED excursion 1728 1359 Envelope loss/gain 21814 12998 2939 2552 12 a) Infiltration 5066 1228 655 159 b) Room ventilation 0 D 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances/other 1920 O Subtotal(lines 6 to 13) 26881 17526 3594 3631 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26881 17526 3594 3631 15 1 Duct loads 14% r2% 3712 5537 20% 43% 729 1557 Total room load 3059(3 23063 4323 5188 Air required(cfm) 1000 1000 141 225 Calculations approved by ACCA to meet all rEbuirements of Manual J 8th Ed. wrightSOft Right-Suite®Universal 2012 12.0.07 RSUD8057 2012-Jul-05 10:24:57 -fPage 3 ...sellResLotl9OceanWak\Office OptnlRusseilResLotl9OceanWalk.rup Calc=MJ8 Rjuse faces: E i +�-wrigntsott' Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk Zone 1 Date: 6/13/2012 DEL-AIR HEATING &AIR By: FJF C��NDITI9NIN�a 531 CODISCO WAY,SANFORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW i W.DEL-AIR.COM 1 Room dame laundry perry 3 Roomed wall 18.0 ft 0 ft 9ft 10.1 ft heat/cod 10.1 ft heal/cool 4 Room dimensions 8. x 9.5 ft 4.5 x 5.0 ft 5 Room area 80.8 ft2225 ft2 Ty Construction U-value Or HTM Area (fie) I Load Area (ftq Load number (BtuWft2-F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/F S Heat Gool Gross WP/S Heat Cool 612E-0sw 0.068 n 2.55 1 A3 96 81 206 116 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 15 0 197 160 0 0 0 0 2A-20m 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2/72om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 2.55 1.43 0 1 0 0 0 0 0 0 0 1OC-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-20m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2fa2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 11.56 0 I 0 0 O 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 1220 0 0 0 0 a 0 0 0 2A-2om 0.350 s 13.13 12 20 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 86 62 157 88 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-20m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72an 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2DM 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 24 24 351 283 0 0 0 0 P 12B-0sw 0.097 - 3.64 1.69 96 96 348 162 50 50 183 85 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 81 81 97 139 23 23 27 39 F 19C-110scp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-col 0.989 37.09 0.00 81 18 668 0 23 0 0 0 6 c)AED emursion -81 -6 Envelope loss/gain 2024 866 210 118 12 a) Infiltration 375 91 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants CCD 230 0 0 0 0 Appliances/other 600 0 Subtotal(lines 6 to 13) 2398 1557 210 118 Less eMernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sub(otai 2398 1557 210 118 15 Duct loads 20'/0 /0 4861 66B 201/6 43% 43 50 Total room load 2885 2225 253 168 Air required(cfm) 94 96 8 7 Calculations amoved by ACCA to meet all rE Wrements of Manual J 8th Ed. _ WPigfltSOft Right-Suite®Universal 2012 12.0.07 RSLI08057 2012-Jul-05 10:24:57 ry ...sellResLot19OceanWalk\OficePage 4 Op[n\RussellResLott90ceanWalk.r Calc=MJ8 use(aces: E wrightsoft' Right-J®Worksheet Job: Russell Res Lot 19 OceanWalk Zone 1 Date: 6/13/2012 DEL-AIR HEATING &AIR By: FJF Cg0NDITI,qNINga 531 CODISCO WAY,SAWORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name cafe kitchen 2 Exposed wall 37.5 ft 15.0 ft 3 Room height 10.1 ft heat/cod 10.1 ft heat/cod 4 Room dimensions 1. x 218.5 ft 13.0 x 15.0 ft 5 Room area 218.5 ft2 195.0 ft2 Ty Construction Ll-value Or HTM Area (ftq i Load Area (ft2) Load number (EkuWftz'F) (Rtuh/ftx) or perimeter '',(ft) (13tuh) or perimeter (ft) (Ell h) Heat Cod Gross W S Heat Cod Gross WKS Heat Cod 612E-Osw 0-068 n 2.55 1.43 131 95 242 136 D 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 13-13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13-13 10.64 36 0 473 383 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 86 62 157 88 0 0 0 0 10C-m 0.350 a 13.13 17.99 24 8 315 432 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 11.56 0 0 0 0 D 0 0 0 Vy 12E-Osw 0.066 s 2.55 1.43 30 30 77 43 151 134 342 192 2A-2om 0.350 s 13.13 12.20 0 0 0 0 9 0 113 105 2A-2Drn 0-350 s 13.13 12.20 0 0 0 0 9 0 113 105 2A-2om 0-350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 131 95 242 136 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 27.83 36 4 473 1002 0 0 0 0 2A-2Dm 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11 DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 129-0sw 0-097 - 3.64 1.69 50 50 183 85 0 0 0 0 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16f3-30ad 0.032 1.20 1.72 219 219 262 375 0 0 0 0 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22Acd 0.989 37.09 0.00 219 38 1391 0 195 15 556 0 6 c)AED excursion 213 -30 Envelope loss/gain 3815 2895 1124 372 12 a) Infiltration 78D 189 312 76 b) Room ventilation 0 0 0 0 13 I temal gains: Occupants CED 230 0 0 0 Appliances/other 0 0 1200 Subtotal pines 6 to 13) 4596 3084 1436 1618 Less external load 0 0 0 0 Less transfer D 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45% 3084 1436 1648 15 Duct loads 20% 932 1323 -01% 01% 0 0 Total room load 5527 4407 1436 1648 Air required(cfm) 181 191 47 71 Calculations awroved by ACCA to meet all r4cluirements of Manual J 8th Ed. r wrightsOft Right-Su Re®Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 k ...sellResLot190ceanWalk\Office OptnlRussellResLotl9OceanWalk.rup Calc=MJB use faces: E Page 5 wrightsoft Right-J®Worksheet Job: Russell Res Lot 19 OceanWalk Zone 1 Date: 6/13/2012 By: FJF DEL-AIR HEATING &AIR 531 COD ISCO WAY,SAWORD,FL3277i Phon'e::40 333NIN Fax:407-333-3853 Web:WW' .DEL-AIR.COM 1 Room name pwdr dining rm 2 Exposed wall 0 ft 27.5 ft 3 Room height 10.1 ft heat/cool 10.1 ft heat/cool 4 Room dimensions 6.0 x 7.0 It 13.0 x 14.5 ft 5 Room area 420 ftz 1 188.5 ftz Ty Construction U-value Or HTM Areaz � (ftp Load number (BtuWft2°F) (DU ft2) or perimeter I,(ft) (&uh) orperinleter (ft) (BtrA1) Heat Cool Gross W S Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.068 n 2-55 1.43 0 1 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 1 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 131 95 242 136 10C-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 1265 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Drn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 Lj 2A-2orn 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 11.56 0 0 0 0 36 33 473 416 vu12E-Osw 0.068 s 2.55 1.43 0 0 0 0 146 146 373 21 0 2A-2Dm 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 13.13 M2D 0 0 0 0 0 0 0 0 2A 2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 1 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.000 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 11 Da 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 0 0 0 0 0 0 0 0 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-cd 0.989 37.09 0.00 42 0 0 0 189 28 1020 0 6 c)AED excursion -6 -56 Envelopeloss/gain 0 6 2107 706 12 a) Infiltration 0 0 572 139 b) Room ventilation0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 12D o Subtotal(lines 6 to 13) 0 114 2680 1075 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redlstnibutlon 0 0 0 0 14 Subtotal 0 114 2680 1075 15 Duct loads 0'/0 0%1 0 0 -01/6 01% 0 0 Total room load 0 114 2680 1075 Air required(cfm) 0 5 88 47 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. _ry WnrightSoTt Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 ...sellResLotl9OceanWalklOfice Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 H use faces: E Page 6 wrightsoft' Right-J®Worksheet (, Job: Russell Res Lot 19 Ocean Walk Zone 1 Date: 6113=12 DEL-AIR HEATING &AIR By: FJF 9RM ITI�NINC�a 531 COD ISCO WAY,SAWORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name i study foyer 2 Exposed wall 1 16.5 ft 18.0 ft 3 Room height 10.1 ft I heat/cod 10.1 ft heat/cod 4 Room dimensions I# x 14.5 ft 14.0 x 16.5 ft 5 Room area 188.5 ft2 231.0 ft2 Ty Construction U-value Or HTM Area (ft2) 1 Load Area (ft2) Load number (BtutVft2-°F) (aUtYftz) or perimeter '(ft) (Btuh) or perimeter (ft) (BItAi) Heat Cool Gross W /S Heat Cod Gross WP/S Heat Cool 612E-Osw 0.068 n 2.55 1.43 35 35 90 51 20 20 51 29 2A72om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13-13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 131 95 242 136 141 101 258 145 1OC-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 12.65 0 0 0 0 24 17 315 304 2A-2om 0.350 a 13.13 18.07 0 0 0 0 16 11 210 289 2A-2Drn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2,42om 0.350 a 0.00 0.00 0 1 0 0 0 0 0 0 0 2A72Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 11.56 36 33 473 416 0 0 0 0 12E-0sw 0.068 s 2.55 1.43 0 0 0 0 20 20 51 29 2A72om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11 DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 128-0sw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 0 0 0 0 0 0 0 0 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-0 0.989 37.09 0.00 189 17 612 0 231 18 668 0 6 c)AED excursion -34 -44 Envelope loss/gain 1417 569 1553 752 12 a) Infiltration 343 83 375 91 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1760 652 1928 843 Less eAwnd load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1760 652 1928 843 151 Duct loads -01 10% 0 0 -M 0%1 0 0 Total room load 1760 652 1928 843 Air required(cfm) 58 28 63 37 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. -•P`- wrightsoft 24 Right-SuiteO Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:Paagege 7 7 ...sellResLot19OceanWalk\Office Optn\RussellResLotl9OceanWatk.rup Calc=MJ8 use faces: E wrightsaft" Right-J®Worksheet Job: Russell Res Lot 19 OceanWalk Zone 1 Date: 6/13/2012 DEL-AIR HEATING &AIR By: FJF C��NDITI(�NIN�a 531 COD ISCO WAY,SANFORD, FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name mstr bth mstr we 2 Exposed wall ' 22.5 ft 4.0 ft 3 Room height 10.1 ft heat/cod 10.1 ft heat/cod 4 Room dimensions 1.11 x 183.0 ft 5.0 x 4.0 ft 5 Room area 183.0 ftz 20.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (w) Load number (BtuWftz°F) (BlutYft2) or perimeter {ft) (Blah} or perimeter (ft) (� ) Heat Cod Gross W F S Heat Cod Gross N/P/S Heat C001 6 12E-Osw 0.066 n 2.55 1.43 86 86 218 123 40 34 88 49 2A720m 0.350 n 13.13 10.64 0 0 0 0 6 0 79 64 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A720m 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A720m 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.063 a 2.55 1.43 141 125 319 180 0 0 0 0 10C-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 1265 0 0 0 0 0 0 0 0 2lk20m 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-20m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 7A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2FF2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 16 3 210 384 0 0 0 0 2A72om 0.350 a 13.13 11.56 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 0 0 0 0 0 0 0 0 2A-20m 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 2A-2am 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2DM 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 OM 0 0 0 0 0 0 0 0 21k2om 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L -D 11D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 183 183 220 314 20 20 24 34 F 19C-11cscP 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-0 0.989 37.09 0.00 183 23 834 0 20 4 148 0 I' it 6 c)AED excursion 29 -8 Envelope loss/gain 1802 1030 339 139 12 a) Infiltration 468 113 83 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 00 0 0 Appliances/other 0 0 Subtotal(lines 6 t 13) 2270 1144 422 159 Less eMernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal2270 1144 422 159 15 Duct loads 20'h i /, 460 491 201% 431% 86 68 Total room load 2730 1634 507 228 Air mquired(cfm) 89 71 17 10 Calculations approved by ACCA to meet all rE I' uirements of Manual J 8th Ed. Wf ightSOft Right-SuiteO Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:age 8 A---Ck ...sellResLotl9OceanWalklOffice Page 8 OptnlRussellResLot190ceanWalk.r Calc=MJS se faces: E wrightsoft, Right-JO Worksheet [' Job: Russell Res Lot 19 OceanWalk Zone 1 Date: 6/13/2012 � cD(oEL-AIR HEATING &AIR By: FJF 531 GOD ISCO WAY,SAWORD,FL 32771 R!tR107 333�IN Fax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name mstr wic mstr wic int 3 Exposed wall 8.0 It 0 ft Room height 10.1 ft heat/cod 10.1 It heat/cod 4 Room dimensions 6.1 x 8.0 ft 4.5 x 8.0 ft 5 Room area 48.0 ft2 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (BtuWft2-°F) (BIL"ft2) or perimeter i(ft) (Btuh) or perimeter (ft) (Rtuh) Heat Cod Gross W S Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.068 n 2.55 1.43 81 81 206 116 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 O 0 0 0 0 1OC-m 0.350 a 13.13 17.99 0 0 0 0 0 0 0 0 10C-m 0.350 a 13.13 1265 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 18.07 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 �� 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 23.99 0 0 0 0 0 0 0 0 2A-20m 0.350 a 13.13 11.56 0 0 0 0 0 0 0 0 0.068 s 2.55 1.43 0 0 0 0 0 0 0 0 2A-2DM 2A-2om 0.350 s 13.13 122D 0 ', 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 2A-2►+ 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1 A3 0 0 0 0 0 0 0 0 1OC-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 10C-m 0.350 w 13.13 8.69 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 27.83 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 10.64 0 0 0 0 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 12B-0sw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 48 48 58 82 36 36 43 62 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22Acd 0.989 37.09 0.00 48 8 297 0 36 0 0 0 6 c)AED excursion -12 -3 Envelope loss/gain 560 185 43 59 12 a) Infiltration 166 40 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Ccb 230 0 p p Appliances/other p 0 0 Subtotal(lines 6 to 13) 726 227 43 59 Less external load 0 0 O 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 726 227 43 59 15 Duct loads -01% ow 0 0 01/6 0% 0 0 Total room load 726 227 Air required(cfm) 24 10 43 59 1 3 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. wrigF>ttsOft Right-Suite®Universal 2012 12.0.07 RSLI08057 i 2012-Jul-05 10:24:57 y- Page 9 ...sellResLot190ceanWatk\Office OptnlRussellResLot190ceanWalk.rup Calc=MJ8 Riuse faces: E i -wrightsoft Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk Zone 1 Date: 6/13/2012 By: FJF DEL-AIR HEATING &AIR C��NDITI�NIN�a 531 COD ISCO WAY,SANFORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name mstr rm 2 Exposed wall 45.0 ft 3 Room height 10.1 ft heat/cod 4 Room dimensions 1. x 253.3 1t 5 Room area 253.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (BtuWft2-F) (RtUWft2) or perimeter (ft) (Ekuh) or perimeter Heat Cool Gross IWP S Heat Cool Gross N/P/S Heat C00I 6 12E-Osw 0.068 n 2.55 1.43 176 140 358 201 2A-2om 0.350 n 13.13 10.64 0 0 0 0 2A-2om 0.350 n 13.13 10.64 0 0 0 0 2A-2om 0.350 n 13.13 10.64 18 0 236 191 11 2A-2om 0.350 n 13.13 10.64 18 0 236 191 2A-2om 0.350 n 13.13 10.64 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 10C-m 0.350 a 13.13 17.99 0 0 0 0 i0C-m 0.350 a 13.13 1265 0 0 0 0 2A-2bm 0.350 a 13.13 18.07 0 0 0 0 2Ar2om 0.350 a 0.00 0.00 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 2A-2om 0.350 a 0.00 OM 0 0 0 0 2A-2om 0.350 a 13.13 23.99 0 0 0 0 GG 2A-2om 0.350 a 13.13 11.56 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 121 121 308 174 2A-2om 0.350 s 13.13 1220 0 0 0 0 2A-2om 0.350 s 13.13 1220 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 156 M 307 173 10C-m 0.350 w 13.13 8.69 0 0 0 0 10G-m 0.350 w 13.13 8.69 0 0 0 0 2A-20m 0.350 w 0.00 0.00 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 2A-2om 0.350 w 13.13 27.83 36 4 473 1002 2A-2om 0.350 w 13.13 10.64 0 0 0 0 11D0 0.390 w 14.62 11.78 0 0 0 0 P 128-Osw 0.097 - 3.64 1.69 0 0 0 0 11D0 0.390 n 0.00 0.00 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 245 245 294 421 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 F 22A-col 0.989 37.09 0.00 253 45 1669 0 6 c)AED excursion 405 Envelope loss/gain 3881 2758 12 a) Infiltration 936 227 b) Room ventilation 0 0 13 Internal gains: Oocupants CED 230 1 230 Appliances/other 0 Subtotal(lines 6 to 13) 1 4817 3215 Less external load 0 0 Less transfer 0 0 Redistribuion 0 0 14 Subtotal 4817 3215 15 Duct loads 201/6 / 977 1379 Total room load 5794rg584 Air required(cfm) 189 199 Calculations approved by ACCA to meet all r uirements of Manual J 81h Ed. _ wrigt>ttSOTt 2012-Jul-05 10:24:57 htiti Rig -Sue®Universal 2012 12.0.07 RSU08057 tK;£ P ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJB use faces: E Page 10 - +wrightsot Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk Zone 2 Date: 6/13/2012 By: FJF DEL-AIR oHEATING &AIR 531 COD ISCO WAY,SAWORD,FL 327 N�a0733 N6N Fax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name Zone 2 rm 2 2 Exposed wall 129.5 it 24.5 ft 3 Room heght 8.7 it 9.1 ft heat/cool 4 Room dimensions 13.0 x 11.5 ft 5 Room area 1208.0 ft2 149.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (BtuiVft2) or perimeter II(ft) (Blah) or perimeter (ft) (Blah) Haat Cool Gross N/Pis Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 n 2.55 1 A3 201 201 512 288 12 12 29 17 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-20m 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 O 0 0 0 0 0 0 0 11 2A-29m 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-9nDm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 324 279 711 400 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 24.74 30 5 394 742 0 0 0 0 2A72Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 15 0 197 411 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2Ar2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 310 295 753 423 105 90 229 129 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 15 0 197 183 15 0 197 183 12E-Osw 0.068 w 2.55 1.43 324 281 717 403 105 105 265 151 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-29m 0.350 w 13.13 28.24 36 11 473 1017 0 0 0 0 2A-2om 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 1100 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 109 91 333 154 0 0 0 0 11D0 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 168-30ad 0.032 1.20 1.72 1239 1239 1487 2129 158 158 190 272 F 19C-llcscp 0.073 0.00 0.00 0 0 0 a a 0 0 0 F 22A-cd 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED evursion 71 -72 Envelope loss/gain 6125 6571 913 679 12 a) Infiltration 2392 580 457 111 b) Room ventilation 0 0 0 0 13 Inlemal gains: Occupants @ 730 0 00 Appliances/other Epp 0 0 Subtotal(lines 6 to 13) 8517 7750 1370 790 Less external load Less transfer 0 0 0 0 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8517 7750 1370 790 15 Duct loads --T 35% 5/61 30131 4192 35% 540% 485 427 Total room load 11530 ri942 1855 1217 Air required(cfm) 600 600 97 61 Calculations approved by ACCA to meet all luirements of Manual J 8th Ed. wrighttsOft Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 ~`" ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJS K use faces: E Page 11 I wrightsoft" Right-JO Worksheet Job: Russell Res Lot 19 Ocean Walk Zone 2 Date: 6113/2012 � DEL-AIR HEATING &AIR By: FJF C�,fNDi�I(3NIN�a 531 COD ISCO WAY,SANFORD,FL 3277 ne:40 -3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name rm 2 bth rm 2 bth lav 2 Exposed wall 6.0 ft 0 ft 3 Room height 8.1 ft i heat/cool 8.1 ft heat/cool 4 Room dimensions 6. x 6.5 ft 6.0 x 5.0 ft 5 Room area 39.0 t12 30.0 ft2 Ty Construction Ll-value Or HTM Area (ft2) 1: Load Area (ft2) Load number (BtutVft2-°F) (BtutVit2) or perimeter I!(ft) (Btuh) or perimeter (ft) (Btuh) Heat cool Gross N! S Heat Cool Gross WP/S Heat Cool 612E-0sw 0.068 n 2.55 1.43 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 0 0 0 0 i OC-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 1013-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A72Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12E-0sw 0.068 s 2.55 1.43 0 0 0 0 0 0 0 0 FLS-�-fiG 2A72om 0.350 s 0.00 0.00 0 0 0 0 O 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 49 42 106 60 0 0 0 0 IOC-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 1013-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 21+2Dm 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 19.84 7 4 91 137 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 3.64 1.69 0 0 0 0 0 0 0 0 L--D 11D0 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 39 39 47 67 30 3D 36 52 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-col 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 103 -7 Envelope loss/gain 244 366 36 45 12 a) Infiltration 100 24 0 0 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 344 391 36 45 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 344 391 36 45 15 Duct loads 35YY. % 122 211 35Y/ 54%j 131 24 Total room load 466602 Air required(cfm) 24 30 49 69 3 3 Calculations approved by ACCA to meet all r I uirements of Manual J 8th Ed. t -'-rte- Wrightsc ftt" Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 �` ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJS use faces: E Page 12 - -wrightsoft, Right-J®Worksheet Job: Russell Res Lot 19 OceanWalk Zone 2 Date: 6113=12 P DEL-AIR HEATING &AIR By: FJF C9 0NDITIf9NINC�a 531 COD ISCO WAY,SAWORD,FL 3277 one:407-3 32665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name rm 2 wic rm 3 2 Exposed wall4.0 ft 27.0 ft 3 Room height 8.1 ft heat1cool 9.1 ft heat/cool 4 Room dimensions 7.9 x 4.0 ft 13.0 x 14.0 ft 5 Room area 28.0 ft2 1 182.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (13tutdft2-"F) (BtuWft2) or perimeter I(tt) (Ekuh) or perimeter (ft) (8tuh) Heat I Cool Gross W S Heat Cool Gross WP/S Heat Cool 6 12E-Osw 0.066 n 2.55 1.43 0 0 0 0 14 14 36 20 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2o n 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2r42DM 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2Ar2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 105 90 230 130 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 0 0 0 0 15 2 197 371 2A-2an 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 V� 12E-Osw 0.068 s 2.55 1.43 32 32 83 46 127 127 325 183 4L�--BGG 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-n 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-20m 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2an 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A72om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w OM 0.00 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 28 28 34 48 189 189 227 325 F 19C-110scp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-col 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -15 -70 Envelope loss/gain 116 80 1015 959 12 a) Infiltration 67 16 509 123 b) Roan ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 Appliances/other O 0 O 0 0 Subtotal(lines 6 to 13) 183 96 1524 1082 Less erdernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 183 96 1524 1082 15 Duct loads 351/. % 65 52 35% 545/61 539 585 Total roan load248 148 Air required(cfm) 13 7 2063 1668 107 84 Calculations awroved by ACCA to meet all r uirements of Manual J 8th Ed. _ wrightsoTt- Right-Suites Universal 2012 12.0.07 RSUG8057 2012-Jut-05 10:24:57 ` ... Page 13 sellResLotl9OceanWalk\Office Optn\RusseliResLot190ceanWalk.rup Calc=MJB7se faces: E i; wrightsoft" Right-J®Worksheet ! Job: Russell Res Lot 19 OceanWalk Zone 2 Date: 6/13/2012 r DEL-AIR HEATING &AIR By: FJF 7�Pn0Q 531 CODISCO WAY,SAWORD,FL 327oe::432-659a : 407-333-3853 Web:WW .DEL-AIR.COM 1 Room name rm 3lav bth 2fl 3 wed wall 6.0 ft 5.5 ft M 8.1 ftheat/cool 8.1 ft teat/cool 4 Room dimensions 4., x 6.0 ft 5.5 x 120 ft 5 Room area 24.0 ft2 66.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (BtuWft2-°F) (BtuWft2) or perimeter (ft) (Rtuh) or perimeter (ft) (Btuh) Heat Cool Grass W S heat Cool Gross WP/S Heat Cool 612E-Osw 0.068 n 2.55 1.43 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 112E-0sw 0.068 a 2.55 1.43 32 32 83 46 45 30 75 42 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 t OC-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 0 0 0 0 15 0 197 411 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 112E-0sw 0.066 s 2.55 1.43 16 16 41 23 0 0 0 0 2A72om 0.350 s o.00oo 0.00 o 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 0 0 0 Q 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w OM 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 w 0.00 0.00 Q 0 0 0 0 0 0 0 P! - 12BOsw 0.097 - 3.64 1.69 0 0 0 0 Q 0 0 0 �---[) 11 DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 168-30ad 0.032 1.20 1.72 24 24 29 41 66 66 79 113 F 19C-11cscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-cd 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 18 47 Envelope loss/gain 153 93 351 614 12 a) Infiltration 100 24 92 22 b) Room ventilation i0 0 0 0 13 tMemal gains: Occupants @ 230 0 p p 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 253 117 443 636 Less a dernai load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 253 117 443 636 15 Duct loads 35/ % 90 64 35% 54`/.j 157 344 Total room load 343 181 Air required(cfm) 18 9 631 31 49 Calculations approved b ACCA to meet all rEquirementS of Manual J 8th Ed. _ wrightsoTt 2072-Jul-0510:24:57 Right-Suite®Universal 2012 72.0.07 RSU08057 L ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E Page 14 - wrightsoft Right-J®Worksheet Job: Russell Res Lot 19 OceanWalk Zone 2 Date: 6/13/2012 DEL-AIR HEATING &AIR By: FJF C�RNDITI941p�a 531 CODISCO WAY,SAf�ORD,FL 3277 one:407-3 32665 ax:407-333-3853 Web:WW .DEL-AlR.COM 1 Room name rm 4 lav rm 3 wic 2 Exposed wall 6.5 ft 0 ft 3 Room height 8.1 ft heat/ 8.1 ft heat/cool 4 Room dimensions 4. x 6.0 ft Cool 4.0 x 6.0 ft 5 Room area 27.0 it2 24.0 ft' TY Construction U-value Or HTM Area (W) Load Area (ft2) Load number (13tut1/ftz°F) (13tuh/ft2) or perimeter I(ft) (Ruh) or perimeter (ft) (Buh) Heat Cool Gross N/PS Heat Cool Gross WP/S Heat Cool 6 12E-0sw 0.068 n 2.55 1.43 16 16 41 23 0 0 0 0 2A-2an 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 2.55 1.43 36 36 93 52 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 1 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2an 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A72om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 I 0 0 0 0 0 0 0 2lk2om 0.350 a 0.00 0.00 0 ' 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 1 0 0 0 0 0 0 0 yyll 12E-0sw 0.068 s 2.55 1.43 0 0 0 0 0 0 0 0 2A-2an 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 100111 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 w 13.13 28.24 0 i 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-20m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 - 3.64 1.69 0 0 0 0 0 0 0 0 11130 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 27 27 32 46 24 24 29 41 F 19C-11cscP 0.073 0-00 0.00 0 0 0 0 0 0 0 0 F 22A-col 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -ay -5 Envelope loss/gain 167 102 29 36 12 a) Infiltration 109 26 0 0 b) Roan*ntilation 0 0 0 0 13 t temal gads: Occupants CCb 230 0 i 0 0 0 Appliances/other 0 0 Subtota(lines 6 to 13) 275 129 29 36 Less externa load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 275 129 29 36 15 Duct loads 351/6 % 97 70 35% 54%1 10 19 Tota roan load 373 198i 39 55 Air required(cfm) 19 10 2 3 Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. -- Wri91lt50ft Right-Suite®Universal 2012 12.0.07 RSU08057 I2012-Jul-05 10:24:57 4�FC1� sellResLotl9oceanWalk\Ofice Optn\RussellResLotl9OceanWalk.rup Calc=MJB use faces: E Page 15 Job: Russell Res Lot 19 OceanWalk WYightsoft' Right-JO Worksheet Zone 2 Date: 6/13/2012 By: FJF DEL-AIR HEATING &AIR C�RNDITIONINC� 531 CODISCO WAY,SAW RD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room nam rm 4 rm 4 wic 2 Exposed wall 27.5 ft 1.5 ft 3 Room freight 9.1 ft heaticool 8.1 ft heat/cool 4 Room dmnsiorls 13 x 14.5 ft 5.5 x 5.5 ft 5 Room area 188.5 ft2 i 30.3 ft2 TY Construction U-value Or HTM Area (W) I Load Area (ftz) Load number (BtuWftz°F) (BtuWft2) or perimeter (ft) (Btuh) or perimeter (ft) (Eak Heat Cool Gross N/P S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 n 2.55 1.43 132 132 336 189 12 12 31 17 2A-2Dm 0-350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 105 90 230 130 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 24.74 15 2 197 371 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A72om 0-1,% a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 2.55 1.43 15 15 37 21 0 0 0 0 2A 2DM 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.351) s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 13.13 12.20 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 0 0 0 0 0 0 0 0 1OC-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 13.13 28.24 0 0 0 0 0 0 0 0 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0M 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 - 3.64 1.69 0 0 0 0 32 32 118 55 11 DO 0.390 n 14.62 11.78 0 0 0 0 0 0 0 0 C 166-30ad 0.032 1.20 1.72 196 196 235 336 30 30 36 52 F 19C-llcscp 0.073 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-cd 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED elcursion -72 -17 Envelope loss/gain 1035 9741 185 107 12 a) Infiltration 520 126 25 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C& 290 0 0 0 0 Appliances/other p 0 Subtotal(lines 6 to 13) 1555 1100 210 113 Less eMemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1555 1100 210 113 15 Duct loads 351/6 I 550 595 35% 541/6 74 61 Total room load 2105 1695 285 174 Air required(cfm) 111) 85 151 9 Calculations approved by ACCA to meet all r uirements of Manual J 81h Ed. 414- wrightsOft Right-Suites Universal 2012 12.0.07 RSLI08057 2012-Jut-05 10:24:57 `� ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJB K fuse faces: E Page 16 - Job: Russell Res Lot 19 OceanWalk wrightsoft Right-J®Worksheet Zone 2 Date: 6/13/2012 � DEL-AIR HEATING &AIR By: FJF C�RNDI�I9NIN�a 531 COD ISCO WAY,SAhFORD,FL 3277 one:40 -3 3-2665 ax:407-333-3653 Web:WW .DEL-AIR.COM 1 Room name hall recreation rm 2 Exposed wall 5.5 ft 15.5 ft 3 Room height 8.1 ft heat/cool 8.7 ft heat/cool 4 Room dimensions 5. x 9.5 11 1.0 x 367.5 ft 5 Room area 523 ft2 367.5 ft2 Ty Construction Lf-value Or HTM Area (ft9 Load Area (ft2) Load number (Btuh/ftz'F) (BtuWft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross W S Heat Cool Gross WP/S Heat Cool 612E-Osw 0.068 n 2.55 1.43 0 0 0 0 15 15 38 22 2A72Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-20m 0-350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 0 0 0 0 0 0 0 10c-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 1OC-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2wn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 a 13.13 24.74 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A 20m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 y/ 2A-2DM 0.068 s 2.55 1.43 0 0 0 0 15 15 38 22 2/M2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 13.13 1220 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 45 45 114 64 126 90 228 128 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 w 13.13 28.24 0 0 0 0 36 11 473 1017 2A-2om 0.350 w 13.13 19.84 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 P 1213-0sw OM7 - 3.64 1.69 77 59 215 100 0 0 0 0 " 11 DO 0.390 n 14.62 11.78 18 18 261 210 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 52 52 63 90 376 376 451 645 F 19C-11cscp 0.073 Q00 0.00 0 0 0 0 0 0 0 0 F 22A-cd 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED emursion -64 282 Envelope loss/gain 653 400 1228 2116 12 a) Infiltration 92 22 321 78 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants CCb 230 13 0 0 0 Appliances/other 0 600 Subtotal(lines 6 to 13) 744 422 1549 2793 Less Menial load 4 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 744 471 1,549 2793 15 Duct loads 35/ % 263 228 351. "4,/.l 548 1511 Total room load 1008660 2097 4304 Air required(cfm) rat 33 109 216 Calculations aporoved by ACCA to meet all r uirements of Manual J 8th Ed. wrightsOft Right-Suite®Universal 2012 12.0.07 RSU08057 2012-Jul-05 10:24:57 ...sellResLotl9Oceanwalk\Office Optn\RusseUResLotl9OceanWalk.rup Calc=MJS use faces: E Page 17 wrightsof% Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk zone 3 Date: 6/13/2012 DEL-AIR(H�EATIING &AIR By: FJF 531 CODISCO WAY,SANF RD,FL 32779Phon'eDa0733 N66N9ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room name zone 3 office 2 Exposed wall80.0 ft 52.5 ft 3 Room height 8.0 ft i 8.0 ft heat/cool 4 Room dimensions 1.0 x 291.0 ft 5 Room area 384.0 ft' 291.0 ft2 Ty Construction Ll-value Or HTM Area (ft2) Load Area (W) Load number (B1uhYft2-°F) (Btuhdit2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P S Heat Cool Gross Nip/S Heat Cool 6 12E-Osw 0.068 n 2.55 1.43 192 192 490 275 116 116 296 166 2A-2Dm 0.350 n 0.00 OM 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2Dm 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 n 0.00 0.00 a 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 128 113 288 162 128 113 288 162 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 15 0 197 411 15 0 197 411 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A 2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 s 2.55 1.43 192 192 490 275 144 144 367 207 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A72Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 128 108 275 155 32 12 31 17 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11D0 0.390 w 14.62 11.78 20 20 292 236 20 20 292 236 126-Osw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 P--D0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.20 1.72 384 384 461 660 291 291 349 500 F 19C-11cscp 0.073 0.72 0.34 384 384 276 130 291 291 209 99 F 22A-cd 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 144 144 Envelope loss/gain 2769 2449 2030 1942 12 a) Intiftration 1321 320 867 210 b) Room ventilation 0 0 0 0 13 Irrtemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 1200 Subtotal(lines 6 to 13) 4090 3969 2896 3352 Less eternal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution0 0 0 0 14 Subtotal 4090 3969 2896 3352 15 Duct l0 43% 2% 1773 2477 43% 62% 1255 2092 Taal room load 5863 6446 4152 5444 Air required(cfm) 600 600 425 507 Calculations approved by ACCA to meet all reauirernerds of Manual J 8th Ed. wright30ft' 2012-Jul-0510:24:57 Right-Suite®Universal 2012 12.0.07 RSU08057 Pae 18 ...sellResLot19OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E 9 wrightsoft' Right-J®Worksheet Job: Russell Res Lot 19 Ocean Walk zone 3 Date: 6!13/2012 DEL-AIR HEATING &AIR By: FJF C�RNDITI9NIN�a 531 COD ISCO WAY,SAt�ORD,FL 3277 one:407-3 3-2665 ax:407-333-3853 Web:WW .DEL-AIR.COM 1 Room nameoffice bth office wic 3 wed wall 15.5 ft 12.0 it �9M 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 6A x 9.5 it 6.0 x 6.0 it 5 Room area 57.0 ftz 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (&uh/ftz°F) (13tufYflz) or perimeter (it) (f3tuh) or perimeter (it) (8tuh) Heat Cool Gross NIPS Heat Cool Gross WP/SHeat Cool 6 12E-Osw 0.068 n 2.55 1.43 76 76 194 109 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2l>-2brn 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A72om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 2.55 1.43 0 1 0 0 0 0 0 0 0 10C-m 0.350 a OM 0.00 0 0 0 0 0 0 0 0 1Oc-m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A720m 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 13.13 27.42 0 0 0 0 0 0 0 0 2A-2orn 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 V}! 12E-Osw 0.068 s 2.55 1.43 0 0 0 0 48 48 122 69 2A-2DM 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dm 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 2.55 1.43 48 48 122 69 48 48 122 69 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 2A72om 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 w 14.62 11.78 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 - 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.20 1.72 57 57 68 98 36 36 43 62 F 19c-llcscp 0.073 0.72 0.34 57 57 41 19 36 36 26 12 F 22A-0 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 0 Envelope loss/gain 426 295 314 212 12 a) Infiltration 256 62 198 48 b) Room ventilation 0 0 0 0 13 internal gains: Occupants @ 230 0 1 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 682 357 512 260 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistdbution 0 0 0 0 14 Subtotal 682 357 512 260 15 Duct loads 431/6 2% 295 223 431% 62'/0 222 162 Total room load 977r Air required(cfm) 100 54 734 422 751 39 Calculations awroved by ACCA to meet all r uirements of Manual J 8th Ed. wriight50ft Ri ht-Sui eO Universal 2012 12.0.07 RSU08057 i 2012-Jul-05 10:24:57 ° "r ...sellResLotl9OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E Page 19 Duct System Summary �; Job: Russell Res Lot 19 Ocea... WI'19�1tSOft'' I Date: 6/13/2012 Zone 1 By: FBF DEL-AIR HEATING&AIR CONDITIONING 531 COD ISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WWI I.DEL-AIR.COM Project • • • For: McC umber Homes Heatin I Cooling External static pressure 0.40 in F 20 0.40 in H2O Pressure losses 0.06 in 20 0.06 in H2O Available static pressure 0.34 in F 20 0.34 in H2O Supply/ return available pressure 0.17/0.17 in 1,20 0.17/0.17 in H2O Lowest friction rate 0.190 iN1 Oft 0.190 irl/100ft Actual air flow 1000 CffT 1000 cfm Total effective length(TEL) 179 ft • • BranCh Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in (in) Matl Ln (ft) Ln(ft) Trunk cafe c 4407 181 191 0 Ox 0 ViFx 0 0 dining rm h 2680 88 47 0.212 6.,D Ox 0 VIFx 50.7 110.0 st4 foyer h 1928 63 37 0.219 6. Ox 0 ViFx 45.3 110.0 st4 gathering rm c 2594 71 112 0.226 6., Ox 0 VIFx 40.1 110.0 st4 gathering rm-A c 2594 71 112 0.225 6. Ox 0 VIFx 41.1 110.0 s14 kitchen c 1648 47 71 0.207 6. Ox 0 VIFx 54.3 110.0 s13 laundry C 2225 94 96 0.190 6. Ox 0 VIFx 68.7 110.0 st3 rnstr bth h 2730 89 71 0.280 6.D Ox 0 VIFx 26.4 95.0 SO mstr rm c 2297 95 100 0.309 6. Ox 0 VIFx 15.1 95.0 sti mstr rm-A c 2297 95 100 0.309 6. Ox 0 VIFx 15.0 95.0 SO mstr we h 507 17 10 0.279 4. Ox 0 VIFx 26.9 95.0 st1 mstr wic h 726 24 10 0.289 4. Ox 0 V I Fx 22.5 95.0 st 1 mstr wic int c 59 1 3 0.295 4. Ox 0 VIFx 20.4 95.0 sti pantry h 253 8 7 0.194 4. Ox 0 VIFx 65.5 110.0 st3 pwdr c 114 0 5 0.216 4.D Ox 0 VIFx 47.4 110.0 st4 study h 1760 58 28 0.215 6. Ox 0 VIFx 48.3 110.0 st4 SUPPly Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 149 175 0.190 502 8.0 0 x 0 VinlAx st1 SO Peak AVF 349 341 0.212 641 10.0 0 x 0 VinlFlx SO sti Peak AVF 819 809 0.190 587 16.0 0 x 0 VinlFlx �- WI'1glltt`.50ft Right-Suite®Universal 2012 12.0.07 RSU2012-Jul-05 10:25:02 08057 Page 1 ,C ...sellResLot190ceanwalk\Ofice Optn\RusseltResLotl9OceanWalk.rup Calc=MJ8 H use faces: E Return Branch o Table Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1000 1000 0 0 01 0 Ox 0 VIFx W rI PubSOft Right-Suite®Universal 2012 12.0.07 RSU2012-Jul-05 10:25:0208057 , Page 2 XCA ...sellResLot190ceanWalk\Office Optn\RussellResLot19OceanWalk.rup Calc=MJ8 use faces: E Duct System Summar Job: Russell Res Lot 19 Ocea ft ... - - wrightso , y Date: 611=012 Zone 2 By: FJF DEL-AIR HEATING&AIR CONDIT ONING 531 CODISCO WAY,SANFORD,FL 32771 Phone:407-333-2665 Fax:407-333-3853 Web:WW .DEL-AIR.COM Project • For: McC umber Homes Heatin g Cooling External static pressure 0.30 in 120 0.30 in H2O Pressure losses 0.06 in 120 0.06 in H2O Available static pressure 0.24 in 1120 0.24 in H2O Supply/ return available pressure 0.12/0.12 in20 0.12/0.12 in H2O Lowest friction rate 0.172 in/ OOft 0.172 in/100ft Actual air flow 600 cf 4 600 cfm Total effective length (TEL) 140 ft Supply Detail Table Design Htg Clg Design Diar H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in (in) Mat[ Ln (ft) Ln(ft) Trunk bth 211 c 980 31 49 0.223 4.r0 Ox 0 VIFx 22.8 85.0 St2 hall h 1008 52 33 0.257 40 Ox 0 VIFx 8.5 85.0 st2 recreation rm c 4304 109 216 0.241 8.10 Ox 0 VIFx 14.8 85.0 st2 rm 2 h 1855 97 61 0.177 6.10 Ox 0 VIFx 35.9 100.0 st5 rm 2 bth C 602 24 30 0.182 4.10 Ox 0 V[Fx 32.1 100.0 st5 rm 2 bth lav C 69 3 3 0.190 4.10 Ox 0 VIFx 26.6 100.0 s15 rm 2 wic In 248 13 7 0.174 4.10 Ox 0 VIFx 37.6 100.0 Sts rm 3 h 2063 107 84 0.174 710 Ox 0 VIFx 38.1 100.0 Sts rm 3 lav h 343 18 9 0.172 4.0 Ox 0 VIFx 39.6 100.0 st5 rm 3 wic c 55 2 3 0.179 4,'16 Ox 0 VIFx 33.9 100.0 st5 rm 4 h 2105 110 85 0.239 6.10 Ox 0 VIFx 15.5 85.0 s12 rm 4 lav h 373 19 10 0.217 4.10 Ox 0 VIFx 25.7 85.0 st2 rm 4 wic h 285 15 9 0.264 4.10 Ox 0 VIFx 5.8 85.0 st2 Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 263 198 0.172 596, 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 600 600 0.172 561 14.0 0 x 0 VinlFlx 2012-Jul-05 10:25:02 wrightsoft' Right-Suite®universal 2012 12.0.07 RSLI08057 Page 3 ACCK ...sellResLot19OceanWalk\Office Optn\RussellResLotl9OceanWalk.rup Calc=MJ8 use faces: E Return Branch Detail • Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx 2012-Jul- 05 10:25:02 ..,' WI'19�'1tSOft Right-Suite®Universal 2012 12.0.07 RSU08057 Page 4 . ...seIIResLotlgoceanWa&\Ofice Optn\RussellResLotlgOceanWalk.rup Calc=MA use faces: E Duct System Summar Job: Russell Res Lot 19 Ocea... - - wrightsoit`- y Date: 6/13/2012 zone 3 By: FJF DEL-AIR HEATING&AIR CONDIT NTNG 531 COD ISCO WAY,SALFORD,FL 32771 Phone:407-333-2665 Fax:407-3333853 Web:WW .DEL-AIR.COM Project ! • For: McC umber Homes Heatinlg Cooling External static pressure 0.30 in F 20 0.30 in H2O Pressure losses 0.06 in F 20 0.06 in H2O Available static pressure 0.24 in 20 0.24 in H2O Supply/ return available pressure 0.12/0.12 in E120 0.12/0.12 in H2O Lowest friction rate 0.299 in/1 Oft 0.299 in/100ft Actual air flow 600 cf rr 600 cfm Total effective length (TEL) 80 it SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in i (in) Matl Ln (ft) Ln(ft) Trunk office c 2722 212 253 0.315 9.0 Ox 0 VIFx 6.2 70.0 once bth h 977 100 54 0.303 6.0 Ox 0 VIFx 9.2 70.0 once wic h 734 75 39 0.326 5.0 Ox 0 VIFx 3.6 70.0 once-A c 2722 212 253 0.299 9. Ox 0 VIFx 10.2 70.0 TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 600 600 0 0 0 0 Ox 0 VIFx ` , 2012-Jul-0510:25:02 wri htsoft° Right-Sufte�Universal 2012 12.0.07 RSuoo57 Page 5 ...sellResLotl9OceanWalk\Ofice Optn\Russe9ResLotl9OceanWalk.rup Calc=MJ8 H use faces: E f CITU OF ATLANTIC BEACH 800 SEMINOLE ROAD '' sl ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 oil Application Number . . . . . 12-00000748 Date 8/17/12 Property Address . . . . . . 465 INLAND WAY Application type description SIN LE FAMILY RESIDENCE Property Zoning . . . . . . . TO 13E UPDATED Application valuation . . . . 340000 --------------------------------------- ------------------------------------ Application desc new home --------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ LEWIS TODD IRA MCCUMBER HOMES INC 1930 TARA CT 1280-B N PONCE DE LEON BLVD NEPTUNE BEACH FL 32266 ST.AUGUSTINE FL 32084 (904) 823-1900 --- Structure Information 000 000 SIN LE FAMILY DWELLING Construction Type . . . . . TYPE -A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE --------------------------------------- ------------------------------------ Permit . . . . . . MECHANICAL HV C PERMIT Additional desc . . Sub Contractor . . DEL AIR ELEC SERVICES Permit Fee . . . . 159 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/13/13 ---------------------------------------------------------------------------- Special Notes and Comments FILL INSTALLED PRIOR TO PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL /C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON TEE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TC INSPECT FASTENERS Avoid damage to underground wate /sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordinatior is needed, call 247-5834 . Ensure all meter boxes, sewer cl anouts and valve covers are set to grade and visible. PERMIT ISA&PEunmo'o(9fl3eW1WCbR=XS1t MbM AU,9dM 6 d LsAI�TItIVEAPK `ESle HIE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12- 0000748 Date 8/17/12 --------------------------------------- ------------------------------------ Special Notes and Comments Cleanout must be covered with an FT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow rreventer must be installed if irrigation will be p ovided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow iequirements . At a minimum, will require double cher backflow preventer. Remain clear of easement . A sewe2 force main is located in the easement along the north prop rty line . Avoid damage to force main. A Right-of-Way Permit must be obtained for curb cut / driveway opening. Not detailed or plans . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavem nt to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must bE overlaid 10 feet in each direction from the center of the cut . Repair must be shown on the plans . Full right-of-way restoration, including sod, is required. Roll off container company must bE on City approved list and container cannot be placed on City right-of-way. (Approved: Advanced Disposal, Rea co, Shappelle ' s and Waste Management) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection p for to start of construction. Gravel construction entrance or other means to keep dirt from street is required. --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . STAIE MECH DCA SURCHARGE 2 .39 STAIE MECH DBPR SURCHARGE 2 . 39 --------------------------------------- ------------------------------------ Fee summary Charged Faid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 159 . 00 159 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 PERMIT ISQ1Vh&VE]Ve*LYTOftA �ORDANCE W1TI14AL7.8CITY OF A rLA*-FIF%EACH ORDINANEAPAND THE FLORIDV 0 BUILDING CODES. CITY OF ATLANTIC BEACH j k 800 SEMINOLE ROAD :P = ATLANTIC BEACH, FL 32233 N`e INSPECTION PHONE LINE 247-5814 Page 3 Application Number 12-00000748 Date 8/17/12 Grand Total 163 . 78 163 . 78 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1[0-50 MECHANICAL PERMIT'IAPPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic B 'ach, FL 32233 // Ph (904) 247-5826 Fax (9 04) 247-5845 l JOB ADDRESS: MVS PERMIT# �� ROJECT VALUE $ I l,mac NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 3 _ Tons Per Uni 1 S� 1.5- Heat: Unit Quantity _3 BTU's Per Ui it 3&4 non Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unil REQUIRED Heat: Unit Quantity BTU's Per Uitit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MIS ELLANEOUS: Prefabricated Fireplace Qty Autoi iobile Lifts Gas Piping Outlets Boile s BTU's Eleva ors/Escalators ALL OTHER GAS PIPING Heat xchanger Quantity of Outlets Pump # Vented Wall Furnaces Refri erator Condenser BTU's #Water Heaters Solar ollection Systems Tank (gallons) Wells] OTHER: �riz�1 Camp\� 1kyAC t,�,�h 1c�wr. Permit becomes void if work does not commence within a six month period or work is uspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and o dinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name MCCe. Phone Number 901-d17-0303 Mechanical Company �-A Y Offices Phone t /7,5t Fax qc, AW-la9rj _���� £xf/�aS ut- Co. Address: ( �s.x -isc -, City �)qr&-rcA State A- Zip License Holder(Print): St e Certification/Registration # `° i�4q a Notarized Signature of License Holder Dso Sworn and subscribed before I this day of 20 k-2 Paula Seller Signature oNotary tfNPublic �� `�:COMMISSION#DD951786 ,,p EXPIRES:JAN,12,2014 www.AARONNoTARY..com I t Y r www.ahridirectory.org Certificate of Produc Ratin s AHRI Certified Reference Number: 3699497 D e: 8/15/2012 Product: Split System: Heat Pump with Remote Outdoor Un t-Air-Source Outdoor Unit Model Number: 25HBC330(A,W)**30 Indoor Unit Model Number: FB4CNF030 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: BASE 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 30000 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 Heating_Capacity(Btuh)@ 47 F: 30000 Region IV HSPF Rating (Heating): 7.70 Heating Capacity(Btuh)@ 17 F: 18300 i i P 'Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless a companied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representatior is,warranties or guarantees as to,and assumes no responsibility for, the products)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the producti(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for els and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes. The contents of this Certificate may not,in whole or in part,be reproduced;copied;dissemi ated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual,personal and confidential reference. CERTIFICATE VERIFICATION " ® The information for the model cited on this certificate can be verified at www.ahridirectory.o g, Air-Conditioning,Heating, click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the da on � �® and Refrigeration Institute which the certificate was issued,which is listed above,and the Certificate No.,which is lis below. @2012 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 129895177374284928 k Certificate of Product Ratings AHRI Certified Reference Number: 3699493 Date: 8/15/2012 Product: Split System: Heat Pump with Remote Outdoor Un t-Air-Source Outdoor Unit Model Number: 25HBC318(A,W)**30 Indoor Unit Model Number: FB4CNF018 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: BASE 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 17400 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 Heating Capacity(Btuh)@ 47 F: 17400 Region IV HSPF Rating (Heating): 8.00 Heating Capacity(Btuh)@ 17 F: 10500 r G I f k 'Ratings followed by an asterisk(`)indicate a voluntary rerate of previously published data,unless a companied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for rr odels and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes. The contents of this Certificate may not,in whole or in part,be reproduced;copied;dissem' ated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual,personal and confidential reference. CERTIFICATE VERIFICATION �/ The information forthe model cited on this certificatecan be verified at www.ahridirectory.o Air-Conditioning,Heating, click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the da on *V" ■� `t and Refrigeration institute which the certificate was issued,which is listed above,and the Certificate No.,which is lis below. ©2012 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 129895179037630048 O CERTIFIED,.. I , Certificate of Produci Rationgs AHRI Certified Reference Number: 3699493 Daae: 8/15/2012 Product: Split System: Heat Pump with Remote Outdoor Un t-Air-Source Outdoor Unit Model Number: 25HBC318(A,W)**30 Indoor Unit Model Number: FB4CNF018 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: BASE 13 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/24000' for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating a curacy by AHRI-sponsored, independent,third party testing: i Cooling Capacity(Btuh): 17400 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 Heating Capacity(Btuh)@ 47 F: 17400 Region IV HSPF Rating (Heating): 8.00 Heating Capacity(Btuh)@ 17 F: 10500 is 'Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product's)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product's)listed on this Certificate.AHRI expressly disclaims all liability for damages of ny kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for mi Wells and configurations listed in the directory at www.ahridirectory .org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products ofAHRI.This Certificate shall only used for individual,personal and confidential reference purposes. The contents of this Certificate may not,in whole or in part,be reproduced;copied;dissemi ated;entered into a computer database;or otherwise utilized,In any form or manner or by any means,except for the user's individual,personal and confidential i eference. CERTIFICATE VERIFICATION � ��� The information forthe model cited on this certificate can be verified at www.ahridirectory.o , Air-Conditioning,Heating, click on"Verify Certificate"link and enter the AHRI Certified Reference Number and the date in 0%0 ■� ,® and Refrigeration Institute which the certificate was issued,which is listed above,and the Certificate No.,which is listed Wow. ©2012 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 129895179859849120 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 r, INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000748 Date 8/28/12 Property Address . . . . . . 465 '' INLAND WAY Application type description SINLE FAMILY RESIDENCE Property Zoning . . . . . . . TO E UPDATED Application valuation . . . . E340000 ----------- ------------------------------------ Application desc new home --------------------------------------- ------------------------------------ Owner Contractor ------------------------ ------------------------ LEWIS TODD IRA MCCUMBER HOMES INC 1930 TARA CT 1280-B N PONCE DE LEON BLVD NEPTUNE BEACH FL 32266 ST.AUGUSTINE FL 32084 I (904) 823-1900 --- Structure Information 000 000 SINGLE FAMILY DWELLING Construction Type . . . . . TYPE -A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE ---------------------------------------+------------------------------------ Permit . . . . . . MECHANICAL GAP PIPE PERMIT Additional desc GAS FOR 5 OUTLETS Sub Contractor AEI INTERNATIONAL CORP. Permit Fee . . . . 120 . 00 Plan Check Fee . 00 Issue Date j Valuation 0 Expiration Date 2/24/13 ------------------- ------------------------------------ Special Notes and Comments FILL INSTALLED PRIOR TO PERMIT SEPERATE PERMIT REQUIRED FOR GAS 'WANK, GAS PERMIT FOR OUTLETS ONLY 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL /C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHAL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SY TEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT 'VESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE *ALL STICKERS ARE TO REMAIN ON TH WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO ''jINSPECT FASTENERS Avoid damage to underground water sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination 'd is needed, call 247-5834 . PERMIT ISFA-WRUWDC-D&LY WX0WRhq=9MVATW-kPfeMTV i)94"g V07 B*Wdi 44AV,,@'CV-PV1�hr'tIE FLORIDA BUILDING CODES. f, P 4 f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000748 Date 8/28/12 -------------------------------------- ------------------------------------ Special Notes and Comments are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an AT1 concrete box with metal lid. Cleanout to be set tograde and visible. A reduced pressure zone backflow Preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and copy of the results sent to Public Utilities . If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements . At a minimum, will require double check backflow preventer. Remain clear of easement . A sewer force main is located in the easement along the north property line . Avoid damage to force main. A Right-of-Way Permit must be obtained for curb cut / driveway opening. Not detailed on plans . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line . Reinforcing rods or mesh are not allowed in the right-of-way. Any utility cuts in the road must e repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut . Repair must be shown on the plans . Full right-of-way restoration, including sod, is required. Roll off container company must bei' on City approved list and container cannot be placed on ;`City right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management) Full erosion control measures mustll! be installed and approved prior to beginning any earth disturbing activities . Contact Public Works ;(247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Gravel construction entrance or other means to keep dirt from street is required. ---------------------------------------- ----------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 4 . 39 STATE ELEC DBPR SURCHARGE 2 . 00 ----------------------------------------w------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- PERMIT ISPAPHClVTDR)N'eY rotoubRDANCE MIROAIOCITY OF AWAQJTIZOBEACH ORDINANCUAND THE FLORID%O BUILDING CODES. ii tt CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jia Page 3 Application Number . . . . . 12-60000748 Date 8/28/12 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 39 6 . 39 . 00 . 00 Grand Total 126 . 39 1126 . 39 . 00 . 00 f �I �E 0 �I jlf 4 4 k p E if 'r r 4 ill r 4 It C �F f r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A LANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C s MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph 904) 47-5826 Fa x (904) 247-5845 JOB ADDRESS: PERNIIT# 'i P)?OJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit 4 Heat: Unit Quantity BTU's Per Uni Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit ':.. REQUIRED Heat: Unit Quantity BTU's Per UO Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity 4 (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity f (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevatois/Escalators ALL OTHER GAS PIPING Heat Ex6hanger Quantity of Outlets b Pumps I, #Vented Wall Furnaces Refrige>ator Condenser BTU's #Water Heaters Solar Collection Systems Tanks Gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified Dr not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name_ C7 Sse,�/ Phone Number Mechanical Company(�e 4 4,�s _ r � Office Phone Fax Co. Address: =� G l `�' �r Gil ,�ti ��,u e �City Jit c,��s���//�; State ;16�' Zip.A;?,;� r• License Holder (Print)`: 2% i%702 State Certification/Registration# 9�� Notarized Signature of License Ho.. 0r 0LpuSworn and subscribed before me this ,,q ' day of 20L- P(, Notary Public State of Florida ignature of Notary Public =o Gr Stephanie Renee McGuire T" My commission DD906170 9i�OF spa' Expires o8/01/2013 3w '1 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD s3 �I xi r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12- 0001195 Date 9/11/12 Property Address . . . . . . 465 INLAND WAY Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------- ------------------------------------ Application desc low voltage --------------------------------------- ------------------------------------ Owner Contractor STARR, RUSSELL OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/10/13 --------------------------------------- ------------------------------------ Other Fees STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged aid Credited Due ------ --- ---- --- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OFATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic'Beach, FL 32233 Ph (904) 247-5826 Fax 904) 247-5845 JOB ADDRESS: 6 �n twa 411, L-rc z213 PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK,$ NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole ,Residential(Main) Service ❑0-100 amps 1101-150amps L 1151-200amps 11 amps # of Meters I Commercial(Main) Service 110-100 amps 01101-150amps L151-200amps ❑ amps i7CT Service amps Conductor Type Size Multi-Family(Main) Service 1'10-100 amps [_1101-150amps 1 1151-200amps amps # of Unit Meters �I 1Temporary Pole ❑ amps SERVICE UPGRADE amps CT Ser ice amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 11200amps I 1 amps ICT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-l 00amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps� Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS l Swimming Pool Sign ['I Smoke Detectors Qty L 1 Tran formers KVA I ]Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans Qty volts/amps ( VALUE OF WORK$ REPAIRS/MISCELLANEOUS IReplace Burnt/Damaged Meter Can 11 Safety Inspection f''Panel Change 1.IOH to UG $Other: Lp G.,,r t/•f 6,1A= �S r-, Ca bl2 i dul.k. ve Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ~• ,, p ► ill Jo7-spy-c�l� Pro e Owners ame Phone Number Electrical Company Office Phone Fax . Co. Address: ' C, y at i License Holder (Print): State aon/R st a ion# Notarized Signature of LicenseHl it er Sworn and subscri before me this day of 20 Signature of Notary Pub I CITY OF ATLANTIC';BEACH OWNER / BUILDER.AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTIO TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERM T UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWT,ER OF YOUR PROPERTY.TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU N AY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUIL ING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION O THIS EXEMPTION, YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRA TOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES kND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT P OPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY C UNTY OR MUNICIPAL LICENSING ORDINANCES. 11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. 111. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQ ATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Z165 ��I Q , l��la�fi� 322?3 9o`j-t3'1-6715 ADDRESS PHONE NUMBER PRINT AME �1-12 URE �/J/ DATE Before me this J[L'—day of J�� 20LL the county of Duval,State ofonda,has personally peared herin by himselfherself and affirms that all statements and declarations are true a d accurate. Notary Public at Large,State of_ ,County of ❑rersonally Known 2 Y � roduced Identt ca on- �;':ri''•., SHIRLEYL.GRAHAM Notary Signature: MY COMMISSION k DD 957760 14 2�14 14,2014 F:BLDG/Owns-Builder Affadxvit;REVISED:MI6/2009 ' °: Bonded TRtiE Notary Public Underwriters