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1345 Ocean Blvd new home 2012 0r 41-urJe 41 tr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j; ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jf31�� Application Number 12-00001728 Date 12/04/12 Property Address 1345 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 265000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor LINDLEY TOLBERT DESIGN INC BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW SINGLE FAMILY DWELLING 2927 SF Construction Type TYPE 5-B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY DWELLING NEW Additional desc . Permit Fee . . . 550 . 00 Plan Check Fee . . 275 . 00 Issue Date . . . Valuation . . . . 265000 Expiration Date . 6/02/13 Special Notes and Comments SEE CORRECTION REPORT ATTACHED 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. A sewer cleanout must be installed at the property line. 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 . A Right-of-Way Permit must be obtained for use of pavers in the right-of-way. A Revocable Encroachment Permit must be obtained. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list PERMIT I RISACEAUI(i '1 AQ E TIPAIXC Y 4:41 ACOAtdiclilight ofitfirvAVYs AND THE FLORIDA BUILDING CODES. y ii. E; r CITY OF ATLANTIC BEACH �F { ., r'.1 800 SEMINOLE ROAD 0 tf: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 12-00001728 Date 12/04/12 Special Notes and Comments (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. 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 TREE REMOVAL FROM SUBJECT PROPERTY FOR CONSTRUCTION OF NEW SFR IS COVERED BY TREE PERMIT #12-00100040; TREE REMOVAL FROM ADJACENT PROPERTIES FOR CONSTRUCTION OF NEW SFR ON SUBJECT PROPERTY IS A CIVIL MATTER TO BE RESOLVED WITH ADJACENT PROPERTY (TREE) OWNERS . SOUTH SIDE OF HOUSE FACES THE REAR OF ADJACENT STRUCTURE; THEREFORE SECTION 24-172 (c) (1) a DOES NOT APPLY; THIS PROVISION ONLY APPLIES IN THE CASE OF ADJACENT SIDE-TO-SIDE POSITIONING. Other Fees STATE DCA SURCHARGE 8 . 25 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV ENCROACHMENT 100 . 00 STATE DBPR SURCHARGE 8 .25 UTIL REV PRE APP >3 HRS 50 . 00 Fee summary Charged Paid Credited Due Permit Fee Total 550 . 00 550 . 00 . 00 . 00 Plan Check Total 275 . 00 275 . 00 . 00 . 00 Other Fee Total 216 . 50 216 . 50 . 00 . 00 Grand Total 1041 . 50 1041 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 Job Address: /3 - v &vd Permit Number: /Q2 -f 72 r Legal Description /D-// /( WS-epr /(1 Parcel # or Area of Q Valuation of Work$ �6 S coo. Proposed Work heated/cooled o !07 7 non-heated/cooled A3'..2 t ' Class of Work(circle one): c:-' Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial o'esidential If an existing structure,is a fire sprinkler system installed? (Circle one): 'es "o N a:c;.n Florida Product Approval # Sir For multiple products use product approval form COPI Describe in detail the type of work to be performed: / b) i Property Owner Information: 415 Name: Li kl D I EL? 10 L BF/2T Address: Agetch...4e44.44.4... City 4f1a-► zZ State Ft-Zip 32233 Phone 90(- a3'/- 7/40 E-Mail or Fax#(Optional) hyd/ej�1/haQ/t•J/ �_(Le 8.4-- • Contractor Information: // Company Name: ,o .,y ' 7`f tS�/A-)c. Qualifying A ent: D tr.S Address:07/ i .; 1 Vei City ¢J � State Ft— Zip 322_3.3 Office Phone gee/ ' /-O3o2.0 Job Site/Contact Number Fax# *1•,-,,,941/-6362,(_, State Certification/Registration# 0484/45M/4 Architect Name&Phone# Engineer's Name& Phone# Fee Simple Title Holder Name and Address A. Bonding Company Name and Address Mortgage Lender Name and Address 9pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 'hereby certify that 1 have r,id an, : an • e' hi s.placation and know the same to be true and correct. All provisions of laws and ordinances governing this ype ofwork will be compl ed w he 'r de, ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the irovisions of any other fed ral,s or •. a , egula ",g construction or the performance of construction. "de signature of Owner . . ,∎ Signature of Contracto � 'rant Name I�0r / Print Name ./i /g/1- ;wo t. an bscri �� fore/ e Sworn • and subscr'i• before his , � Ii' / � MARIA PIMIENTA i this • pl =;!111111/,i�ir� �■.�._ 2° v2 ,�� I pµµ�n e, ii fv �, zwl�>f��t tiffz,,,ft'f....-.7.5 ;,::�Putluc-State of Florida !!E '~ ti `ir�W�l/i�/ �'~G'/i°-'Q T Nof , ids I Jot'ry u a IiC = Comm.Expires an Yb:2015$ No t7 P IP iris My Comm.Expires Jan 26.2015 •,,� d ' Commission EE 59080 ',� p'. Commission#EE 59080 '4,444 DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: ii aria r7cy Development Size 0 Habitable Space a9d z F Non-Habitable Impervious area Miscellaneous Information Occupancy Group Z-7 Type of Construction Number of Stories 2 Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: ftNo n' U \ r r� s=ue r City of Atlantic Beach j ®1 � `s� Building Atlantic Beach - APPLICATION NUMBER 300 Seminole Road (To be assigned by the Bolding Department) 5 • - +: Atlantic Beach, Florida 3?233 5445 - �y Phone(904)247-5826 Fax(904)247-5&45 \oltu,s: E-mail: building-deptgcoab_us Date routed: // c,9e7 City web-site. http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ,/ ,� , Property Address: is 5 CI(If/V .6/V'S. . ent review re muired Yes No Applicant: _-_^ (t �/C Uri 77 Planning&Zonin - J/ �r 0 ree �r.•` nnstrator Ian Project: e ie /l'e ,4.ublic Work •• is Utilities_3 all Public Safety Fire Services Review fee $ ,--rd Dept Signatu - ' " Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Honda 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 I Reviewing Department First Review: 11 .pproved. ['Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: 410 Date: ii--- 12____, TREE .DMIN. Second Review: ®Approved as revised. ['Denied. P t ; 0 ORKS Comments: PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ['Denied. Comments: _ Reviewed by: Date: Revised 07127/10 f City of Atlantic Beach f> APPLICATION NUMBER iBuilding Department >i �[ x (ro be assigned by the Budding Department) 800 Serninde Road � �- / yL�, Atlantic Beach, Florida 32233-5445 �� Phone(904)247-5826 • Fax(904)247-5845 -1,t1� E-mail: buildang-dept@coab_us ` Date routed: // (37e7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ✓l?/ J era e ,� /-/Vc i ent review required Yes No — / -' '• Applicant: • / ,,me //L 0i 77 e-' dill Planning&Zonin• as. inistrator Project: /�/L�'G i( )7 DJ t_- . *,rublic Work 1. is Utilities Public Safety CO Fire Services Review fee $_, / V v Dept Signature /f-'L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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 IReviewing Department First Review: ['Approved. Xenied. (Circle one.) Comments: r_ C M;j,J BUILDING ,r- k__`_� PLANNING&ZONING Reviewed by: Date: ///),)2. TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES I � l PUBLIC SAFETY Reviewed by: %I '" , Date: /1/ 2 FIRE SERVICES Third Review: ['Approved as revised. ❑Deni-.. Comments: Reviewed by: Date: 1 Revised 07127/10 ,----------- sr.'f...„,,, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) : 800 Seminole Road - -S Atlantic Beach, Florida 32233-5445 r / - . Phone(904)247-5826 • Fax(904)247-5845 01.09,- E-mail: building-depta©coab_us Date routed: /i City web-site: http://wvAnr.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: f)/ _. 6' 11f i O rid ent review required , Yes No._...,, Applicant: Zztv5: eiz tie/04 � 7, Cs Planning Zonin Tree A mistrator Project: /1/e e) .)1, . ubiic ork i is ilities` Public Safety Fire Services Review fee $ -5)0,0 Dept Signature few • Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Honda 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: 1 - -- APPLICATION STATUS_,. Reviewing Department First Review: ['Approved. (I (enieD (Circle one.) Comments: BUILDING NNING&ZONING Reviewed by: g , ;C Date: tlZ6/24'7 THE A DMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES , ,,n `/ PUBLIC SAFETY Reviewed by: 74 Date: [ 2Q(2C'_, FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: i Reviewed by: Date: Revised 07127/10 rsi-gyp,,+: City of Atlantic Beach APPLICATION NUMBER �ti Building Department (To be assigned by the Building Department) Atlantic tic Seminole ea Road /2 - /724' - _S �. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 -�0;.sy%- E-mail: building-dept @coab_us Date routed: // City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /2' &eC/) .4 ,6`{dc/. .. -,;��ent review re.uired Yes No Applicant: -7 431■4-. )(iL� �j �' . Planning&Zonin_•_jIIIMIII-- [: inistrator Project: /1/e/0 , /12/'- , ,ffrub Iic work • is Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07127110 i1AU:.IJ, CITY OF ATLANTIC BEACH a , Building Department r, , " J 800 Seminole Road J r� Atlantic Beach,Florida 32233 apy) (904)247-5800 1 PLAN REVIEW COMMENTS Permit Application # 1? -/7ae?" Property Address: /.3/c Dcea., /14.d/, A7 Applicant: 'Sc v /3v.Jin5 Project: iVe w S PD This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: O Ci3n bST` 4 a l 9fel re-74 4inrdva/ -re3r w+, ecce3 goer,/ PP,/e, fit r ,46/-„, ____,..c.,, Please re-submit your application when these items have been completed. Reviewed By: /2/r Date: //',/''r2 Graham Shirley From: Hall, Erika Sent: Monday, September 17, 2012 9:16 AM To: Lindley Cc: Graham Shirley; Resnick, Lesley Subject: 1345 Ocean Blvd split Lindley, Michael Griffin came and asked me whether 1345 Ocean Blvd could be split—said you were asking for a second address to be assigned. I told him that the property consists of two legal platted lots (Mandalay Block 53, Lots 7,8), but it cannot be "split" until the existing house is demo'd—so that no existing structure is made non-conforming. We'll then need a copy of the survey showing the vacant lots with the location of the original platted lot line (between 7,8). That will be stamped as approved by the PZ dept as consistent with lot dimension requirements, an address will be assigned to the second lot by the Building dept, and the survey can then be taken downtown to have a the second parcel (real estate) identification number assigned. Let me know if you have any questions. Erika Hall Principal Planner City of Atlantic Beach Boo Seminole Road Atlantic Beach, FL. 32233 (904) 270-1605 ehall@coab.us coab.us 1 Page 1 of 1 I 0 0 :, 1 w � 1 't- 24 • 134 >#* >1375 �i 144 - ) �, . ' ' � r' OW , Pr Y • w T t ' 41 ' tilli I no i rr M 1336 I lk , 4 • .; #i' III` l� 7 y_' 1 um + ., . I1 , Iiii '. _ 1306 t e _ III "v. 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I http://maps.coj.net/output/DuvalMapsSQLitdgism341123664530.png 9/14/2012 Display AttributeDAta Page 1 of 1 Parcels RE # 171341 000O Name DLJ MORTGAGE CAPITAL INC 1345 Address OCEAN BLVD ATLANTIC BEACH 32233 Transaction Price $435100 Acres 03 Book-Page 1585800892 Map Panel 9416 10.11 182S-29E Legal Descriptions MANDALAY LOTS 7,8 BLK53 Flood Zone NA Ash Site Not in AshSite Zone JEDC Zone Not in Enterprise Zone Evacuation Zone CAT 2 C PAC N/A /Planning Dist: Noise Zone NA APZ NA Civ HH Zone NA Ml H H Zone Mayport Horizontal Surface Elev(30Y) Civ School Reg NA Ml School Reg NA Lighting Reg NA Civ Notice Zone NA Ml Notice Zone NA MV Neig ibGrhooit http://maps.coj.net/WEBSITE/DuvalMapsSQL/displayAttributeData.asp 9/14/2012 Page 1 of 1\\ , , , . i44 - 1 \� I II I I i I I i 137 1 I I .... 1416 17 w y 0 1 I 1426 27s 0 1 I _ _J 1 1 -24-x\ \ 1420 I 11 I J `- ,,.____= - I 1 �II ___scow-$ \--- 1 -3541117F-- 15R-m7F- I I11L--===*-- --e-- _ _- --OS-31r-=_- I 1111 v ' i 1\I11 ii 1 Il� 210 111 1375 y 144 134 1380 lII �I i1 _.--- 1 y 1 I 1=I\ 24* �� 1371 II 1370 4 II __�I Iy y 1 1 y _- ----- 1 1 `1i ( I� s4 s31 r I O \- 171849 0000 1346 --�=1380 1340 I \ 1336 `( 1 II 1340 11 y l I ____---1-------1-= i _ 1 i 1- 1 r ii\ $ ' � � I I I , ti( � I \ 1330 I 1303 3 II I175 �J 135 1320 1320 11 — I 1' I _ i r �� I �� I � 33 3000-'— I t--sy : 154 1___-_--1-24-13------ ___-_-12+K JIL_ r-��r_ I =1040 - __ _,r- ^� --r,---30-----Sir 1300 ( _ -spo0 cs ��^ - __ _-Tim-^ i 114 d 150 0 - _� $ I a 174 I [ __7 _ '4 1290 1 III Copyright CC)�06Q"tyd hdaomiit,Ft I�=2� X11 z4B 0 01 i 1 186 ft I It 4 K. 5,,1.,,,M-,,t<<5 - •t'ti /o+ S? Cr t- 1 c h as-RA lis-/-s ,—.c Cdr TZ -I' f' http://maps.coj.net/output/DuvalMapsSQL_itdgism9430046841053.png 9/17/2012 Site Information 1345 OCEAN BLVD I Structural Engineer of Record GEOFFREY GARTNER PE NO 59328 ApEx T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TOLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 15 psf Enclosed Structure(0.18) BOLL 10 psf BOLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inlcudes 32 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 13450CEANBLVD F01 11/15/2012 29 13450CEANBLVD T12 11/15/2012 2 13450CEANBLVD F02 11/15/2012 . 30 13450CEANBLVD 113 11/15/2012 3 13450CEANBLVD F03 11/15/2012 31 13450CEANBLVD 114 11/15/2012 4 13450CEANBLVD F04 11/15/2012 5 13450CEANBLVD F05 11/15/2012 6 1345OCEANBLVD F06 11/15/2012 7 13450CEANBLVD F07 11/15/2012 8 13450CEANBLVD FG01 1145/2012 9 13450CEANBLVD FG02 11/15/2012 SU ISSION• IJO8# 10 13450CEANBLVD FGE0111/15/2012 Reviewed 1 No exceptions Q 4 RSjected 11 13450CEANBLVD FGE02 11/15/2012 0 Reviewed 12 1345OCEANBLVD FGE03 11/15/2012 2 Exceptions Noted 0 5 Information Only 13 13450CEANBLVD J01 11/15/2012 ❑3 Revise&Resubmit Ri 4ewsd only for general romance with the project °nwiY Messed ii 14 1345OCEANBLVD J02 11/15/2012 review ee fCntract rIra wk,nx p n rci.rxcePL ortaaorte le 15 13450CEANBLVD J03 11/15/2012 designs for Ktt♦ch tiw contractor is resporw; n ell�a�ye p of the Ccvr...�D-.-_--,,,,, and fur the,,,, liri o tM work 16 13450CEANBLVD J04 11/15/2012 This the rr, and 17 13450CEANBLVD 101 11/15/2012 tharm 18 1345OCEANBLVD 102 11/15/2012 Date: I , ly l�% "4SULTING,INC. 19 13450CEANBLVD 103 11/15/2012 Checked By j . 20 13450CEANBLVD 104 11/15/2012 mature: 21 13450CEANBLVD TO4A 11/15/2012 22 1345OCEANBLVD 105 11/15/2012 23 13450CEANBLVD 106 11/15/2012 24 1345OCEANBLVD T07 11/15/2012 25 13450CEANBLVD 108 11/15/2012 26 13450CEANBLVD 109 11/15/2012 ,,®r,11tltll11►iiJJ 27 1345OCEANBLVD T10 11/15/2012 `��0 O KOZLQ ,, 28 13450CEANBLVD T11 11/15/2012 e. N.„.GF N S F .e•'••v.i... is :V�• � 9 •*.Apex Technology :_ : , 60 83 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. :� • iccs f Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 4C •LLI (904)821-5200 pt E �F :_t„, " The seal on this index sheet indicates acceptance of professional engineering responsibility solely " • $It `OeIre Vim,' for the Truss Design Drawings listed above and attached. The suitability and use of each drawing • �+ for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 ♦0 ••••••• Q••.•••• ,+s Section Section 2 '•.46 8 ©4 eggs With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in tin ES NH IMO O conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional 11/15/2012 Fnoinoorc Job#13450CEANBLVD BEARING INFORMATION WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 15 21'00"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 1142.50 0.00 2 1142.50 0.00 4 17'01"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 927.08 0.00 2 927.08 0.00 4 1610"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 929.44 0.00 2 914.31 0.00 3 18'04"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 998.12 0.00 2 998.12 0.00 2 17'10"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 984.44 0.00 2 969.32 0.00 4 16'11"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 917.92 0.00 2 917.92 0.00 4 20'09"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 1128.72 0.00 2 1128.73 0.00 1 21'00"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 2263.96 0.00 2 21.03 0.00 1 14'06'08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 75.91 0.00 2 1498.68 0.00 1 20'09"00 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.77 0.00 2 2183.73 0.00 Total of Trusses 110 Maximun Height 05'09"10 Page 2 of 2 H> Z X r 9, 8" - 12 0" p= D 0o O/ .4 1. 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I0 m Z —I 0 = m * � o -+ / : * * p ■ m0 m — rZ zH = o�ozi n d m = z Cm O m m D ��—�i z^ _+ 0 D D^ Z pZ 0 N (n '� , ■ CD rND r ` J • (n Q r C 1- O 0 O z 0 _ f I -� r / �_ z, D� Dm0 m / Z Z 0 z' c) s.) rrZ A / Q zN 7, CO ' s � y m Cn 5 a m Z D ��-�� ■�: i��-- Z Z7 = O 5=I z0 z0 cor 1 II • ►-� • C) D -< -i -n Z , Op D � 0 0 H O S r O �° r7 0 (CO D • p m = ; I Q O Qp zz mmm N • ZWH 0 D Dw m om ° a7 mDZ rn �A—I� * * OC _ r mN � m � D m = � II O —1 m r- >u 2 D C m m 70 • D� n ` I O C (n mm°z D mX 0 (rAQD (] Q !^ O =cn 7:1 X0 V, /� Ti t J Zr z m ��-�I • • F o • D r • r/ r r <p Cn0 m O °A I m 73 C 0 0 1 1. g 0 �:�—:� O 0 m 37. 0 0 I 0 C) DOD co D p z ft � m f<ri N Z., ciA �:4� 00c = * I Z._, CA , .4z m ri z0 .> .,,. o 0 > (LI m = pmt ` O _ 13 OO z 0 0r Z Z7 G7 0 -I0 r co O T a m 0 X U) 13450CEANBLVD Ply:1 SEAN:24559/T5/SY42 Qty: 15 FROM DRW: F01 Wgt:120.1 lbs ... / ... 11/08/12 I 9,9„ I 2' I 9,3„ i I- ,.2,6 -I �6 I (TYP) 1112X4 C 1112X4 � 1112X4 =3X3 1114X4[21] 1112X4 AA A =4X5 3 1114X4 5 D =3X__�i;3--,3X3 W3)(14 1112X4 L-5 23 N O ._- - _L 112 4X5[4] =4X5[7] =3X3 1113X3 1112X4 =3X3 =4X5[20] =4X5[22] P' -Z Y X W V U T S R Q =4X5[25) =4X5[2] W=H0310 I. 21' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc lJdefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.435 G 564 360 Z 1142 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.681 G 361 360 P 1142 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.065 P - - Bearings Z&P Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.101 P - - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.735 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.968 A-B 1 0 H-I 0 -4428 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.631 B-C 0-2013 I-J 0 -4428 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 -3545 J-K 0 -3546 I:NA GCpi:NA Plate Type(s): D-E 0-3545 K-L 0 -3546 Wind Duration:NA WAVE,HS VIEW Ver:12.02.01.0821.14 E-F 0 -4425 L-M 0 -2013 F-G 0 -4733 M-N 1 0 Lumber Additional Notes G-H 0 -4736 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Bot chord 4x2 SP M-30 STRBRIBRO211 for bracing and bridging Webs 4x2 SP_#3_12A recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. Chords Tens.Comp.Bot C Chord Chords Tens. Comp. values approved 1/5/2012 by ALSO. The overall height of this truss excluding overhang is Z-Y 1119 0 U-T 4736 0 1-4-0. Y-X 2878 0 T-S 4734 0 Plate Shift Table X-W 4113 0 S-R 4108 0 JT Plate Lateral Chord JT Plate Lateral Chord W-V 4113 0 R-Q 2878 0 No Size Shift Bite No Size Shift Bite V-U 4706 0 Q-P 1119 0 [2] W4X5 2.75 L 1.25 [3] W4X5 2.25 L 1.25 [4] W4X5 2.75 L 1.25 [5] W4X4 S 1.50 Maximum Web Forces Per Ply(Ibs) [7] W4X5 2.25 L 1.25 [20] W4X5 2.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. [23] W4X5 2.25 R 1.25 [25] W4X5 2.75 R 1.25 AA-Z 0 -7 T-H 201 -142 A-Z 0 -40 H-S 11 -683 Purlins Z-B 0 -1558 S-J 571 0 In lieu of structural panels or rigid ceiling use purlins B- B 1243 0 J-R 0 -763 to laterally brace chords as follows: B-C 0 -1200 K-R 0 -73 Chord Spacing(in oc) Start(ft) End(ft) V-C gp6 4 K-R 908 3 BC 24 0.25 20.75 D-X 0 -68 L-Q 0 -1204 BC 120 0.25 20.75 Apply purlins to any chords above or below fillers X-E 0 -772 Q-M 1243 0 at 24"00 unless shown otherwise above. E-V 461 0 M-P 0 -1558 V-F 0 -520 N-P 0 -40 Camber F-U 561 -353 P-O 0 -7 Max JT VERT DEFL:LL:0.43"DL:0.31" U-G 184 -365 recommended camber 3/8" End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty. 10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville, FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24363/T17/SY42 Qty: 4 FROM DRW: F03 Wgt:91.0 lbs ... / ... 11/08/12 F 8' I -1'- I- 7'10"8 '{ i-i 2'6"- "I (TYP) g C p =3X3 F G H 1112X4 °3X8 1112X44 w 3X3[71 E W=3X4 1112X4 s 3X8 IJX4 v Q `i �i�`. _ 4 IA 101°2 =3X8X8 W=H0310 1112X4 =3X8 =4X5[161-[} P 0 N M L K 3X8[2] 1112X4 i, 16'113.'8 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.300 L 665 360 p 929 /- /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.469 L 425 360 J 914 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - Bearing P Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.061 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.691 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.920 A-B 1 0 E-F 0 -2745 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.664 B-C 0 -2710 F-G 0 -2745 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0-2710 G-H 0 -2745 I:NA GCpi:NA Plate Type(s): D-E 0 -3140 H-I 0 0 Wind Duration:NA WAVE,HS VIEW Ver:12.02.01.0821.14 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP #2 12A +2x6 continuous strongback.See detail Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP_#2_12A:B2 4x2 SP M-30: STRBRIBRO211 for bracing and bridging P-O 1633 0 M-L 3140 0 Webs 4x2 SP_#3_12A recommendations. O-N 3139 0 L-K 3140 0 Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. N-M 3139 0 K-J 1701 0 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is 1-4-0. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Q-P 0 -10 L-E 131 -120 [2] W3X8 0 1.50 [7] W3X3 1.25R 1.25 A-P 0 -107 E-K 3 -637 [16] W4X5 0 1.50 P-B 0-1815 G-K 0 -279 B-O 1190 0 K-H 1155 0 Purlins C-O 0 -280 H-J 0 -1872 In lieu of structural panels or rigid ceiling use purlins O-D 0 -663 I-J 0 -108 to laterally brace chords as follows: D-M 137 -113 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 16.75 BC 120 0.12 16.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.30"DL:0.20" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128'x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEAN:3599/T16/SY42 Qty: 2 FROM DRW: F05 Wgt:93.6 lbs ... / ... 11/08/12 F 8' I 2' -I-- 7'1(r8 I 2'6„_--I (TYP) q g c p E F III 2X4 T rs— 01112X4 °3X8 1112X4 °3X4[7] °3X4[10] Vt=3X4 =X=14] 1112X4 �'_ � ?i`I' �I r �.2 �E�il� 10'1"2 °3X8[5] 112X4 112X4 m 3X8[13] °4X5[16 P O N M L K J 3X8[2] W=H0310 1 I- 17'10"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.353 L 599 360 p 984 /_ i_ /_ /_ /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.555 L 381 360 J 969 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 B - - Bearing P Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.075 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.879 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.793 A-B 1 0 E-F 0 -2979 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.711 B-C 0 -2934 F-G 0 -2979 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0-2934 G-H 0 -2979 I:NA GCpi:NA Plate Type(s): D-E 0 -3499 H-I 0 0 Wind Duration:NA WAVE,HS VIEW Ver:12.02.01.0821.14 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP_#2_12A +2x6 continuous strongback.See detail Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-30 STRBRIBRO211 for bracing and bridging P-O 1747 0 M-L 3499 0 Webs 4x2 SP_#3_12A recommendations. , O-N 3498 0 L-K 3499 0 Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. N-M 3498 0 K-J 1820 0 values approved 1/5/2012 by ALSO. The overall height of this truss excluding overhang is 1-4-0. Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord Q-P 0 10 L-E 136 114 No Size Shift Bite No Size Shift Bite [2] W3X8 0 1.50 [5] W3X8 3.50 L 1.25 P-B 0-1941 E-K 0 -830 [7] W3X4 0 1.25 [10] W3X4 0 1.25 A-P 0 -107 G-K 0 -289 [13] W3X8 3.50 R 1.25 [14] W3X8 4,50 R 1.25 B-O 1313 0 K-H 1281 0 [16] W4X5 0 1.50 C-O 3 -288 H-J 0 -2004 O-D 0 -864 I-J 0 -109 Purlins D-M 144 -106 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 17.75 BC 120 0.12 17.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.35"DL:0.28" recommended camber 3/8" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEAN:3615/T9/SY42 Qty: 4 FROM: DRW: F07 Wgt:122.2 lbs ... / ... 11/08/12 F 9,6„ _I 2' I 9'3" H F--2'6"—1 (TYP) 1112X4 W=3X4 K 1112X4 _ Z A =4X5 =4X4 III2DX4 =3X3 =3X8 111 =3X3 =3X3 1112X4 =4X4 =4X5 M N ' n_/`\I _ ' \i/ �� \ice /�--cr.-...�''�i�.�a. „ .0 (I)10'1"2 =4X5 =4X5[7] =3X3 1114X4 1112X4 =3X3 =4X5[19] 4X5 Y X W V U T S R Q P =0 5[24] =4LX5[2] W=H0310 ♦ 20,9„ 1 Loading Criteria(psf Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 r a Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.401 T 605 360 Y 1129 /- /- /0 /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.628 T 387 360 0 1129 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.060 B - - Bearings Y&0 Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.094 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maxhords imum Tens Comp d Forces Per r Ply y(Ib Comp. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.557 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.828 A-B 1 0 G-H 0 -4339 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.621 B-C 0 -1984 H-I 0 -4339 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0-3487 I-J 0 -3488 I:NA GCpi:NA Plate Type(s): D-E 0 -3487 J-K 0 -3488 Wind Duration:NA WAVE,HS VIEW Ver:12.02.01.0821.14 E-F 0-4336 K-L 0 -1984 F-G 0 -4626 L-M 1 0 Lumber Additional Notes s strongback.+2x6 connuougback.See detail Bot Top chord 4x2 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP M-30:62 4x2 SP M-31: recommendations.for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP_#3_12A recommendations. Lumber grades designated with"12A"use design Truss must be installed as shown with top chord up. Y-X 1105 0 T-S 4626 0 values approved 1/5/2012 by ALSC. The overall height of this truss excluding overhang is X-W 2836 0 S-R 4625 0 1-4-0. W-V 4043 0 R-Q 4037 0 Plate Shift Table V-U 4626 0 Q-P 2836 0 JT Plate Lateral Chord JT Plate Lateral Chord U-T 4626 0 P-0 1105 0 No Size Shift Bite No Size Shift Bite [2] W4X5 2.75 L 1.25 [7] W4X5 2.00 L 1.25 Maximum Web Forces Per Ply(Ibs) [24] W4X5[11] W3X8 0 1.25 [19] W4X5 2.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. 2.75 R 1.25 Z-Y 0 -7 S-G 238 -198 Puffins Y-B 0 -1538 G-R 60 -684 In lieu of structural panels or rigid ceiling use purlins A-Y 0 -40 R-I 544 0 to laterally brace chords as follows: B-X 1223 0 I-Q 0 -747 Chord Spacing(in oc) Start(ft) End(ft) X-C 0 -1184 J-Q 0 69 TC 24 0.12 20.38 C-W 885 0 Q-K 886 0 BC 120 0.12 20.38 p_W 0 -64 K-P 0 -1184 Apply puffins to any chords above or below fillers W-E 0 _--756 P-L 1220 0 at 24"OC unless shown otherwise above. E-V 520 0 L-O 0 -1538 V-F 51 -672 M-O 0 -40 Camber F-T 219 _197 O-N 0 -7 Max JT VERT DEFL:LL:0.40"DL:0.30" recommended camber 3/8" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:2 SEAN:3672/T15/FLAT Qty: 1 FROM DRW: FG02 Wgt:205.8 lbs ... / ... 11/08/12 3'6"13 6'4"8 9"1I11-0 10'2"6 13'5"7 16'10"4 18'4"8 3'6"13 1 2'9'11 I5"2 3'4"13 I 3'3"1 1 3'4.13 1 1'6"4 I III 2X4 =4X8[20] 1114X5[1] °4X4[5] =3X4 1112X4 °3X4 =3X4[18] H A B C D E W11 T m U t 1114X5[23] LI-` Y 10'1"2 ci)1 111 4 1114C X5[4] =4X4[9] =3X4 =H0510 =3X4[17] =5X7[191 I. 3'2"9 3'5'1 3'8"9 1'7"14 1'8"15 3'6"13 10' 3'2"9 -I 6'7"10 I- 10'4'2 I 12' 1 13'8"151 17'3"12 I-18'4" Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Loc R /U /Rw /Rh /RL /W TCLL: 40.00 r Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.312 E 706 360 P 1252 /- /- /- /- /5.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.488 E 452 360 I 3990 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 A - - Bearings P&I Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.051 A - - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.849 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.554 A-B 0 -1648 E-F 0 -3136 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.863 B-C 0-3122 F-G 0 -3367 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 -3122 G-H 0 -2492 I:NA GCpi:NA Plate Type(s): D-E 0 -3154 Wind Duration:NA WAVE,HS VIEW Ver:12.02.01.0821.14 Purlins Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP_#2_12A In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP_SS Dense 12A to laterally brace chords as follows: P-Q 18 0 L-K 3399 0 Webs 2x4 SP_#3_12A:W11 2x6 SP_#2_12A: Chord Spacing(in oc) Start(ft) End(ft) O-N 1820 0 K-J 2603 0 TC 24 0.00 18.38 N-M 3154 0 J-I 6 0 Lumber grades designated with"12A"use design BC 120 0.00 18.38 M-L 3399 0 values approved 1/5/2012 by ALSC. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached Webs Teneb Forces Webs Tens. Comp. spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @7 Ce'o.c. Bot Chord:1 Row @ 7.00"o.c. A-P 0 -565 M-F 372 -539 Webs :1 Row @ 4"o.c. A-O 1699 0 F-K 91 -138 Use equal spacing between rows and stagger nails 0-B 0 -592 K-G 799 0 in each row to avoid splitting. B-N 1421 0 G-J 0 382 N-D 0 -209 J-H 3152 0 Special Loads E-M 11 -115 H-I 0 -1969 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 18.38 BC-From 10 plf at 0.00 to 10 plf at 18.38 BC-3220 lb Conc.Load at 17.00 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] W4X5 2.50 R 1.50 [4] W4X5 1.50 R 1.75 [5] W4X4 2.25 R 1.25 [9] W4X4 1.75 R 1.25 [17] W3X4 S 1.25 [18] W3X4 S 1.25 [19] W5X7 5.50 R 2.75 [20] W4X8 0 1.25 [23] W4X5 0 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24667/T2/SY42 Qty: 1 FROM DRW: Wgt:108.8 lbs Page 2 of 2 .. / ... 11/08/12 FGE01 I-AB 0 -133 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEAN:24673/T4 I SY42 Qty: 1 FROM: DRW: Wgt:108.1 Ibs Page 1 of 2 ... / ... 11/08/12 FGE03 1,3„4'.1 1_12„4 42„4 1...L2„4 42„"4 42„ 42„�4213H H2„H H2„H 42„4 42„4 42„'4 42'1314213414 A B C D E F G H I J K L M N 0 P O R S T so-- i W=3X4 uu ;4- 101 2 AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U T 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 WI 1X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 20,9„ i. • aximum Reactions(Ibs) Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A M R /U /on /Rh /RL /W TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AK 74 /- /- /- /- /3.5 Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 T 2184 /- /- /- /- /245 BCDL: 5.00 Enclosure:NA - - Bearings 5.00 Category: s AK&AK Fcperp=565psi.tegory:NA Snow Duration:NA HORZ(LL): 0.001 R 9 NA HORZ(TL): 0.002 B Des Ld: 10.00 EXP: Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) SCBCLL:10.00 Mean Height:NA ft Code 1 Misc Chords Tens.Comp. Chords Tens. Comp. TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.220 Load 0.00 TPI Std: 2007 Max BC CSI: 0.039 A-B 0 0 J-K 0 0 Spacing:Duration:1.00 BCDL:NA psf 0 0 Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.044 B-C 0 0 L-M 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 0 Plate Type(s): D-E 0 0 M-N I:Wind GCpi:NA 0 0 N-O 0 0 Wind Duration:NA WAVE VIEW Ver:12.02.01.0821.14 E F F-G 0 0 O P 0 0 Lumber Additional Notes G-H 0 0 P-Q 0 0 Top chord 4x2 SP_#3_12A See detail STRBRIBR0211 for bracing and bridging H-I 0 0 Q-R 0 0 Bot chord 4x2 SP_#312A recommendations. I-J 0 0 Webs 4x2 SP_#3_12A Truss must be installed as shown with top chord up. ) Lumber grades designated with"12A”use design The overall height of this truss excluding overhang is Maximum T BotChord Forces esrP r PlynsbsComp. values approved 1/5/2012 by ALSC. 1-4-0. AK-AJ 0 0 AB-AA 0 0 Bracing AJ-AI 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) Al-AH 0 0 A-Y 0 0 AH-AG 0 0 Y-Y forces.All connections to be designed by the building designer. AH-AG 0 0 Y-X 0 0 0 0 Fasten rated sheathing to one face of this frame. AF-AE 0 0 W-V 0 0 AE-AD 0 0 V-U 0 0 Plating Notes AD-AC 0 0 U-T 0 0 All plates are 2X4 except as noted. AC-AB 0 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs TenCFo Forces Webs Tens. Comp. to laterally brace chords as follows: End(ft) 12 0 Chord Spacing(in oc) Start(ft) AL-AK 0 -9 R T 0 -8 BC 24 0.12 20.38 A-AK 0 -59 T-S BC 120 0.12 20.38 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs) at 24”OC unless shown otherwise above. Gables Tens Comp. Gables Tens. Comp. End Vertical Attachment B-AJ 0 -150 K-AA 0 -133 Attach notched end vertical(s)to next end vertical 0 -150 K-Z 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails C-Al C-Al 0 -129 M-Y 0 -133 through wide face or(3)qty.1-1/2"leg 16-Gage 1" E-AG 0 -134 N-X 0 -134 wide(minimum)Crown staples on each narrow face. F-AF 0 -133 O-W 0 -132 G-AE 0 -133 P-V 0 -140 H-AC 0 -133 Q-U 0 -109 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24020/T1/EJAC Qty: 12 FROM DRW: J01 Wgt:15.4 lbs ... / ... 11/08/12 12'1 Cr4 12 6 3X4(82) T A pon 610 @ 10'1"2 .m1 C 5' up 5' 5111"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 /24 /88 /- /87 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 /- /29 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(TL): 0.005 C - - B 129 /81 /76 I- I- 11.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.591 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.384 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)I10(0) Mfg Specified Camber: A-B 58 -140 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 SP_#2_12A A-C 0 0 Bot chord 2x4 SP_#3_12A Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.06 4.88 BC 58 -0.06 4.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-10. • NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 13450CEANBLVD Ply: 1 SEON.24032/T29/EJAC Qty: 2 FROM: DRW: J03 Wgt:21.0 lbs ... / ... 11/08/12 24'2"10 6 12 co 3X4(62) A 6'10 1 11 20,7„ C 6,9„ 8 6,9„ 6' 6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 224 /59 /116 /- /154 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 97 /- /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 B - - B 173 /148 /96 /- /- /1.5 Des Ld: 32.00 EXP:C - HORZ(TL): 0.024 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.82 ft Code/Misc Criteria Creep Factor 1.5 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.724 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.408 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 77 -127 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 SP #2 12A A-C 0 0 Bot chord 2x4 SP_#2_12A Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 6.75 BC 79 0.06 6.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-11-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville, FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEAN:24626/T28/HIPS Qty: 1 FROM DRW: T01 Wgt:98.0 lbs ... / ... 11/08/12 5' I 10'6" I 16' 21' 5' 5'6" 5'6" I 5' I =4X8 1112X4 =4X8 12 C D E Tpm a ° 1-----3X4/C4) B F\3X4(C4) in I =3X4(C4) 3X3X4(C4) A G III • _2o'7" FI 11124 =5X7 1112X4 H r9 7"4 17„H H 1 19'9"8 5,1"12 I 5'4"4 5'4"4 I 5'1°12 5'1"12 10'6" 15'10"4 21' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) I TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.117 D 999 240 A 1100 /502 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.230 D 999 234 G 1100 /502 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.084 F - - Bearings A&G Fcperp=565psi. NCBCLL: 10.00 Mean Height:22.39 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.919 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.301 A-B 822-1758 D-E 947 -2073 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 762-1654 E-F 762 -1654 GCpi:0.18 Plate Type(s): C-D 947 -2073 F-G 822 -1758 Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP #2 12A The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP-M-30 3-0-10. J-I 1410 -642 H-G 1396 -636 Webs 2x4 SP #3 12A I-H 1410 -642 :Lt Slider 2x4 SP_#3 12A:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP_#3 12A:BLOCK LENGTH= 1.500' Lumber grades designated with"12A"use design Maximum Web Forces Per Ply(Ibs) values approved 1/5/2012 by ALSO. Webs Tens.Comp. Webs Tens. Comp. Purlins C-J 316 -108 I-E 741 -341 C-I 741 -341 H-E 316 -108 In lieu of structural panels or rigid ceiling use purlins D-I 115 -188 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 21.00 BC 105 0.00 20.31 BC 105 10.50 10.50 BC 105 20.31 21.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading #1 hip supports 5-0-0 jacks to BC. Left side jacks have 5-0-0 setback with 0-7-4 cant and 0-0-0 overhang.End jacks have 5-0-0 setback with 0-7-4 cant and 0-0-0 overhang.Right side jacks have 5-0-0 setback with 0-7-4 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville, FL 32224-904.821.5200 13450CEANBLVD Ply:1 SEQN:24096/T18/HIPS • Qty: 2 FROM: DRW: T03 Wgt:96.6 lbs ... / ... 11/07/12 6'10"8 _I 9' 1 12' _1 14'1'8 _1 21 6'10"8 2'1"8 3' 2'1"8 6'10"8 -1 =4X4 C=4X4 D 12 A.\2X4 B E,W2X4 61/ % it 0 a in =-3X4(132) -1��- F=3X4(B2) j_ s in m to 11 =3X4 m H 4 =3X4 j 9' I 16„ i I 9' j 9' tos X1,6„ 21' 12' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 G 999 250 A 734 /327 /312 /- /113 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 G 999 250 F 735 /327 /312 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.053 C - - Bearings A&F Fcperp=565psi. NCBCLL:10.00 Mean Height:23.39 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.467 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.148 A-B 536-1178 D-E 528 -990 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 528 -989 E-F 536 -1179 GCpi:0.18 Plate Type(s): C-D 466 -833 Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP_#2_12A Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 12A A-I 977 -392 H-G 833 -261 Webs 2x4 SP_#3_12A I-H 833 -261 G-F 977 -393 Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSC. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-I 262 -343 D-G 357 -189 to laterally brace chords as follows: C-I 354 -189 G-E 262 -343 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.00 TC 24 9.00 9.00 TC 24 12.00 12.00 BC 109 0.06 20.94 BC 109 10.50 10.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-0-10. NOTES: , 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer en Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 LEE 11 El MIMI 1345OCEANBLVD Ply:1 SEAN:24110/T21/COMN Qty:4 FROM: DRW: TO4A Wgt:89.6 lbs ... / ... 11/07/12 67"10 10'6" I 14'4"6 I 21' 6'7"10 3'10"6 3'10"6 6'7"10 C=4X4 T 12 6 V $2X4 B o_ rn 3X4(82) A E=3X4(82) - E 1 =5F7 I 10'6" 10'6" 10,6„ I- 21' • Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 F 999 250 A 689 /331 /307 /- /132 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 F 999 250 E 689 /331 /307 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.038 F - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.417 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.968 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.209 A-B 544-1088 C-D 457 -814 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 457 -814 D-E 544 -1088 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP_#2 12A A-F 900 -398 F-E 900 -398 Bot chord 2x4 SP #2 12A Webs 2x4 SP_#3_12A Lumber grades designated with"12A"use design Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. values approved 1/5/2012 by ALSC. B-F 280 -320 F-D 280 -320 Purlins C-F 515 -303 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.00 TC 24 10.50 10.50 BC 108 0.06 20.94 BC 108 10.50 10.50 Apply purlins to any chords above or below fillers at 24"00 unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. en 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 • • 1345OCEANBLVD Ply:1 SEQN:24155/T41/HIPM Qty: 1 FROM: DRW: 106 Wgt:103.6 lbs ... / ... 11/08/12 7' 14' 21' 7' I 7' I 7' -I B 8 1112X4 1113X4[14] D 12 I T 6 ],../ II o_ 0 e =3X4(82) A 1112X =3X4 3X8[13] 1112X4116] 20'7" 7'1"12 3,4„4 3,6„5 FF 6'11"11 EE • 7'112 I- 10'6" I 14,0„5 I- 21' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 C 999 251 A 691 /310 /332 /- /160 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 C 999 251 E 687 /344 /281 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.028 B - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:22.89 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.611 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.652 A-B 484-1099 C-D 473 -934 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 473 -934 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2_12A Bot chord 2x4 SP #2 12A A-H 905 -510 G-F 908 -508 Webs 2x4 SP_#312A H-G 908 -506 F-E 13 7 Lumber grades designated with"12A"use design values approved 1/5/2012 by ALSO. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-H 207 0 F-D 1046 -530 JT Plate Lateral Chord JT Plate Lateral Chord B-F 212 -173 D-E 374 -657 No Size Shift Bite No Size Shift Bite C-F 305 -434 [13] W3X8 2.50 R 1.25 [14] W3X4 1.25 R 1.75 [16] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.00 BC 100 0.06 21.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24655/T25/SPEC Qty: 1 FROM: DRW: T08 Wgt:114.6 lbs ... / ... 11/08/12 6'9" 10,6„ 14,3„ 21 6,9„ I- 3,9„ I 3,9,. I 6,9„ \1\8X8 I112X4 =6X8 B C D 1- 12 0 s �/ N c; 6X6(Cf 3) w 5X5(C3) 4X4(C3) A - E=4X4(C3) I% - j 8 el 1X3(BP) w 1113X8[8] 8X8 1112X = 4 6'9" 37"4 37"4 610"12 AI' 6'10°12 I- 10,6„ I 14,1'4 I 21' 1 1"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.176 C 999 248 A 3705 /1664 /14 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.333 C 747 248 E 2548 /877 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.092 F - - Bearings A&E Fcperp=565psi. NCBCLL: 10.00 Mean Height:22.82 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.781 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.813 A-B 2498-5720 C-D 2149 -5353 C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 2149-5351 D-E 1672 -4901 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins A-H 5040-2184 G-F 4304 -1443 Bot chord 2x6 SP_SS_Dense_12A to laterally brace chords as follows: H-G 5122-2224 F-E 4294 -1443 Webs 2x4 SP #3 12A Chord Spacing(in oc) Start(ft) End(ft) :Lt Wedge 2x4 SP_#3_12A: TC 24 0.00 21.00 Lumber grades designated with"12A"use design BC 61 0.15 20.85 Maximum Web Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. at 24"OC unless shown otherwise above. Special Loads B-H 2001 -956 G-D 1441 -971 B-G 316 -31 F-D 236 -23 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 75 -105 TC-From 56 plf at 0.00 to 56 plf at 6.75 TC-From 56 plf at 6.75 to 56 plf at 9.79 TC-From 28 plf at 9.79 to 28 plf at 14.25 TC-From 56 plf at 14.25 to 56 plf at 21.00 BC-From 5 plf at 0.00 to 5 plf at 14.19 BC-From 10 plf at 14.19 to 10 plf at 21.00 TC- 173 lb Conc.Load at 13.56,14.19 TC- 397 lb Conc.Load at 14.25 BC- 689 lb Conc.Load at 1.79,3.79,5.79,7.79 BC- 687 lb Conc.Load at 9.79,11.79 BC- 97 lb Conc.Load at 13.56,14.19 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [8] W3X8 S 4.50 Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-11-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epn Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24120/T39/HIPS Qty: 1 FROM: DRW: T10 Wgt:98.0 lbs ... / ... 11/07/12 5'6"2 9'78 i_ 15'5"14 21' 5'6"2 I 4'1"6 1 1'9" I 4'1"6 I 5'6"2 H =4X4 T C=4X4 D 12 6 k'2X4 B E�2X4 v u1 3X4(62) F°3X4(82) Cf.) m . ''I =3X4 =3X4 I H G 1 9'7"8 10' -3X4 9'7"8 9'7"8 1 10,61 21' I 1 F 10'$ 11'4'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 I 999 250 A 689 /329 /310 /- /121 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.104 I 999 250 F 689 /329 /310 /- /- /3 5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.046 G - - Bearings A&F Fcperp=565psi. NCBCLL: 10.00 Mean Height:23.54 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.358 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.182 A-B 566 -1123 D-E 466 -860 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber B-C 466 -860 E-F 566 -1123 GCpi:0.18 Plate Type(s): C-D 452 -716 Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP #2 12A Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 12A Webs 2x4 SP_#312A A-I 940 -431 H-G 716 -228 Lumber grades designated with"12A"use design I-H 716 -228 G-F 940 -431 values approved 1/5/2012 by ALSC. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins B-I 250 -307 D-G 226 -109 to laterally brace chords as follows: C-I 226 -109 G-E 250 307 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.00 TC 24 9.62 9.62 TC 24 11.38 11.38 BC 108 0.06 20.94 BC 108 10.50 10.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-4-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. APE X 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24658/T14/HIPS Qty: 1 FROM DRW: T12 Wgt:61.6 lbs ... / ... 11/08/12 1-. 5' _ 9'3"8 13'10"8 5' 4,3„8 I- 4,7„ H =4X8 =4X4 12 B C T 6 lz. i C 0 D--:-3X4 =3X4(82) ■ A 1113�8(E5) T 1112X4 L 1012 G =3 F4 51"12 3'10"4 410"8 1 5'1"12 I I 9' 13'10"8 'i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.039 G 999 240 A 724 /221 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.077 G 999 180 E 732 /224 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.033 F - - Bearing A Fcperp=565psi. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.429 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.926 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.162 A-B 379 -1205 C-D 362 -1163 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 309-1020 D-E 380 -1201 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 12A Bot chord 2x4 SP #2 12A A-G 1016 -312 F-E 998 -307 Webs 2x4 SP #3 12A G-F 1026 -312 :Rt Slider 2x4 SP_#312A:BLOCK LENGTH= 1.500' Lumber grades designated with"12A"use design Maximum Web Forces Per Ply(Ibs) values approved 1/5/2012 by ALSC. Webs Tens.Comp. Webs Tens. Comp. Puffins B-G 193 -3 F-C 219 -14 In lieu of structural panels or rigid ceiling use puffins B-F 4 -8 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 13.88 BC 120 0.06 13.88 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading #1 hip supports 5-0-0 jacks at left end and 4-7-0 jacks at right end.Jacks have no webs. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville, FL 32224-904.821.5200 1345OCEANBLVD Ply:1 SEQN:24664/T23/SPEC • Qty: 10 FROM: DRW: T14 Wgt:51.8 lbs ... / ... 11/08/12 7'1"12 I 13'10'1 T1"12 6'8"12 ,er 4X4,(81) 'ts, 12 6 - m v I C 3X4 3X4(B2) III3X8(E5) ■ T A ii D T All J� u +z 10'1"2 1112)4 A 7'1"12 I 6,8"12 7'1"12 13'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 C 999 240 A 458 /137 /215 /- /92 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.142 C 999 180 D 453 /136 /208 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.077 C - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.658 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.418 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.336 A-B 288 -628 C-D 580 -831 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: B-C 292 -598 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:12.02.01.0821.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP_#212A A-E 489 -173 E-D 489 -173 Bot chord 2x4 SP_#2 12A Webs 2x4 SP #3 12A :Rt Slider 2x4 SP_#3_12A:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber grades designated with"12A"use design Webs Tens.Comp. values approved 1/5/2012 by ALSC. B-E 230 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 13.88 BC 120 0.06 13.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-1-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Bimini 1345 Ocean Blvd Atlantic Beach 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 E IOUs 1 Of t W r R H VAC RESIDENTIAL HVAC LOADS FILE COPY Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Friday, November 02, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Home Energy Services Elite Software Development,Inc. Jacksonville FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 Page 2 Project Report General Project Info__rmatio n _ 1 Project Title: Bimini 1345 Ocean Blvd Atlantic Beach 32233 Project Date: Friday, November 02, 2012 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams @homebuildingstore.com Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 heck Figures Total Building Supply CFM: 1,917 CFM Per Square ft.: 0.658 Square ft. of Room Area: 2,915 Square ft. Per Ton: 726 Volume(ft3)of Cond. Space: 27,712 uildIn Loads r,.. i Total Heating Required Including Ventilation Air: 39,513 Btuh 39.513 MBH Total Sensible Gain: 42,132 Btuh 87 % Total Latent Gain: 6,024 Btuh 13 % Total Cooling Required Including Ventilation Air: 48,156 Btuh 4.01 Tons(Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads 1 Home Energy Services Elite Software Development,Inc Jacksonville,FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 I --- • Page 3 Miscellaneous Report System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains 1 Input Data _ Dry Bulb Wet Bulb ReLHum ReLHum D ry Bulb Difference_; Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 S stem 2 Upstairs — —�! _,__--- ,-- Y P Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb ReLHum Rel.Hum Winter: Dry Bulb Difference 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizlngln�uts __ — — --_ Main Trunk Runouts —_ Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 _____________ — Winter Summer J_ Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 115 CFM 115 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above GradeVolume: X 27.712 Cu.ft. X 27.712 Cu.ft. 6,928 Cu.ft./hr 6,928 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 115 CFM 115 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration& Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration& Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(61 CFM) Summer Infiltration Specified: 0.250 AC/hr(61 CFM) ---System 2--- Infiltration& Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(54 CFM) Summer Infiltration Specified: 0.250 AC/hr(54 CFM) Duct Load Factor Scenarios for System 2 Attic 1 Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 390 No 1 Return Main Attic 16B 0.15 6 144 No Friday, November 02, 2012, 2:37 PM N. Rhvac-Residential 8 Light Commercial HVAC-Loads Home Energy Services Elite Software Development,Inc. Jacksonville, FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 ---- ------ Page Load Preview Report - - Scope Net Rec ft Sen Lat Net Sen Sys Sys Sys Ton Ton /Ton Area Gain Gain Gain Loss Htg Clg Act Duct CFM CFM CFM Building 4.01 488 623 2,915 42,132 6,024 48,156 39,513 799 1,917 1,917 System 1 183 182 809 1,472 16,384 3203 19,587 21,123 427 745 745 10x15 Zone 1 1,472 16,384 3203 19,587 21,123 427 745 745 10x15 1-Great Room/Dining 777 7285 1,698 8,983 9,485 192 331 331 3-6 2-Kitchen 440 4,614 719 5,333 6,350 128 210 210 2-6 3-Bath 1 48 0 0 0 0 0 0 0 0-0 4-Laundry 42 1,077 159 1236 1,453 29 49 49 1-4 5-Study/Guest 165 3,408 627 4,035 3,835 78 155 155 1-7 System 2 2.38 2.86 504 1,443 25,748 2,821 28,569 18,390 372 1,171 1,171 12x17 Duct Latent 854 854 Zone 1 1,443 25,748 1.967 27,715 18,390 372 1,171 1,171 12x17 6-Hall 204 2278 138 2,416 1,747 35 104 104 0-0' 7-Master Bedroom 369 8,037 783 8,820 6,333 128 366 366 3-7 8-Master Bath 168 1268 135 1,403 1,352 27 58 58 1-4 9-M W/C 19 47 0 47 32 1 2 2 1-4 10-M WIC 126 1,013 101 1,114 1,063 21 46 46 1-4 11-Bedroom 3 203 4,654 275 4,929 2,843 57 212 212 2-6 12-Bath 2 60 148 0 148 100 2 7 7 1-4 13-BR2WIC 39 1,438 120 1,558 1,044 21 65 65 1-5 14-Bedroom 2- 210 5,457 280 5,737 2,756 56 248 248 2-7 15-Bath 3 45 1,410 135 1,545 1,121 23 64 64 1-5 Friday, November 02, 2012, 2:37 PM rh id vac- &Light Commercial HVAC Loads ____ R 1 Home Energy Services Elite Software Development,Inc.liik Bimini 1345 Ocean Blvd Atlantic Beach 32233 1 i Jacksonville FL 32218 F_ge 5 1 Duct Size Preview - - Room or Minimum Maximum' Rough. Design SP Duct, Ductg I Clg Act. i Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room/Dining 450 750 0 0.1 562.7 192 ; 331 3--6 : 2-Kitchen 450 750 0 0.1 534.6 128 y 210 2--6 3-Bath 1 450 750 0 0.1 0 0 17._ ..t 0 0-0 4-Laundry 450 750 0 0.1 561.5 29 v;.;49 49 1--4 5-Study/Guest 450 750 0 0.1 580.1 78 w.1 155 1--7 Other Ducts Supply Main Trunk 650 900 0 0.1 715.6 427 745 10x15 System 2 Supply Runouts Zone 1 6-Hall 450 750 0 0.1 0 35 age 104 0-0 7-Master Bedroom 450 750 0 0.1 456.1 128 11111 366 3-7 8-Master Bath 450 750 0 0.1 660.8 27 1.1111 58 1--4 9-M W/C 450 750 0 0.1 24.4 1 an 2 1-A 10-M WIC 450 750 0 0.1 528.2 21 lin 46 1-4 11-Bedroom 3 450 750 0 0.1 539.2 57 1111111 212 2-6 12-Bath 2 450 750 0 0.1 77 2 11111 7 1--4 13-BR 2 WIC 450 750 0 0.1 479.8 21 65 1-5 14-Bedroom 2 450 750 0 0.1 464.5 56 N 248 2-7 15-Bath 3 450 750 0 0.1 470.4 23 1111111 64 1-5 Other Ducts Supply Main Trunk 650 900 0 0.1 826.9 372 migi 1,171 12x17 Summary System 1 Heating Flow: 427 Cooling Flow: 745 System 2 Heating Flow: 372 Cooling Flow: 1171 Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Home Energy Services - F Jacksonville, FL 32218 Elite Software Development,Inc. Bimini 1345 Ocean Blvd Atlantic Beach P 2�2e J Total Building Summary Loads Component Gain Sen Total Area Sen Gain i Description Quan Loss Gain -- 10D-f: Glazing-French door, double pane low-e glass (e = 120 1,596 Gat 0.10), insulated fiberglass frame, u-value 0.35, 0 2,822 2,822 2 SHGC 0.35 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), high performance, operable window, e=0.05 on 343.8 4,575 0 8 127 8 127 surface 2, any frame, u-value 0.35, SHGC 0.35 10D-f: Glazing-French door, double pane low-e glass (e = 141.6 2,259 0.10), insulated fiberglass frame, u-value 0.42, 0 3,124 3,124 SHGC 0.32 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1342.4 3,469 cavity, no board insulation, siding finish, wood studs 0 1,955 1,955 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 275 1,014 no board insulation, siding finish,wood studs 0 507 507 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 1342.2 4,948 cavity, no board insulation, siding finish, wood studs 0 3,660 3,660 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1485.5 1,805 Floor(also use for Knee Walls and Partition 0 2,568 2,568 Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 16B-19: Roof/Ceiling-Under Attic with Insulation on Attic 72 134 Floor(also use for Knee Walls and Partition 0 191 191 Ceilings),-Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 192 9,908 0 0 insulation below floor, any floor cover, passive, heavy 0 moist soil Subtotals for structure: 29,708 0 22,954 22,954 People: 7 1,400 1,610 3,010 Equipment: Lighting: 0 7,300 7,300 0 0 0 Ductwork: 4,982 854 5,337 6,191 Infiltration: Winter CFM: 115, Summer CFM: 115 4,823 3,770 2,411 6,181 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,520 2,520 Total Building Load Totals: 39,513 6,024 42,132 48,156 heck Figures _ Total Building Supply CFM: 1,917 CFM Per Square ft.: 0.658 Square ft. of Room Area: 2,915 Square ft. Per Ton: 726 Volume(ft3)of Cond. Space: 27,712 uitding Loads Total Heating Required Including Ventilation Air: 39,513 Btuh 39.513 MBH Total Sensible Gain: 42,132 Btuh 87 % Total Latent Gain: 6,024 Btuh 13 % Total Cooling Required Including Ventilation Air: 48,156 Btuh 4.01 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, November 02, 2012, 2:37 PM Rhvac--Residential 8 Light Commercial HVAC Loads Home Energy Services Elite Software Development,Inc. Jacksonville,FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 Lck — - - -- ---- __ ---- - age—, Building Pie Chart - Infiltration 12% Floor 25% Ductwork 13% Building Loss 39,513 Roof 5% '1 Btuh Glass 21% Wall 24% Roof 6% ED Excursion 5% Wall 13% Infiltration 13% Building Gain Ductwork 13% 48,156 Btuh Glass 29% Equipment 15% People 6% _ -J Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Home Energy Services Elite Software Development,Inc. Jacksonville,FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 _ -__ — _ PacZe 8 System 1 Room Load Summary — y __ Room - - - g S I Htg Min Run Run q q g Min Act Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh---Zone 1--- CFM Size Vel Btuh Btuh CFM CFMJ 1 Great 777 9,485 192 3-6 563 7,285 1,698 331 331 Room/Dining 2 Kitchen 440 6,350 128 2-6 535 4,614 719 210 210 3 Bath 1 48 0 0 0-0 0 0 0 0 0 4 Laundry 42 1,453 29 1-4 562 1,077 159 49 49 5 Study/Guest 165 3,835 78 1-7 580 3,408 627 155 155 System 1 total 1,472 21,123 427 16,384 3,203 745 745 System 1 Main Trunk Size: 10x15 in. Velocity: 716 ft./min Loss per 100 ft.: 0.091 in.wg rCooling System Summary _. _-_T __ --_ ____�^ —_T _ [ Cooling Sensible/Latent Sensible Latent Total Tons _ Split ______ Btuh Btuh Btuh Net Required: 1.63 84%/ 16% 16,384 3,203 19,587 Actual: 1.95 75%/25% 17,550 Equipment Data �_,. ` 5,850 23,400 Heating System _ Cooling System J Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC324(A,W)**30 25HBC324(A,W)**30 Indoor Model: CNPV*2417A** Brand: BASE 13 PURON HP BASE 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8 HSPF 13 SEER Sound: Capacity: 47°F: 22,600/ 17°F: 13,600 Btuh 23,400 Btuh Sensible Capacity: n/a 17,550 Btuh Latent Capacity: n/a 5,850 Btuh AHRI Reference No.: n/a 4211040 Friday, November 02, 2012, 2:37 PM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc-.1 Home Energy Services i Jacksonville FL 32218 Bimini 1345 Ocean Blvd Atlantic Beach 32233 j Pa ---- le --- 9_1J System 2 Room Load Summary ---------- Room Ht9 Min Run Run Clg Cig Min Act Area Sens Htg Duct Duct Sens Lat Clg Sys No Name _._____ _-__�SF Btuh CFM Size Vel Btuh Btuh CFM CFM___;---Zone 1--- ---___ CFM 6 Hall 204 1,747 35 0-0 0 2,278 138 104 104 7 Master Bedroom 369 6,333 128 3-7 456 8,037 783 366 366 8 Master Bath 168 1,352 27 1-4 661 1,268 135 58 58 9 M W/C 19 32 1 1-4 24 47 0 10 M WIC 126 1,063 21 1-4 2 2 11 Bedroom 3 528 1,013 101 46 46 203 2,843 57 2-6 539 4,654 275 212 212 12 Bath 2 60 100 2 1-4 77 148 0 7 13 BR 2 WIC 39 1,044 21 1-5 480 1,438 120 65 5 14 Bedroom 2 210 2,756 56 2-7 464 5,457 280 248 248 15 Bath 3 45 1,121 23 1-5 470 1,410 135 64 Duct Latent 64 854 System 2 total 1,443 18,390 372 25,748 2,821 1,171 1,171 System 2 Main Trunk Size: 12x17 in. Velocity: 827 ft./min Loss per 100 ft.: 0.099 in.wg -Coolin S em Summary =___ Cooling Sensible/Latent Sensible Latent Tons _ Total _-__----_- -._ Split Btuh Btuh Btuh Net Required: 2.38 90% / 10% 25,748 2,821 28,569 Actual: 2.50 75% /25% 22,500 7,500 30,000 Equipment Data - ______ Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC330A**50 25HBC330A**50 Indoor Model: CSPH*3612A** Brand: BASE 13 PURON HP BASE 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 47°F: 30,000/ 17°F: 18,200 Btuh 30,000 Btuh Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh AHRI Reference No.: n/a 4211207 Friday, November 02, 2012, 2:37 PM .I.1 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name' Bosco-Bimini-1345 Ocean Blvd Builder Name: Bosco Custom Homes Street: 1345 Ocean Blvd Permit Office: Duval City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3523.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood.Exterior R=19.0 1640.00 ft' b.Frame-Wood.Exterior R=11.0 1608.00 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 275.00 ft' 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1529.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1457.00 ft2 6. Conditioned floor area above grade(ft') 2914 b.Knee Wall(Vented) R=19.0 72.00 ft' Conditioned floor area below grade(ft') 0 c.N/A R= ft2 11.Ducts R ft' 7. Windows(605.4 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main 6 145 a. U-Factor: Dbl,U=0.35 605.40 ft' b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 145 SHGC: SHGC=0.35 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 23.4 SEER:13.00 c. U-Factor: N/A b.Central Unit 30.0 SEER:13.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 23.4 HSPF:7.70 SHGC: b.Electric Heat Pump 30.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.725 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems 8. Floor Types (2914.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1457.00 ft' EF:0.641 b. Conservation features b.Floor Over Other Space R=0.0 1457.00 ft' None c.N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.208 Total Proposed Modified Loads 45.41 PASS Total Standard Reference Loads: 61.51 I hereby certify that the plans and specifications covered by Review of the plans and .•'''�'t8E STg1;••. this calculation are in compliance with the Florida Energy specifications covered by this �,�: ,: `Fpm•;. Code. calculation indicates compliance ;co) ,s.ipr�,.• r. ,•: 1 with the Florida Energy Code. :1-:'+r,,,� t% -:y:.• °, • PREPARED BY: Before construction is completed `,' _ ._ 73 s•DATE: I-.7,-1 'L this building will be inspected for ;t� + .e, yv i compliance with Section 553.908 , r I hereby certify that this building, as designed, is in compliance Florida Statutes = f - with the Florida Energy Code. pD 1.g.•.•• OWNER/AGENT:- __ BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist -Heat sys#1 may be undersized. Size of 23.4 was increased to 25.3 for simulation. Please review the Manual J8 report. 11/2/2012 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Bosco-Bimini-1345 Ocean B Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2914 Lot# Owner: Total Stones: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 1345 Ocean Blvd Permit Office: Duval CrossVentilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1457 14570 2 Block2 1457 13113 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Main 1457 14570 Yes 4 1 1 Yes Yes Yes 2 2nd Floor 1457 13113 No 1 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 192 ft 0 1457 ft2 ____ 0.3 0 0.7 2 Floor Over Other Space 2nd Floor ____ ____ 1457 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1629 ft2 364 ft2 Medium 0.96 No 0.9 No 0 26.6 V ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1457 ft2 N N 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING V # Ceiling Type Space R-Value Area Framing Frac _ Truss Type _ 1 Under Attic(Vented) 2nd Floor 30 1457 ft2 0.11 Wood 2 Knee Wall(Vented) 2nd Floor 19 72 ft2 0.11 Wood WALLS V Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Typp Space R-Value Ft In Ft In Area R-Value Fraction Absor Grade% 1 W Exterior Frame-Wood Main 19 27 0 10 0 270 ft2 0 0.8 0 2 N Exterior Frame-Wood Main 19 30.5 0 10 0 305 ft2 0 0.8 0 3 S Exterior Frame-Wood Main 19 59 0 10 0 590 ft2 0 0.8 0 4 N Garage Frame-Wood Main 11 11.5 0 10 0 115 ft2 0 0.8 0 5 S Garage Frame-Wood Main 11 16 0 10 0 160 ft2 0 0.8 0 6 E Exterior Frame-Wood Main 19 30 0 10 0 300 ft2 0 0.8 0 7 N Exterior Frame-Wood 2nd Floor 11 29.5 0 6 0 177 ft2 0 0.8 0 8 W Exterior Frame-Wood 2nd Floor 11 21.5 0 9 0 193.5 ft2 0 0.8 0 9 N Exterior Frame-Wood 2nd Floor 11 30 0 9 0 270 ft2 0 0.8 0 10 S Exterior Frame-Wood 2nd Floor 11 60.5 0 9 0 544.5 ft2 0 0.8 0 11 E Exterior Frame-Wood 2nd Floor 11 30 0 9 0 270 ft2 0 0.23 0.8 0 12 N Exterior Frame-Wood Main 19 10 0 10 0 100 ft2 0 0.23 0.8 0 13 E Exterior Frame-Wood Main 19 7.5 0 10 0 75 ft2 0 0.23 0.8 0 14 W Exterior Frame-Wood 2nd Floor 11 12 0 9 0 108 ft2 0 0.23 0.8 0 15 E Exterior Frame-Wood 2nd Floor 11 5 0 9 0 45 ft2 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.35 80 ft2 8 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.35 0.35 36 ft2 1 ft 0 in 10 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.35 36 ft2 1 ft 0 in 10 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.35 12 ft2 1 ft 0 in 10 ft 0 in None None 5 N 12 Vinyl Low-E Double Yes 0.35 0.35 21.60000 7 ft 0 in 1 ft 0 in None None 6 E 13 Vinyl Low-E Double Yes 0.35 0.35 40 ft2 6 ft 0 in 1 ft 0 in None None 7 E 6 Vinyl Low-E Double Yes 0.35 0.35 18 ft2 1 ft 0 in 10 ft 0 in None None 8 E 6 Vinyl Low-E Double Yes 0.35 0.35 18 ft2 1 ft 0 in 10 ft 0 in None None 9 N 2 Vinyl Low-E Double Yes 0.35 0.35 36 ft2 1 ft 0 in 1 ft 0 in None None 10 N 7 Vinyl Low-E Double Yes 0.35 0.35 12 ft2 1 ft 0 in 1 ft 0 in None None 11 W 8 Vinyl Low-E Double Yes 0.35 0.35 12.90000 1 ft 0 in 1 ft 0 in None None 12 N 9 Vinyl Low-E Double Yes 0.35 0.35 30 ft2 1 ft 0 in 1 ft 0 in None None 13 W 14 Vinyl Low-E Double Yes 0.35 0.35 80 ft2 8 ft 0 in 1 ft 0 in None None 14 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 15 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 16 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 17 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 18 E 15 Vinyl Low-E Double Yes 0.35 0.35 40 ft2 6 ft 0 in 1 ft 0 in None None 19 E 11 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 20 E 6 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 21 N 7 Vinyl Low-E Double Yes 0.35 0.35 30 ft2 1 ft 0 in 1 ft 0 in None None 22 W 8 Vinyl Low-E Double Yes 0.35 0.35 12.90000 1 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 280 ft2 280 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2293.04 125.884 236.744 0.28439 4.96992 HEATING SYSTEM # System Type Subtype _ _ Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 23.4 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 30 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 23.4 kBtu/hr 702 cfm 0.75 1 sys#1 2 Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Main 0.59 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 ft2 DUCTS ----Supply---- ---Return Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Main 6 145 ft2 Main 35 ft2 Default Leakage Main (Default) (Default)% 1 1 2 Attic 6 145 ft2 2nd Floor 35 ft2 Default Leakage 2nd Floor (Default) (Default)% 2 2 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling "Jan Feb • Mar " 'Apr May ri Jun Jul Au ri Se Oct Nov Dec Heating ;X)Jan Feb X Mar Apr l May Jun n Jul n Au Sep s Oct f X"Nov IX)Dec Venting .Jan " Feb )C Mar [X Apr [ Ma Jun Jul Aug Se Oct X Nov Dec ThermostatSchedule: 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 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 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: 1345 Ocean Blvd PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY- See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. 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 boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system, Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11/2/2012 3 22 PM EnergyGauge®USA-FlaRes2010 Section 405.4-1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 1345 Ocean Blvd, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1640.00 ft2 b.Frame-Wood,Exterior R=11.0 1608.00 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=11.0 275.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1457.00 ft2 6. Conditioned floor area(ft2) 2914 b. Knee Wall(Vented) R=19.0 72.00 ft2 c. N/A R= ft2 7. Windows** Description Area ft2 11.Ducts R ft2 a. U-Factor: Dbl,U=0.35 605.40 ft a.Sup:Main,Ret:Main,AH:Main 6 145 SHGC: SHGC=0.35 b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 145 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 23.4 SEER:13.00 SHGC: b.Central Unit 30.0 SEER:13.00 d. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency a. Electric Heat Pump 23.4 HSPF:7.70 Area Weighted Average Overhang Depth: 3.725 ft. b.Electric Heat Pump 30.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems ft2 a.Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1457.00 ft EF:0.59 b.Floor Over Other Space R=0.0 1457.00 ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building :.'''•.ENE ST Construction through the above energy saving features which will be installed(or exceeded) �`. ATF '. yy :..• ��. in this home before final inspection. Otherwise, a new EPL Display Card will be completed :'k�; ` •.�' .�, based on installed Code compliant features. ' :,, °"�o' Builder Signature: Date: x '�,. y` o ¢;' * • * f tr Address of New Home: City/FL Zip: ..A; � . - Con .. *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Bosco-Bimini- 1345 Ocean Blvd Builder Name: Bosco Custom Homes Street: 1345 Ocean Blvd Permit Office: Duval City,State,Zip: Atlantic Beach , FL ,32233- Permit Number Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace _ Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software EVALUATION REPORT OF METAI. SALES MANUFACTURING CORPORATION `29 GA. CLASSIC RIB PANEL' FLORIDA PRODUCT APPROVAI, FL 14645.8-RI ROOFING METAI, ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, K ' 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.l)., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) %%0'50C. KA(/ '", N`%` •G E N S F 074, No 62240 • Report No. C1800-33 = * ; • Date: 12.9.11 ,o: ;W• 7. 9•.. STATE OF t • ` R • i+uii►t \2 .c-1 ,\∎ t Fl. 14645.8-R I C1800-33 12.9.11 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Classic Rib Panel Description: 36" wide coverage with (5) 3/4" high ribs Materials: Min. 29 ga., 80 ksi steel or min. 26 ga., 50 ksi steel Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB for new and existing constructions. Designed and installed as per FBC 2010. Deck Attachment: 8d x 2.5" long ring shank nails or #8 x 2" long wood screws L 6" o.c. in the plywood field and edges New Underlayment: Minimum underlayment as per FBC 2010 Section 1507.4.5. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2010 Section 1507.4.2 Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 135.0 psf(a) fastener spacing of 6" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends L 5.5"-3.5"-5.5" o.c. across panel width At intermediate (cu 9" o.c. across panel width with two fasteners at each sidelap. Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) 'Uplift Resistance of Roof Assemblies' & UL 1897-98 `Uplift Tests for Roof Covering Systems' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein has demonstrated compliance with FBC 2010 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2010 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity • FL 14645.8-R1 Cl 800-3 3 12.9.11 Page 3 of 3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2010 Section 1505 and current approved roofing materials directory or ASTM E 108/U1.790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test Reports PRI Construction Materials Technologies MS MC-009-02-01.02, Reporting Date 1/20/11, Revised Date I/21/11 FM 4470 Test Report ENCON Technology Inc. C 1587-2, Reporting Date 5/17/08 r" FLORIDA CCPAMNgtJT OF 40 Business 8 Regulation Professional Re ulati n Y� �t ��III rOBPR NO4e ABOUT Dew DBPR DIVISIONS CONTACT Dew Depar t BC IS Home Log In User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BC IS Site Map Links Search Bustnes 7) Professional !Product Approval '. USER Pubic Use, Peculation Larne-efkers1 ;raa.dl,,a.,,r Prertr,n Anprnvai Morin >Prr ui r-t nr APDhr. sn S,errh >Appliraainn 1 lot>Application Detail CEOF THE FL# FL11267-R4 SECRETARY Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville,TX 75067 (469)549-7031 mark_sawicki@overheaddoor.com Authorized Signature MARK SAWICKI mark_sawicki @overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville,TX 75067 (469) 549-7031 mark_sawicki@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330)763-8091 ccurrenc @wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [I' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Mark A. Sawicki Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2015 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence _ _ _ FLt t 57_Rd_rnT_Trvlapanriance. .0 u I i fvtt Referenced Standard and Year(of Standard) Standout Xmas ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886/1996 2005 ASTM E330 2002 TAS 201/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Fl t t7f,7_04_E,Iniu_ACTM Et996-05 LetterSPal Mf "T ' Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/14/2011 Date Validated 03/31/2012 Date Pending FBC Approval 04/12/2012 Date Approved 06/11/2012 Summary of Products FL# Model, Number or Name Description I -I 11267.1 A. 160/194/195/494/495(Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) •Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 11767_Rd 11 a0a783c pdf Approved for use outside HVHZ: Yes FI 11767_Ra_Q_a10837s pdf Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +28.8/-32.5 Created by Independent Third Party: No Other: Draiwng 410832, 10'0"x 16'0"max. Evaluation Reports El 11767 Ra 4E_11267 F.'al Report Si Of Created by Independent Third Party: No 11267.2 B. 160/194/195/494/495 (Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 11767_Ra 1 a 1 09783s pdf Approved for use outside HVHZ: Yes Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +37/-37 Created by Independent Third Party: No Other: Drawing 410831, 10'0"x16'0"max Evaluation Reports Fl 11267_1:24_nF_11767 Fval Report 51 pdf Created by Independent Third Party: No 11267.3 C. 160/194/195/494/495(Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No F1.11767_17a I1 409783.pdf Approved for use outside HVHZ:Yes FL11767_Ra_II_a10861s pdf Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +25.6/-28.5 Created by Independent Third Party: No Other: Drawing 410861, 16'0"x16'0"max. Evaluation Reports Fl 11767_Ra_11F_11767 Fval Report S1 pdf Created by Independent Third Party: No 11267.4 D. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No • F11126712,1 n_a09783s pdf Approved for use outside HVHZ: Yes Fit 1767_Ra_It_a111cnsl pdf Impact Resistant:Yes • Verified By: Mark A. Sawicki 72613 Design Pressure: +31.8/-35.5 Created by Independent Third Party: No Other: Drawing 411150, 16'0"x16'0"max. Evaluation Reports Fi 11767 Ra nE_11767 Fval Report Si pdf Created by Independent Third Party: No 11267.5 E. 160/194/195/494/495 (Residential), •Thermacore Sectional Garage Door S94/592/596/599(Commerc ial) • Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 I 767 Ra 11_an.978-4c pdf Approved for use outside HVHZ:Yes • Fi 11267 Rd 11_411151s pdf Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +35.7/-40 Created by Independent Third Party: No Other: Drawing 411151, 16'0"x16'0"max. Evaluation Reports Fi 117f 7_Ra_AE 11267 Eual Report Si pdf Third Party: No Created by Independent Th i - 11267.6 F. 160/194/195/494/495 (Residential), Thermacore Sectional Garage Door '594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No FL112f,2 Ra_11_4 9783.pdf Approved for use outside HVHZ: Yes Fi 11767 Ra_11_411157s pdf Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +28.3/-32.2 Created by Independent Third Party: No Other: Drawing 411152, 18'0"x16'0"max. Evaluation Reports arr t4-1.1.1.124=W4=ut,J-LLAXI—CALaLUP-P013.-...?.L.4)CLI Created by Independent Third Party: No _ - - ; 11267.7 G. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions • Approved for use in HVHZ: No Ft ll747_17d j1_‘1097R3S pdi Approved for use outside HVHZ:Yes I=411153s1pa Impact Resistant: Yes Verified By: Mark A. Sawicki 72613 Design Pressure: +31.1/-38.3 Created by Independent Third Party: No Other: Drawing 411153, 18'0"x16'0"max. Evaluation Reports FT 1,F.7_04.AF_11767 Eu.l Pornrt Si pdf Created by Independent Third Party: No 11267.8 H. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ:No F111767_1m_n_aog781s pdf • Approved for use outside HVHZ:Yes Fill 7A7_R4_jt_21108115 pdf Impact Resistant:Yes Fl ii7A7474iTel ng64s pdf Design Pressure: +40/-44.5 Verified By: Mark A. Sawicki 72613 Other: Drawing 410864, 18'0"x8'0"max. Created by Independent Third Party: No Evaluation Reports El 11767_124....AF_11767 Pval Pcp0,1' S1 pdf • Created by Independent Third Party: No 11267.9 I J. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door --- — Limits of Use Installation Instructions Approved for use in HVHZ:No L1126.7R44140qx4.pdf Approved for use outside HVHZ:Yes Flii2F.7_os_rusivics1 pdf Impact Resistant:No Verified By: Mark A. Sawicki 72613 Design Pressure:N/A Created by Independent Third Party: No Other:Drawing 410715, 10'0"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. El 767_R4ec_11267 Esraf-Deport Si pd i Created by Independent Third Party: No 11267.10 K. 160/194/195/494 E/495(Residential) Thermacore Sectional Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No Fi 1126717d_p_4097815 pelf Approved for use outside HVHZ:Yes Flil7A717.1_11.211013Cs1 riff Impact Resistant:No Verified By: Mark A. Sawicki 72613 Design Pressure:N/A Created by Independent Third Party: No Other:Drawing 410135, 10'0"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. Fl 11767_Raiir_11247 Deport Si pelf Created by Independent Third Party: No 11267.11 L. 160/194/195/494/495 (Residential) 1 Thermacore Sectional Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No E111262=R4=11413a283spdf Approved for use outside HVHZ:Yes Fl 11767_12dii_41117d1c1 Impact Resistant:No Verified By: Mark A. Sawicki 72613 Design Pressure:N/A Created by Independent Third Party: No Other:Drawing 410241, 100"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. ! Fi 11767_Ptl_AF_11267 Fual Repel&C1 prif Created by Independent Third Party: No 11267.12 M. 160/194/195/494/495(Residential) I Thermacore Sectional Garage Door _ . Limits of Use 1 Installation Instructions Approved for use in HVHZ: No E1 11 711444402283spdf Approved for use outside HVHZ:Yes I Verified By: Mark A. Sawicki 72613 Impact Resistant:No Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Drawing 410716, 100"x16'0"max. Reference Construction ! EL112674244E11262acautportslpdf Drawing for Design Pressures. j El 117A7_Pal_AF_410716$1 ruff Created by Independent Third Party: No — •– --- 11267.13 N. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No F'117A7_174_1121097814 pdf Approved for use outside HVHZ:Yes Fl 11247_04_11_410717s pdf Impact Resistant:No ! Verified By: Mark A. Sawicki 72613 Design Pressure:N/A Created by Independent Third Party: No Other: Drawing 410717, 160"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. FLii7F.7_1:24_AF_11267_E.&°apart C.1 pdf ! Created by Independent Third Party: No 11267.14 P. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door - Limits of Use Installation Instructions ,,11•111111MMINIMINO fl1JpI Jr CU rill LI.0 ill � u Approved for use outside HVHZ: Yes E1 11767 R4 II 41071Rs1 prlf Impact Resistant: No Verified By: Mark A. Sawicki 71613 Design Pressure: N/A Created by Independent Third Party: No Other: Drawing 410718, 18'0"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. Created by Independent Third Party: No 11267.15 Q. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No B 11767 R4_II 40978(s pdf Approved for use outside HVHZ: Yes E 112 7 4_11 41 t 1 si4r pdf Impact Resistant:No Verified By: Mark A. Sawicki 72613 Design Pressure:N/A Created by Independent Third Party: No Other: Drawing 411184, 18'0"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. El 11 7c7 P4_nF_I 1767 Fvai Rapnrt Ct pdf Created by Independent Third Party: No jB.rkl Neat fnnrart Its:: 104n North Mnnma Ctraat Tailahaccaa Fl 17794 Phnna•RCf1-4R7-1574 The State of Florida is an AA/EEO employer.Copyright 7n17-7nln Crates of Florida • Privary Ctatamant;;pyre ccihllity C•atamant• Rotund Ctatamagt Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click bete_. 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If) I = i /- I , \ Q /� 1 d 10 . , ,L- O E • / Q., i , . ,,.... ,,,,,, , \ F° \ I ON„,, ,,,/ ,,,,,,,_i Q• / a)Ill In E s ___ n 1 ,,i __..../' .2 v y co W o . o 1 o J on 1 Q E Ir. 1 1HERMA T'Rl1 DOORS Florida Statewide Product Approvals Florida Statewide Product Approval Number Product Description FL1170-R1 Replaced b FL5262 FL 1185-R 1 Replaced by FL5265 FL5262 F Hin ed Doors - General L5262.1 6/8 and 8/0 O.-que and Glazed Classic-Craft FL5262.2 6/8 O que and Glazed Traditions Steel (CS) FL5262.3 6/8 and 8/0 O ague and Glazed Fiber-Classic FL5262.4 6/8 0 ue and Glazed Profiles Steel(PS)and 8/0 Traditions PS)-- FL5262.5 6/8 and 8/0 0..•ue and Glazed Smooth-Star FL5262.6 6/8 and 8/0 O ue and Glazed Steel Doors with Transoms FL5265 — 8/0 Slimline Sliding PatioS''ding Patio boors FL5265.1 6/8 and FL5265 2 618 a nd 8/0 SP[) Slidin. Patio FL5265.3 6/8 and 8/0 Fiber-Classic Slidin Patio FL5265.4 6/8 and 8/0 Smooth-Star Slidin�Patio FL5265.5 6/8 end 8/0 Slimline Sliding Patio with Transoms FL5265.6 6/8 and 8/0 Slimline Sliding Patio-Florida Impact Rated FL5891 FL6993 Florida Impact Rated Fiberglass Doors FL5891.1 6/8 lip ue Fiber-Classic-Florida lm ct Rated FL5891.2 6/8 Opaque Smooth-Star -Florida Impact Rated FL5891.3 6/8 Opaque Classic-Craft - Florida Impact Rated FL5891.4 8/0 Opaque Fiber-Classic-Florida Im ct Rated FL5891 5 8/0 0 que Smooth-Star - Florida Im ct Rated FL5891.6 8/0 Cue Classic-Craft -Florida Im ct Rated FL6993.1 3/6 x 8/0 Opaque Clas is-Craft -Florida Impact Rated FL7186 Repriced by FL7728 FL7347 Replace FL7640 FL7586 8/0 Steel Doors with Impact Lip Lites FL7586.1 X -8/0 Steel Doors with Impact Lip Lites - HVHZ Impact Rated F17586.2 XO/Ox-8/0 Steel Doors wilt, im..ct Lip Lites- HVHZ impact Rated FL7586.3 OXO 8/0 Steel Doors with Impact Li. Lites -HVHZ Impact Rated FL7586.4 XX - 8/0 Steel Doors with Impact Lip Lites - HVHZ Impact Rated FL7586.5 OXXC - 8/0 Steel Doors with Impact Lip Lites- HVHZ Impact Rated FL7627 Re•lac:ed by FL7859 FL7630 8/0 Fiberglass Doors with Impact Lip Lites FL7630 1 X-8/0 Fiberglass Doors with Im act Lip Lites- Florida Impact Rated FL7630.2 XO/OX_ 8/0 Fiberglass Doors with Impact Lip Lites- Florida Impact Rated 1 631 tit 1I lo dC' t' -, ,c t R _�FL7630.3 : - rL OXO 8/0 Fiber lass Doors with Irn XX - 8/0 Frber•►ass D Pact Lip tiles F orida Im act Ratea— FL 7630.4 XX 3 - 3/0 Fibe oOrs w:h Im.at Li. Liles - Florida Impact Ra .FL7640 •jars Doors with Impact Lip Lies - Florida lm. p act Rated FL7sao. 6/8 Fiber.lass Doors with Impact Li FL 7640.? X- 6/8 Fiberglass Doors with Im act Li. p P Liles _ __ )' 'cx -6/6 Fiber.lass Doors with lm.a t'Li• tes idFl Florida Impact Rated FL 7040.3 OXO-6/8 Fiberglass Doors with Im ' t___ `FL764p4 XX - 5/8 Fiberglass Doors with I • pact Li. Lites - Florida Im Im act Li. Lites Florida- Impat Rattled FL7540. - CiXXp-6/8 Fiber•lass Doors with Impact Lip Liles - Florida lm•a ' [F'L7728 ct Rated FL7728 1 X -6/8 Steel Doors with,8 paceLip Liters- HVHZIm,at Lip Liter _ FL7728 Xf�/OX -6/8 Steel Doors Rated FL 277FL 277 g 3 ors with Impact Lip Lites - HVHZ lm•act Rated O.KO-6/8 Steel Doors with Impact Li. Liles- HVHZ Impact Rated FL7728.4 = XX-6/8 Steel Doors with Impact Li. Lites-HVHZ FL7728.5 OXXO -6/8 Steel Doors with Impact Li p s- HVHZ Im Lites Hp Rated FL7730 pact Rated FL7730.1 6/8 Opaque Impact Rated Fiber. lass Doors X - 6/8 Arch To• O.a•ue Fiberglass Doors-HVHZ lm•act Rated FL7730.2 X -6/8 O ue Fiber lass Doom- HVHZ Im FL7730.3 XC/OX-6/8 Opaque Fibers lass pact Rated FL7730.4 OXO-6/8 O a ue Fiber lass Doors HVHZ Im •act Rated FL7730.5 XX-6/8 Opaque Fibe lass Doors -HVHZ Impact Rated Rated FL7730.6 ----- OXXO-6/8 0.-•ue Fiber.lass Doors- HVHZ Impact Rated FL7731.1 8/0 Opaque Impact Rated Fiberglass Doors X -3/6 x 8/0 Round Toe O•a•ue Classic-Craft Doors -HVHZ Im•at Rated FL7731.2 X - 3/6 x 8/0 O•aque Classic-Craft Doors-HVHZ Impact Rated FL7731.3 XO/OX- 3/6 x 8/0 Opaque Classic-Craft Doors-HVHZ Im•- FL7731.4 OXO -3/6 x 8/0 O•a.ue Classic-Craft Doors - HVHZ Impact Rated d X -&0 0.a.ue FC and SS Doors-HVHZ lm'act Rated FL7731.6 XO/OX- 8/0 O•a.ue FC and SS Doors- HVHZ lm•act Rated OXG-8/0 Opa.ue FC and SS Doors -HVHZ Impact Rated FL7731.8 XX - 8/0 O•a•ue FC and SS Doors- HVHZ Impact Rated FL7731.9 OXXD- 8/0 O•a•ue FC and SS Doors - HVHZ Impact Rated iminniximumi XO/GX Hin ed off Mull-6/8 Tru-p fens Pa ose Patio IIIIIIIENEEuu XO/OX Hinged off Jamb-6/6 Tru-Defense Patio XX-6/8 Tru-Defense Patio XO/OX Hin ed off Mull- 8/0 Tru-Defense Patio X0/0.K Hin ed off Jamb - 8/0 Tru-Defense Patio FL7752.6 XX- E/0 Tru_Defense Patio FL7859 8/0 Fiberglass Doors with Impact Flush Glazed Lites FL7859.1 X - 8/C FC and SS Doors with Im•act FL7859.1 XO/O);- 8/0 FC and SS Doors with Flush pact FlusheGlaz d Lites -Floridac pact Rated FL7S59 1 0X0 -8/0 FC and SS Doors with lm'act Flush Glazed Lites - Florida Impact Rated FL7859.1 XX - 810 FC and SS Doors with Impact Flush Glazed Lites - Florida Impact Rated FL7859.1 OXXO-8/0 FC and SS Doors with Impact Flush Glazed Lites - Florida lm•_ct Rated �b .':ifh:=c4ht+r. 9.'. :::11 TiL- R.'ic,ii d: 1 `IlI�Ci :_ THERMA a Doak; Pre-hung High Wind Velocity Unit Installation Instructions 6 -, —`, 6 s-I-,;_ 6" Installati - -h — _t_____" i ;L =r —3. �, e''_1 Ins a 7—S- ' ;I l l • ' !r. ' (' T1 SPn:.c 11- it 01 Evtmiy II +II h---7 r- ;1 �t E 1I ,1 i 1 ,� r r �j -!I -I, II_ � 4i p. I Y I f, it I I I II - ,_ 6 -.--d-I I I : c 1 1 -� ti6-L c s"� I I 6" -6 r ¢ 3--I I-- - /F. —6`I-- 3" SINGLE DOOR u 6 --r -_ 6" 6" -� DOUBLE DOOR " T 1Ili r1 I • If' II rI IIs1r. 6"1 I� `i1 �1 I• ICI a !6' II� i'r`r iEE_ �; Mh h' SPxe ' i1 IIi YI !�I% ,11 Evc�ly ill ii 1. 11„r ;! -ai -;_II_ Zia I � pl 6" rl I I II f I ! I 1 1 - ---�- I f_J 4.4 .- 11 11 I1 6° 5"-1 r- -6. 6 --1 M 3" 6ti , i--.3- 3" - 1--6" _ 6'•-1 L .. DOUBLE DOOR W/SIDEIIT'ES �U —3" 6^ tt- - i 1j F -I;I--L a I If I I I l.4 16" •i I 7 1' �' I y J __T tilt it pace il (I fl Spar:. , I' Evenly 16- I I� 1 _;f i'' I 11'I N) I' IIII' H iii -1 Ii- 11! I cli' 11 6 ii. 1 I,_ !It �i+-� 6� 6 I I I i I ' I i iI�:. I SINGLE DOOR W/SIDDSCE SINGLE DOOR W;SIDELITE Product Ma n u a l August 2005 SITE 1 1.15 Installation Instructions k3:'El1 3r,t7d del •:,NIlOdv:' S«c� A' L ' A AAMA 7.147 CERTIFICATION PROGRAM(Validator/Operations Administrator) AUTHORIZATION FOR PRODUCT CERTIFICATION Simonton Windows 1 Cochrane Ave. Pennsboro,WV 26415 Attn: Patricia Robison The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1.The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA/WDMA/CSA 101/I.S.2/A440-05 RECORD OF PRODUCT TESTED H-R50*-914x2438(36x96) COMPANY AND PLANT LOCATION CODE SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION Simonton Windows-Pennsboro,WV SIM-1 43-17 SH FRAME SASH (PVC)(O/X)(IG&OG) Simonton Windows-Paris,IL SIM-2 914 mm x 2438 mm 857 mm x 705 mm Simonton Windows-McAlester,OK SIM-4 (INS GL)(MODIF)(REINF)(TILT)(ASTM) (3'0"x 8'0") (2'10"x 2'4") 2,This Certification will expire July 27,2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 89922.01-501-47 Date of Report: September 9,2009 Validated for Certification A ' j , ,4 A ted Laboratories, Inc. Authorized for Certification Date: September 10,2009 A '� s Cc: AAMA � JGS Americ /1„:',e)chitec ural Man�acturer ssociation ACP-04 (Rev.8/06) DATE: 11/26/12 PLAN REVIEW CXRRECPI(NS REPORT PACE 1 CITY OF ATLANTIC BEACH 800 SEN]K)IE RED ATLANTIC BEACH FL 32233 APPLI(YTIC:N NBR . . : 12-00001728 ADDRESS • 1345 C CEAN BLVD APPLICATION DATE . : 11/20/12 APPLIC ITICN TYPE . . : SINCTE FPNIILY RESIDENCE GNER • LINDLEY TOLBERT FFSIGQ INC 465 BEACH AVE ATLANTIC BEACH FL 32233 OCNIRACICR • BOSCO BUILDING CCNTRACICRS 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 PAGENCY NAME: PLANNING & ZCN1NG DATE ACTICN ACTION BY l 11/26/12 DISSAPPt3JED - 1ST REVIEW ERIKA HALL TREE REM3JAL FFC4 SUBJECT PROPERTY FOR CICV.STRKTICN OF NEW SER IS (DJERED BY TREE PER'IIT #12-00100040; 'TREE REMT AL FR�I ADJACENT FROPEE S FOR CCNSPRUCPICE OF NEW SEE CE / SUBJECT PROPEC=Y IS A CIVIL MATTER TO BE RESOLVED WITH ALITPCENT PROPERTY (TREE) aNERS. �EifSlt PEARLS PALE A-1 (=CND EICCR PLAN) AND FJFVATICNS PACE A-3 (RICA-1T ELEVATION): SFI2 ICN 24-172(0) (1)a APPLIES. w / SECCN -AND THIRD-SICRY EXTERICR SIDE WALLS, WHICH EXCEED v THIRTY-FIVE (35) FEET IN LENGTH, SHALL PROJIIE HCRIZCEIAL OFFSETS OF AT LEAST FOUR (4) FEET, CR ARCHITECTURAL DETAILS, TFSIGN FT FMFNIS CR OTHER FEATURES, WHICH SERVE 10 ,trfr> BREAK UP THE APPEARANCE ALUP= PROPERTIES ARE NOT T FACED ICN THE SIDE BY PLANK TWO- OR THREE-SICRY WALLS WID OF ANY ARCHITECTURAL IFSIGN OTHER T H A N SIDING M A T E R I A L CR WINECES."J 9J - FIL E COPY , 7 S CITY OF ATLANTIC BEACH r) PUBLIC UTILITIES v 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 1:.1.01119\ (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 1/_Z!,/LProject Address: /3 c/ 5 Q��q-,k.) 1.3/vr) No. of Units: ( Commercial esidenti ✓ Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer f(/}GtS/7 Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /Z — /7 Z 8 42 Water System Development Charge $ � � ��'�`� �� Sewer System Development Charge $ PIMkt-t Water Meter Only $ Q Water $ �% /vd LS-X.ater Meter Tap (notes) Sewer Tap $ `� • Cross Connection $ Other $ TOTAL $ APPROVED: O�wyc/ (Utility Director or thorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED NOTICE OF COMMENC Doc#2012263693,OR BK 16152 Page 2440, e,,;,„�,..�y+�5!d�'^Vst4!'i:�`�� ':• tuber Pages: 1 ” .des corded 11/20/2012 at 12:35 PM, 'JM FULLER CLERK CIRCUIT COURT DUVAL Permit No. /a 17.V e' HLE 0 p OUNTY Tax Folio No. ECORDING$10.00 THE UNDERSIGNED hereby gives notice that improvements will bem de fo certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. f I.Description of property h (legal description): f E rl. . h✓ I 40 �a)Street(job)Address: 4L5 `'- � 2.General description of improvements: caner Information // ,' -� ----- -- - -- -- a)Name and address: UND( k& r ` ��5 _ A• ` ,Qtd/ k /Z/�� b)Name and address of fee simple titleholder(if other than owner) [u C '7 A- c)Interest in property may. !n�l' -e 4.Contractor Information a)Name and address: Bhp 231,f/di �, �,�_ Y5 di �r•• / a(32233) b)Telephone No.: — /04- ay1 -O3o-.0 Fide No.(Opt.) 1041- /-D3a,, 5.Surety Information a)Name and address: b)Amount of Bond: c)Telephone No.: 74-Fax No.(Opt.) 6.1,ender a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a)Name and address: b)Telephone No.: Fax No.(Opt.) S.1n addition td'himself,owner designates the fol 7 pers• to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: I a)Name and address: b)Telephone No.: I Fax No.(Opt.) 9.Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE 0 'COM• •, CE ENT. I S'1'A•1'k OY YWKIAA('OIINTY(Yow,L. 10. 141 Si•nalum o Ow.•r or c wrx;r s uthor .. OIiiicer/Oiroelor/Palliser/Manager �/Prin • .n The foregoing instrument was acknowledged before me this /day of Ajayy?,n ,20/a ,by Cl/l/[)I-E- ) /'-L-62T as QGO _ (type of authority,e.g.officer,trustee, attorney in fact)for /3116 a('fj t i OW 33)(name of party on belt el). Personally Known ■/ Notary Signature ` ' Peg Type of Identification Produced _- �/". -_ Namc(print) / I,q / '/4/ - -- OR Verification pursuant to Section 92.$25, Florida Statutes. Under penalties of perjury, Clare • at 1 h • cad the foregoing and that the facts stated in it •re r t ,- • • ief. 44 `,,,,' MARIA PIMIENTA i I ORMS/N .v OC. ,dZoI, i \ • Notary Public•State of Florida %� My Comm.Expires Jan 26,2015 'i+;nalur, of ' lur?II I' ,•or . nr(in line 11 10)A ye $' Commission#EE 59060 \ IATE: 11/26/12 PLAN REVIEW CORRECTICNS REIN PALE 1 CITY OF ATLANTIC BEACH 800 SFM[NDIE ROAD ATLANTIC BEACH FL 32233 APPLICATION NRA . . : 12-00001728 PEERESS • 1345 OCEAN BLVD APPLICATICN DATE . : 11/20/12 APPLICATION TYPE . . : SINGE FAMILY RFSII;IIVCE CWNER • LINDLEY TOtBERT DFSICIN INC 465 BENCH AVE ATLANTIC BEACH FL 32233 Cc • BOSCO BUILDING CCNTRFGIt s 2158 NIWYFCPT RD. ATLANTIC BEACH FL 32233 ACE<VCY NAME: PLANNING & 7JONING DATE ACTION ACTION BY 11/26/12 DISSAPPRJ ED - 1ST REVIEW ERIKA HALL TREE REMOVAL FROM SUBJECT PROPERTY FOR OCNSIRICTICN OF NEW SFR IS COVERED BY TREE PERMIT #12-00100040; TREE REMJJAL FROM ADJACENT PROPERTIES KR CSO\ISIFIrTICN OF NEW SFR CN /SUBJECT PROPERTY IS A CIVIL MATTER TO) BE RESOLVED WITH ADJACENT PROPERTY (TREE) O NERS. rFICJCI2 PLANS PALE A-1 (SE ND FLI 2 PLAN) AND ELEVATIONS PACE A 3 (RIG TT ELEVATION): SECTION 24-172(c) (1)a APPLIES. "SECOND-AND THIRD-SIB E TERICR SIDE WALLS, WHICH EXCEED THIRTY--FIVE (35) FEET IN LENGTH, SHALL PROVIIE HORIZONTAL OFFSETS OF AT LEAST FOUR (4) FEET, CF.AEA IITECIURAL DETAILS, EFSIGN ELEMENTS N TS CR OMER FEATURES, WHICH SERVE TO J ! BREAKUP THE APPEARANCE OF THE SIDE WALL, SUCH THAT ADJACENT FROPERIIFS ARE NCTT FACED ON THE SIZE BY BLANK TWO- OR THREE-STORY WALLS VOID OF ANY AR EIITEL;TURAL TF'SIGN OIHER THAN SIDING MATERIAL, CR WINIZWS."J o Ix o� v, a n =t o o a b — tv a\ v, w Q- P o 0 n a '. ' N fD O co O - a t/1 `! 'c • 0 a • a. 0 po 3'ZS Z Cr, °q ►- c O Cr o. = O o n z , ccD va Q - C cD ; 'J n A) '. a. w 0 N I o - = am\ M - j C. A;•y z' ')') , ‘ I $1 CT • . : " co ril rii IIH' n-<a C- a 11111111117 1111111 o - n 1 ! a. o-I O a �. Z tU _ )I4 ® F V 9°GK: ayy•t i ,r n ;-kmi Ci7 n - W N --' O �O oo �1 Ch VI w N --• O ,.,j -.l 9N Vi W N Z" 7Q J CA ►C O d 'b n n 7o to - 4 7: p m 7cJ n t o Y C o O 0 a 0 n cn o n co O -i c� ,-, ` A v co y o 0 0 4 c r P ti et 4 c b '-> o R. c 2. d et y A ('' 1 t• Az 0 0 0 .'y y A I t- 0 1 4t I • C' O 5 a Ora. N • z m a o • O O C n �' , ' a.Ch5 C19 C9 1.11P114 >a z -� z z g co PO CD g O o o b L, a . DS CD�� Z < ol ..*.\ g U 0 C 14 o CA p 4 0, O a \ cD < = co AD ,N,, t..„ V E. 0 :-, s4. p.o, .4 (TQ '+ O c�D CA a- 5"C b 1?1 ■ CD 0 CD .1 O 0 O C o CD 4 co �. a C7 a cm co' ri o o. _ ao C 0 ccoD m a C a4 Ca. — \\ N -■ •C � \` R y 'C Cl)■ CCD OC ■ \1" C `Z' 0 CD co CD 0 Cr o 4 to o C„ .� • co Q, O a o CD C' O 0 v' A cD A'+ CD o' a 1* 0 o CD o N co C co CA P FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name• Bosco-Bimini-1345 Ocean Blvd Builder Name: Bosco Cus ,: Homes Street: 1345 Ocean Blvd Permit Office: Duval " ' City,State,Zip: Atlantic Beach,FL,32233- Permit Number: ' it Owner: Jurisdiction: 261300 , FILE 4 Design Location: FL,Jacksonville l,,; • •. _. - rs 1 ats4 1' 1. New construction or existing New(From Plans) 9. Wall Types(3523.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood.Exterior R=19.0 1640.00 ft' b.Frame-Wood,Exterior R=11.0 1608.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 275.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1529.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1457.00 ft2 6. Conditioned floor area above grade(ft2) 2914 b.Knee Wall(Vented) R=19.0 72.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft= 11.Ducts R ft2 7. Windows(605.4 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main 6 145 a. U-Factor: Dbl,U=0.35 605.40 ft2 b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 145 SHGC: SHGC=0.35 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 23.4 SEER:13.00 b.Central Unit 30.0 SEER:13.00 c. U-Factor: N/A ft SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 23.4 HSPF:7.70 SHGC: b Electric Heat Pump 30.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.725 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems 8. Floor Types (2914,0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons EF:0.641 a.Slab-On-Grade Edge Insulation R=0.0 1457.00 W b. Conservation features b.Floor Over Other Space R=0.0 1457.00 ft2 None c.N/A R= fY 15.Credits Pstat Glass/Floor Area: 0.208 Total Proposed Modified Loads: 45.41 PASS Total Standard Reference Loads: 61.51 I hereby certify that the plans and specifications covered by Review of the plans and ;.�0,1'ct}E Sr,�r�•. this calculation are in compliance with the Florida Energy specifications covered by this ti r : s O '• Code. calculation indicates compliance : ..° =,', . with the Florida Energy Code. `• ti's `". .�:� s,��; PREPARED BY < Before construction is completed e u� --•►: :. _ .. DATE: _. L- -1 .- this building will be inspected for compliance with Section 553.908 'ti * , r I hereby certify that this building, as designed, is in compliance Florida Statutes :;••ry with the Florida Energy Code. • COD yyE. F OWNER/AGENT: - ___.___ BUILDING OFFICIAL: 121 9-- DATE: DATE: isc i-/Z - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist -Heat sys#1 may be undersized. Size of 23.4 was increased to 25.3 for simulation. Please review the Manual J8 report. 11/2/2012 3:15 PM EnergyGaugee USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Bosco-Bimini-1345 Ocean B Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2914 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Custom Homes Rotate Angle: 0 Street: 1345 Ocean Blvd Permit Office: Duval CrossVentilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1457 14570 2 Block2 1457 13113 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 Main 1457 14570 Yes 4 1 1 Yes Yes Yes 2 2nd Floor 1457 13113 No 1 3 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter PerimeterR-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge lnsulatio Main 192 ft 0 1457 ft2 ____ 0.3 0 0.7 2 Floor Over Other Space 2nd Floor ____ ____ 1457 ft2 0 0 0 1 ROOF V/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1629 ft2 364 ft2 Medium 0.96 No 0.9 No 0 26.6 VATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1457 ft2 N N 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING V # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1457 ft2 0.11 Wood 2 Knee Wall(Vented) 2nd Floor 19 72 ft' 0.11 Wood WALLS VAdjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type Space R-value Ft In Ft In Area R-value Fraction Abcor Grade% 1 W Exterior Frame-Wood Main 19 27 0 10 0 270 ft' 0 0.8 0 2 N Exterior Frame-Wood Main 19 30.5 0 10 0 305 ft' 0 0.8 0 3 S Exterior Frame-Wood Main 19 59 0 10 0 590 ft2 0 0.8 0 4 N Garage Frame-Wood Main 11 11.5 0 10 0 115 ft' 0 0.8 0 5 S Garage Frame-Wood Main 11 16 0 10 0 160 ft' 0 0.8 0 6 E Exterior Frame-Wood Main 19 30 0 10 0 300 ft2 0 0.8 0 7 N Exterior Frame-Wood 2nd Floor 11 29.5 0 6 0 177 ft' 0 0.8 0 8 W Exterior Frame-Wood 2nd Floor 11 21.5 0 9 0 193.5 ft' 0 0.8 0 9 N Exterior Frame-Wood 2nd Floor 11 30 0 9 0 270 ft' 0 0.8 0 10 S Exterior Frame-Wood 2nd Floor 11 60.5 0 9 0 544.5 ft' 0 0.8 0 11 E Exterior Frame-Wood 2nd Floor 11 30 0 9 0 270 ft' 0 0.23 0.8 0 12 N Exterior Frame-Wood Main 19 10 0 10 0 100 ft' 0 0.23 0.8 0 13 E Exterior Frame-Wood Main 19 7.5 0 10 0 75 ft' 0 0.23 0.8 0 14 W Exterior Frame-Wood 2nd Floor 11 12 0 9 0 108 ft' 0 0.23 0.8 0 15 E Exterior Frame-Wood 2nd Floor 11 5 0 9 0 45 ft' 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.35 80 ft' 8 ft 0 in 1 ft 0 in None None 2 N 2 Vinyl Low-E Double Yes 0.35 0.35 36 ft' 1 ft 0 in 10 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.35 36 ft' 1 ft 0 in 10 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.35 12 ft' 1 ft 0 in 10 ft 0 in None None 5 N 12 Vinyl Low-E Double Yes 0.35 0.35 21.60000 7 ft 0 in 1 ft 0 in None None 6 E 13 Vinyl Low-E Double Yes 0.35 0.35 40 ft' 6 ft 0 in 1 ft 0 in None None 7 E 6 Vinyl Low-E Double Yes 0.35 0.35 18 ft' 1 ft 0 in 10 ft 0 in None None 8 E 6 Vinyl Low-E Double Yes 0.35 0.35 18 ft' 1 ft 0 in 10 ft 0 in None None 9 N 2 Vinyl Low-E Double Yes 0.35 0.35 36 ft' 1 ft 0 in 1 ft 0 in None None 10 N 7 Vinyl Low-E Double Yes 0.35 0.35 12 ft2 1 ft 0 in 1 ft 0 in None None 11 W 8 Vinyl Low-E Double Yes 0.35 0.35 12.90000 1 ft 0 in 1 ft 0 in None None 12 N 9 Vinyl Low-E Double Yes 0.35 0.35 30 ft' 1 ft 0 in 1 ft 0 in None None 13 W 14 Vinyl Low-E Double Yes 0.35 0.35 80 ft' 8 ft 0 in 1 ft 0 in None None 14 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft' 1 ft 0 in 1 ft 0 in None None 15 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft' 1 ft 0 in 1 ft 0 in None None 16 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft' 1 ft 0 in 1 ft 0 in None None 17 S 10 Vinyl Low-E Double Yes 0.35 0.35 15 ft' 1 ft 0 in 1 ft 0 in None None 18 E 15 Vinyl Low-E Double Yes 0.35 0.35 40 ft' 6 ft 0 in 1 ft 0 in None None 19 E 11 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 20 E 6 Vinyl Low-E Double Yes 0.35 0.35 15 ft2 1 ft 0 in 1 ft 0 in None None 21 N 7 Vinyl Low-E Double Yes 0.35 0.35 30 ft2 1 ft 0 in 1 ft 0 in None None 22 W 8 Vinyl Low-E Double Yes 0.35 0.35 12.90000 1 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 280 ft2 280 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2293.04 125.884 236.744 0.28439 4.96992 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 23.4kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:7.7 30kBtu/hr 2 sys#2 COOLING SYSTEM _V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 23.4 kBtu/hr 702 cfm 0.75 1 sys#1 2 Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Main 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- Return-- Air Percent HVAC# V # Location R-Value Area Location Any Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Main 6 145 ft2 Main 35 ft2 Default Leakage Main (Default) (Default)% 1 1 2 Attic 6 145 ft2 2nd Floor 35 ft2 Default Leakage 2nd Floor (Default) (Default)% 2 2 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 • TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling Jan ' "Feb - Mar Apr Ma X Jun [X]Jul Au [X]Se ]Oct Nov Dec Heating Jan )C)Feb X Mar Apr 1 1 May l Jun [ ]Jul 4 Aug [ ]Sep _ ]Oct f X Nov f X]Dec Venting Jan _ . Feb X Mar V Apr [ May [ Jun [ ]Jul [ Aug [ ]Sep X]Oct [X Nov j ]Dec ThermostatSchedule: 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 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 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: 1345 Ocean Blvd PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. 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 boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11/2/2012 3:22 PM EnergyGauge®USA-FlaRes2010 Section 405 4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home. 1345 Ocean Blvd, Atlantic Beach, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 1640.00 ft2 b.Frame-Wood,Exterior R=11.0 1608.00 ft 3. Number of units,if multiple family 1 c. Frame-Wood,Adjacent R=11.0 275.00 ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1457.00 ft2 6. Conditioned floor area(ft2) 2914 b. Knee Wall(Vented) R=19.0 72.00 ft2 7. Windows** Description Area c.N/A R= ft2 2 a. U-Factor: Dbl,U=0.35 605.40 ft2 11. Ducts R ft a.Sup:Main, Ret:Main,AH:Main 6 145 SHGC: SHGC=0.35 b.Sup: Attic,Ret:2nd Floor,AH:2nd Floor 6 145 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 23.4 SEER:13.00 SHGC: b.Central Unit 30.0 SEER:13.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 23.4 HSPF:7.70 Area Weighted Average Overhang Depth: 3.725 ft. b. Electric Heat Pump 30.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1457.00 ft2 a.Natural Gas EF:0.59 b.Floor Over Other Space R=0.0 1457.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ;. ' SHE... •. Construction through the above energy saving features which will be installed(or exceeded) ' 0*. E'O in this home before final inspection. Otherwise, a new EPL Display Card will be completed fad ;,; = n'.. based on installed Code compliant features. °...• ' Builder Signature: Date: '•t-,•. ' . . Address of New Home: City/FL Zip: •.;A, .. ..... . Y CODv. *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Bosco-Bimini- 1345 Ocean Blvd Builder Name. Bosco Custom Homes Street: 1345 Ocean Blvd Permit Office: Duval City,State,Zip: Atlantic Beach , FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software . . s=yi .a,,,,,...rx. . 00. ,n �.ay�e y .c LLPL ' Bimini 1345 Ocean Blvd Atlantic Beach 32233 HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 ElIELSI 121t"111 R HVAC RESIDENTIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Friday, November 02, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 7,1v. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 Pa e 2 Project Report General Project Information Project Title: Bimini 1345 Ocean Blvd Atlantic Beach 32233 Project Date: Friday, November 02, 2012 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241,0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams @homebuildingstore.com Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft, Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures Total Building Supply CFM: 1,917 CFM Per Square ft.: 0.658 Square ft. of Room Area: 2,915 Square ft. Per Ton: 726 Volume(ft3)of Cond. Space: 27,712 Building Loads Total Heating Required Including Ventilation Air: 39,513 Btuh 39.513 MBH Total Sensible Gain: 42,132 Btuh 87 % Total Latent Gain: 6,024 Btuh 13 °A) Total Cooling Required Including Ventilation Air: 48,156 Btuh 4.01 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, November 02, 2012, 2:37 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 lit Page 3 Miscellaneous Report System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 Upstairs Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.250 AC/hr 115 CFM 115 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 27,712 Cu.ft. X 27,712 Cu.ft. 6,928 Cu.ft./hr 6,928 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 115 CFM 115 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(61 CFM) Summer Infiltration Specified: 0.250 AC/hr(61 CFM) ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(54 CFM) Summer Infiltration Specified: 0.250 AC/hr(54 CFM) Duct Load Factor Scenarios for System 2 ] Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MOD 1 Supply Main Attic 16B 0.09 6 390 No 1 Return Main Attic 16B 0.15 6 144 No Friday, November 02,2012, 2:37 PM ♦ • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 _ Page 4 Load Preview Report i Net Rec; ft.' ; Sen 1 Lat Net Sen Hts CIs Act} Duct �P Gain Gain Gain Loss CFM CFM CFMI Size Scope Ton Ton: /Ton Area Building 4.01 4.68 623 2,915 42,132 6,024 48,156 39,513 799 1,917 1,917 System 1 1.63 1.82 809 1,472 16,384 3,203 19,587 21,123 427 745 745 10x15 Zone 1 1,472 16,384 3,203 19,587 21,123 427 745 745 10x15 1-Great Room/Dining 777 7285 1,698 8,983 9,485 192 331 331 3-6 2-1Gb hen 440 4,614 719 5,333 6,350 128 210 210 2-6 3-Bath 1 48 0 0 0 0 0 0 0 0-0 4-Laundry 42 1,077 159 1,236 1,453 29 49 49 1-4 5-Study/Guest 165 3,408 627 4,035 3,835 78 155 155 1-7 System 2 2.38 2.86 504 1,443 25,748 2,821 28,569 18,390 372 1,171 1,171 12x17 Duct Latent 854 854 Zone 1 1,443 25,748 1,967 27,715 18,390 372 1,171 1,171 12x17 6-Hall 204 2278 138 2,416 1,747 35 104 104 0-0* 7-Master Bedroom 369 8,037 783 8,820 6,333 128 366 366 3-7 8-Master Bath 168 1,268 135 1,403 1,352 27 58 58 1-4 9-M W/C 19 47 0 47 32 1 2 2 1-4 10-M WIC 126 1,013 101 1,114 1,063 21 46 46 1-4 11-Bedroom 3 203 4,654 275 4,929 2,843 57 212 212 2-6 12-Bath 2 60 148 0 148 100 2 7 7 1-4 13-BR 2 WIC 39 1,438 120 1,558 1,044 21 65 65 1-5 14-Bedroom 2 210 5,457 280 5,737 2,756 56 248 248 2-7 15-Bath 3 45 1,410 135 1,545 1,121 23 64 64 1-5 Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 Page 5 Duct Size Preview Room or Minimum Maximum Rough Design SP Duct Duct Htg Clg Act. Duct Duct Name VP.Ionity Velocity Factor L/100 Loss Velocity t ength Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room/Dining 450 750 0 0.1 562.7 192 331 3-6 2-Kitchen 450 750 0 0.1 534.6 128 IS 210 2-6 3-Bath 1 450 750 0 0.1 0 0 4-Laundry 450 750 0 0.1 561.5 29 vs 49 1-4 5-Study/Guest 450 750 0 0.1 580.1 78 r;. 155 1-7 Other Ducts Supply Main Trunk 650 900 0 0.1 715.6 427 IFTMI 745 10x15 System 2 Supply Runouts Zone 1 6-Hall 450 750 0 0.1 0 35 104 0-0 7-Master Bedroom 450 750 0 0.1 456.1 128 r; 366 3-7 8-MasterBath 450 750 0 0.1 660.8 27 58 1-4 9-M W/C 450 750 0 0.1 24.4 1 2 1-4 10-M WIC 450 750 0 0.1 528.2 21 A 46 1-4 11-Bedroom 3 450 750 0 0.1 539.2 57 ' 212 2-6 12-Bath 2 450 750 0 0.1 77 2 7 1-4 13-BR2WIC 450 750 0 0.1 479.8 21 65 1-5 14-Bedroom 2 450 750 0 0.1 464.5 56 248 2-7 15-Bath 3 450 750 0 0.1 470.4 23 64 1-5 Other Ducts Supply Main Trunk 650 900 0 0.1 826.9 372 Lis 1,171 12x17 Summary _ System 1 Heating Flow: 427 Cooling Flow 745 System 2 Heating Flow: 372 Cooling Flow 1171 Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 I. Page 6 Total Building Summary Loads Component Area Sen Let Sen Total Description Quan Loss Gain Gain Gain 10D-f: Glazing-French door, double pane low-e glass(e = 120 1,596 0 2,822 2,822 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 343.8 4,575 0 8,127 8,127 high performance, operable window, e=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 10D-f: Glazing-French door, double pane low-e glass(e= 141.6 2,259 0 3,124 3,124 0.10), insulated fiberglass frame, u-value 0.42, SHGC 0.32 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 1342.4 3,469 0 1,955 1,955 cavity, no board insulation, siding finish,wood studs 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 275 1,014 0 507 507 no board insulation, siding finish,wood studs 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 1342.2 4,948 0 3,660 3,660 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 1485.5 1,805 0 2,568 2,568 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 16B-19: Roof/Ceiling-Under Attic with Insulation on Attic 72 134 0 191 191 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 192 9,908 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 29,708 0 22,954 22,954 People: 7 1,400 1,610 3,010 Equipment: 0 7,300 7,300 Lighting: 0 0 0 Ductwork: 4,982 854 5,337 6,191 Infiltration: Winter CFM: 115, Summer CFM: 115 4,823 3,770 2,411 6,181 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,520 2,520 Total Building Load Totals: 39,513 6,024 42,132 48,156 Check Figures Total Building Supply CFM: 1,917 CFM Per Square ft.: 0.658 Square ft. of Room Area: 2,915 Square ft. Per Ton: 726 Volume(ft3)of Cond. Space: 27,712 Building Loads Total Heating Required Including Ventilation Air: 39,513 Btuh 39.513 MBH Total Sensible Gain: 42,132 Btuh 87 % Total Latent Gain: 6,024 Btuh 13 % Total Cooling Required Including Ventilation Air: 48,156 Btuh 4.01 Tons(Based On Sensible+ Latent) Notes . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 Page 7 Building Pie Chart Infiltration 12% Floor 25% Ductwork 13% Building Loss 39,513 Roof 5% Btuh Glass 21% Wall 24% Roof 6% A ED Excursion 5% Wall 13% Infiltration 13% Building Ductwork 13% Gain 48,156 Btuh Glass 29% Equipment 15% People 6% Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 illt Page 8 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Great 777 9,485 192 3-6 563 7,285 1,698 331 331 Room/Dining 2 Kitchen 440 6,350 128 2-6 535 4,614 719 210 210 3 Bath 1 48 0 0 0-0 0 0 0 0 0 4 Laundry 42 1,453 29 1-4 562 1,077 159 49 49 5 Study/Guest 165 3,835 78 1-7 580 3,408 627 155 155 System 1 total 1,472 21,123 427 16,384 3,203 745 745 System 1 Main Trunk Size: 10x15 in. Velocity: 716 ft./min Loss per 100 ft.: 0.091 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.63 84% / 16% 16,384 3,203 19,587 Actual: 1.95 75%/25% 17,550 5,850 23,400 I Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25H BC324(A,W)**30 25HBC324(A,W)**30 Indoor Model: CNPV*2417A** Brand: BASE 13 PURON HP BASE 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8 HSPF 13 SEER Sound: Capacity: 47°F: 22,600/ 17°F: 13,600 Btuh 23,400 Btuh Sensible Capacity: n/a 17,550 Btuh Latent Capacity: n/a 5,850 Btuh AHRI Reference No.: n/a 4211040 Friday, November 02, 2012, 2:37 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Bimini 1345 Ocean Blvd Atlantic Beach 32233 Jacksonville,FL 32218 Page 9 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 6 Hall 204 1,747 35 0-0 0 2,278 138 104 104 7 Master Bedroom 369 6,333 128 3-7 456 8,037 783 366 366 8 Master Bath 168 1,352 27 1-4 661 1,268 135 58 58 9 M W/C 19 32 1 1-4 24 47 0 2 2 10 M WIC 126 1,063 21 1-4 528 1,013 101 46 46 11 Bedroom 3 203 2,843 57 2-6 539 4,654 275 212 212 12 Bath 2 60 100 2 1-4 77 148 0 7 7 13 BR 2 WIC 39 1,044 21 1-5 480 1,438 120 65 65 14 Bedroom 2 210 2,756 56 2-7 464 5,457 280 248 248 15 Bath 3 45 1,121 23 1-5 470 1,410 135 64 64 Duct Latent 854 System 2 total 1,443 18,390 372 25,748 2,821 1,171 1,171 System 2 Main Trunk Size: 12x17 in. Velocity: 827 ft./min Loss per 100 ft.: 0.099 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.38 90% / 10% 25,748 2,821 28,569 Actual: 2.50 75%/25% 22,500 7,500 30,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25H BC330A**50 25HBC330A**50 , Indoor Model: CSPH*3612A** Brand: BASE 13 PURON HP BASE 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 47°F: 30,000/ 17°F: 18,200 Btuh 30,000 Btuh Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh AHRI Reference No.: n/a 4211207 Friday, November 02, 2012, 2:37 PM A• L • I AAMA �i (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Simonton Windows 1 Cochrane Ave. Pennsboro,WV 26415 Attn: Patricia Robison The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests,accompanied by related drawings, by an AAMA Accredited Laboratory. 1.The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA/WDMA/CSA 101/I.S.2/A440-05 RECORD OF PRODUCT TESTED H-R50*-914x2438(36x96) COMPANY AND PLANT LOCATION CODE SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION 43-17 SH FRAME SASH Simonton Windows-Pennsboro,WV SIM-1 (pVC)(O/X)(IG&OG) Simonton Windows-Paris,IL SIM-2 (INS GL)(MODIF)(REINF) 914 mm x 2438 mm 857 mm x 705 mm Simonton Windows-McAlester,OK SIM-4 (TILT)(ASTM) (3'0"x 8'0") (2'10"x 2'4") 2.This Certification will expire July 27,2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 89922.01-501-47 Date of Report: September 9,2009 Validated for Certification A , 4:A_ A .ted Laboratories, Inc. i Authorized for Certification Date: September 10,2009 , , , Cc: AAMA 't.�,.., JGS America i Afchitectural Ma�nuiacture Association ACP-04 (Rev 8/06) l iy ERI\,1, I FILE CO,...,P1 ii ._____________ 1 _ _ - DOORS Florida Statewide Product Approvals pp ovals Florida Statewide Product Approval Number Product Description F11170-R1 Replaced by L5262 -- — -_. _ _ 0 O - _FL 1185-R 1 �R�placed _ ` _FL5262 _Hm a 3oors _ General FL5262.1 6/S and 81 que and Glazed Classic-Craft FL5262.2 6/8 O que and Glazed Traditions Steel(CS) FL5262.3 6/8 and 8/0 O aque and Glazed Fiber-Classic FL5262.4 6/F Opaque and Glazed Profiles Steel(PS)and 8/0 Tradition FL5262.5 6/8 and 8/0 O ue and Glazed Smooth-Star — F15262.6 6/8 and 8/0 0 ue and Glazed Steel Doors with Transoms F15265 FL5265.1 6/8 and 8/0 Slimline Slidin Patio Patio Doors FL5265 2 6/8 and 8/0 SPD Slidin Patio FL5265.3 6/8 and 6/0 Fiber-Classic Slidin Patio FL5265.4 6/8 and 810 Smooth-Star Slidin Patio FL5265.5 _ 6/8 and 8/0 Slimline Slidin Patio with Transoms FL5265.6 6/8 and 8/0 Slimline Slidin Patio Florida Im ct Rated FL5891 FL6993 Florida Impact Rated Fiberglass Doors FL5891.1 6/8 Opaque Fiber-Classic-Florida Impact Rated FL5891.2 6/8 Opaque Smooth-Star -Florida Impact Rated FL5891.3 6/8 O que Classic-Craft - Florida Impact Rated FL5891.4 8/0 Opaque Fiber-Classic-Florida Im ct Rated FL5891 5 8/0 Opaque Smooth-Star -Florida Impact Rated FL5891.6 8/0 Opaque Classic-Craft -Florida Im ct Rated —J FL6993.1 3/6 x 8/0 Opaque Classic-Craft -Florida Impact Rated FL7186 JRePedbYFL7728 FL7347 Replaced by FL7640 FL7586 8/0 Steel Doors with Impact Lip Lites FL7586.1 X -8/0 Steel Doors with Impact Lip Lites - HVHZ Impact Rated FL7586.2 XO/OX-8/0 Steel Doors with Im act Lip Lites - HVHZ Impact Rated t FL7586.3 OXO..8/0 Steel Doors with Impact Lip Lites-HVHZ Impact Rated _ FL7586.4 XX - 8/0 Steel Doors with Impact Lip Lites HVHZ Impact Rated -- FL7586.5 OXXC -8/0 Steel Doors with Im act Li Lites- HVHZ Impact Rated FL7627 Replaced by FL7859 _ FL7630 8/0 Fiberglass Doors with Impact Lip Lites FL7630.1 X- 8/0 Fiberglass Doors with Im act Lip Lites- Florida Impact Rated I FL7630.2 XO/OX -810 Fiberglass Doors with Im act Li Lite - )7 Lites Florida Fbn�a Impact Rated ci ilt.•:''-Ihiii:. .A.- .=!1.1 - T11- :4. ;C., i _ F!_163G.3 — OXp 8/0 Fiberglass _ _ Fl.763 , oors with I pa Lio Liter g/0 Fiber Florida F — --. — - D— L Impact a Im act R 1 —_— FLr`o30 S 0----- 9 ass Doors with Im act Li Lites Florida Impact Rated a — -- ---�_ (DXXO 3/0 Fibe ----- -- 1'-- ---,--__ lass Doors with Im — FL7640 Pact Lip Lites - Florida Im act Rated— — —j 6/8 Fiber lass Doors with Impact Lip Lites FLi6d0.? — �—�-1 %_- __ Fiberglass Doors with _m - Li Liter - Florida !m act Rated 71-21-___- - _ Fl.7640.2 ):O/CX -6/6 Finer• _ � _ _ FL 764C.3 lass Doors with Im. UXO-618 Fiberolass O act Li. Liter - Florida Impact Rated � _ _— Doors with Im FL— 7 0 hX 6/8 Fiberglass Doors wi pct Li Lites Florida Impact Pact Rated — — E-_:.__.----_2_-_- :_ _____ th Im act Li Lites • Floriaa Im — — — CIXXO-6/8 Fiber lass Doors with Impact Lip Liter - Floridapm a t Rated -.-_ IFL7728 — --- FL 8 1 — - — --�8 Steel Doors with Im act Lip Cheer X_-6/8 Steel Doors with Impact Lip Lites- HVHZ Im act Rated ' [ —— FL 77 '8 ? XIDIOX -6/8 Steel D _' — FL 7728.3 — Doors with Im act Lip Liter HVHZ Im act Rated — — -----_ _ _ O.L_- 6/8 Steel Doors with Im — FL7728 4 XX -6/8 Steel Doors with Impact Lip Lites eSHVHZ Impact R Rated 717-728.5 OXXO -6/8 Steel Doors with Im•act Lip Lites - HVHZ Impact ----FL7730 � - pact Rated ` FL773o.1 6/8 Opaque Impact Rated Fiber lass Doors X- 6/8 Arch To O a ue Fit>er lass Doors HVHZ Im act Rated — FL7730.2—`-__ X _6/8 O :----�- FL7730.3 ue Fiber lass Doors- HVHZ Impact Rated pa- XC/OX-6/8 Opaque Fiber•lass Doors- HVHZ Im'act Rated _ FL7 37 0— OXO 6/8 O a ue Fiber lass Doors HVHZ Im ct Retell —' ' FL7FL7 0.5 XX-618 Opaque Fite lass Doors- HVHZ Impact Rated FL7730.6 OXKO-6/8 O.-.ue Fiber•lass Doors Impact Rated FL7731 8/0 Opaque Impact Rated Fiberglass Doors E17731.1 X -:3/6 x 8/0 Round To. O• _ --- FL7731.2 X - 3/6 x 8/0 O ague Classic-Craft Doors-HVHZ pact Rated •ate Rated FL731.3 XO/OX-3/6 x 8/0 Opaque Classic-Craft Doors-HVHZ Im ct Rated ' FL7731.4 OX0-3/6x8100•-- a.— _ FL7731.5 ue Classic-Craft Doors -HVHZ Impact Rated X -€J0 O•a.ue FC and SS Doors- HVHZ Im.act Rated _FL7731.6 XO/OX -8/0 0 a ue FC and SS Doors-HVHZ Impact Rated FL7731.7 OXG-8/0 O a ue FC and SS Doors -HVHZ Impact Rated FL7731.8 XX - 8/0 Opaque FC and SS Doors- HVHZ Im act Rated FL 7731.9 OXXD-8/0 O•a•ue FC and SS Doors - HVHZ Impact Rated — Tru-Defense Patio XO/CX Hin ell off Mull-6/8 Tru-Defense Patio FL7752.2 XO/OX Hinged off Jamb-6/6 1 ru-Defense Patio FL7752.3 XX-6l8 Tru Defense Patio _ __ FL7752.4 XO/OX Hinged off Mull- 8/0 Tru-Defense Patio FL7752.5 XO/0,:� ;gea off Jamb 810 Tru-Defense Ratio FL7752.6 XX - €10 Tru-Defense Patio FL7859 8/0 Fiberglass Doors with Impact Flush Gla m. fed Lites FL7859.1 X -8/C FC and SS Doors with I FL7859-1 act Flush Glazed Liies - Florida Impact Rated XO/0);- 8/0 FC and SS Doors with Impact Flush Glazed Hies - Florida Impact Rated FL7859 1 OXO -8/0 FC and SS Doors with Im•act Flush Glazed Lites - Florida Impact Rated_ FL7859.1 XX - 8!0 FC and SS Doors with Impact Flush Glazed Lites - Florida im•act Rated FL7859.1 OXXO-8/0 FC and SS Doors with Im•act Flush Glazed Lites - Florida Im•-ct Rated • ' ,. iib 1�Rr, 9.. : :ii :'Ii,' , ' :::-:Co d. 1 '- I I 1._Jd'1:1„ :_i. dc, .y THERMAEITRI Pre-hung High Wind Velocity 600123 Unit Installation Instructions • 6"- 4- ' --T- I • ', .•_ I - - _ II , , Evenly I. ,,-- - ' Fetify 1 • r 1 it- r , • ,i i, .1 . , 1 -F- --t. c' , ! 4 • -r - c.! - rt-- • SINGLE 1)00k DOUBLE DOOR --I - -6" 3"-4 _ --1 --H 3" c. 3--t-4 r, 1 q_" 3.•__:_-._ ' 6- 3°1711— T6 I- I III' I I I 4 I, ii ,,l II'.I il 'III r -.1r-----1- r. 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V V I w —_ V ■ /' �� W G Ni. y x .9 r, i: $oV YN ko co co F. X g i 0 I m I a PIORcOA ORPAgfMrM OF Business & Professional Regulation rUBPR oust UBoe 011,ISIONS CONTACT UBPR Ronda Departments BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ' Links Search Busines // y Product Approval Professinai USER:Public User Regulation prnronrt Anprnvai Mann>prneurt no Appuratinn c.arrh>Anpliratinn I let>Application Detail eh(R^',y 4py,'ate�a'.IY ►OFfI EOFTHE FL# FL11267-R4 SEORETARY Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville,TX 75067 (469) 549-7031 niark_sawicki@overheaddoor.com Authorized Signature MARK SAWICKI mark sawicki @overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville,TX 75067 (469) 549-7031 mark_sawicki@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330) 763-8091 ccurrenc @wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Mark A. Sawicki Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2015 0 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received E .- =C01 Go ii Th rho FI f(li p f Certificate of Independence El t 1]F,7 pa Cn1 Indnre^de^cam-sawiclri pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886/1996 2005 ASTM E330 2002 TAS 201/203 1994 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Ar chitect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/14/2011 Date Validated 03/31/2012 Date Pending FBC Approval 04/12/2012 Date Approved 06/11/2012 Summary of Products FL# Model,Number or Name Description 11267.1 A. 160/194/195/494/495(Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) - Limits of Use Installation Instructions Approved for use in HVHZ: No F:11767_1:td_11_anO7RRg pdf Approved for use outside HVHZ: Yes FL 11767_1:2a_IT_a108125 pdf Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure:+28.8/-32.5 Created by Independent Third Party: No Other: Draiwng 410832, 10'0"x 16'0"max. Evaluation Reports El 11767_Ra_AF_11267 Fat Report c1 pdf Created by Independent Third Party: No 11267.2 B. 160/194/195/494/495(Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No F:1 t767_Rd_TT_d097B1s pdf FL1 P67 Pit Pdf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant:Yes Design Pressure: +37/-37 Created by Independent Third Party: No Other: Drawing 410831, 10'0"x16'0" max Evaluation Reports FL11267_Rd_AE_11267 F.,ai Report Si pdf Created by Independent Third Party: No 11267.3 C. 160/194/195/494/495(Residential), Thermacore Secional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Approved for use in HVHZ: No E 11)67_Ra_Tt_a10783c pdf Approved for use outside HVHZ:Yes Mark A. Sawicki 72613 Impact Resistant:Yes Verified By: Design Pressure:+25.6/-28.5 Created by Independent Third Party: No Other: Drawing 410861, 16'0"x16'0"max. Evaluation Reports FL11267_Rd_°F_11267 Fval Report 51 pdf Created by Independent Third Party: No 11267 4 D. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door 594/59 2/596/599(Co nine rc is l) Limits of Use Installation Instructions Fi 11767_Ra_TI_dQ9781S pdf Approved for use in HVHZ: No FL11767 Rd TI d1115RS1 pdf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant:Yes Created by Independent Third Party: No Design t : Drawing Pressure:411150, 35.5 Evaluation Reports Other: Drawing 411150, 16'0"x16'0" max. FL117A7 Ra_°F_117F;7 Fv>l Rap^r+S1 pull Created by Independent Third Party: No 11267.5 E. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions 117F7. .W097-8.3s-pdf Approved for use in HVHZ: FL11767 Rd TT d111S1a/wit Approved for use outside HVHZ:Yes Verified By: Mark A. Sawicki 72613 Impact Resisant:Yes Created by Independent Third Party: No Design t : Drawing Pressure: 1 5,7/ 40 Evaluation Reports Other: Drawing 411151, 16'0"x16'0" max. F R AF 11767 F >I R rf C1 nrlf Created by Independent Third Party: No I 11267.6 ,F. 160/194/195/494/495(Residential), Thermacore Sectional Garage Door i 594/592/596/599(Commercial) - Installation Instructions Limits of Use Fl ll767 Ra_TT_dn9783s pdf Approved for use oin utside HVHZ: Ft 11767 Rd Mark prlf Approved for use outside HVV HZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:Drawing 411152, -30.2 Evaluation Reports Other: Drawing 411152, 18'0"x16'0"max -. ,,, ,- .. • l 1•1 I 1/d/ IfYYt 11/1 / tV.11..Ppn R_>,L.,.pQ[ Created by Independent Third Party: No 11267.7 G 60/194/19 /494/4495(c(Residential), Thermacore Sectional Garage Door Limits of Use Installation Instructions FI 11?S7_Ra_Ti_anQ7R35 prlf Approved for use in HVHZ: V Flll?67_ea_JT_a111 c.3 1 pdf Approved for use outside HVHZ:Yes Impact Resistant:Yes Verified By: Mark A. Sawicki 72613 Design Pressure::+31.1/-38.3 Created by Independent Third Party: No Other: Drawing 411153, 18'0"x16'0"max. Evaluation Reports Fr 11267_aa_AE_11267.F"ai RPport.Sl...pdf Created by Independent Third Party: No 11267.8 H. 160/194/195/494/495 (Residential), Thermacore Sectional Garage Door 594/592/596/599(Commercial) Limits of Use Installation Instructions Fr 11767_ua_rL 40978-as Pdf Approved for use in HVHZ: V F'11767_Ra_tL a1n83"�s,pdf Approved sis use outside HVHZ: Yes Fr 117t 7_Pa_rr_al.0R6as pdf Impact Resistant:Yes Mark A. Sawicki 72613 Design Pressure: +40/ 44.5 Verified By: Created by Independent Third Party: No Other: Drawing 410864, 18'0" x8'0"max. Evaluation Reports F A nc 117F.7 F -1 R n rt C1 pdf I Created by Independent Third Party: No III 11267.9 J. 160/194/195/494/495(Residential) 1 Thermacore Sectional Garage Door _ 'Installation Instructions Limits of Use F t TT An07R3s Dr1f Approved for use in HVHZ: No Fr 11767_ua_IT_a1071551 pdf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant: Created by Independent Third Party: No Design PrPresessuurree:: N/A Other: Drawing 410715, 10'0" x16'0"max. Reference Construction Evaluation aReports 67 F1 ar RPpnrt S1 Of for Design Pressures. Created by Independent Third Party: No 11267.10 K. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Installation Instructions Limits of Use Flit 267_Ra_Ii_ao°7R3c p1f. Approved for use in HVHZ: V FL11?67_Pa_TI_a1n13's1 prlf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant:No Created by Independent Third Party: No Design Pressure:N/A Other:Drawing 410135, 10'0"x16'0"max. Reference Construction Evaluation po1 Drawing for Design Pressures. l 6na Reports Drawing Report Sl_pdf Created by Independent Third Party: No 11267.11 L. 160/194/195/494/495 (Residential) Thermacore Sectional Garage Door Installation Instructions Limits of Use FL11?67_Pa_II d097835 pdf Approved for use in HVHZ: No 117F7 Rn IT a102A1s1 pdf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Resistant: No Created by Independent Third Party: No Design t : Drawing 410241,Other: Drawing n Pressures,, 10'0" x16'0" max Reference Construction Evaluation Reports 1762 FVal ReportSl�df Drawing for Design Pressures. Created by Independent Third Party: No 11267.12 M. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Installation Instructions Limits of Use FL11767_Ra_rI_ane783'pdf Approved for use in HVHZ: Verified By: Mark A. Sawicki 72613 Approved for use outside HVHZ:Yes Created by Independent Third Party: No Impact Resistant: No Evaluation Reports Design: Drawing Pressure: 71 r 117F7 Ra aF 117F7 FVar RPpnrt C1 pdf Other: Drawing 410716, 10'0"x16'0"max. Reference Construction ' Fr 1177 Ra nF alrnu�l Of Drawing for Design Pressures. Created by Independent Third Party: No 11267.13 N. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Installation Instructions Limits of Use Fr 117A7aa_tt an9781s pdf Approved for use in HVHZ: No F4-1-126Z DA TT A,mr7c nAf Approved for use outside HVHZ: Yes Verified By: Mark A. Sawicki 72613 Impact Pressure: /A Created by Independent Third Party: No Design: Drawing Pressure: N/A 1 Other: Drawing 410717, 16'0" x16'0"max. Reference Construction Evaluation Reports A7 F ar Q �rt c1 Ddf Drawing for Design Pressures. Created by Independent Third Party: No -_ l _ 11267.14 P 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Limits Installation Instructions n__ .. Use C...'1Cl DA TT A/V1107r ...At MNp/I UVCU Iul uwC rll flit flL. I.) r• •.,...�.,..�..�m...,^"1...4 Approved for use outside HVHZ:Yes Fl 117c.7_Rd_TT d1n718e1 pdf Impact Resistant: No Verified By: Mark A. Sawicki 71613 Design Pressure: N/A Created by Independent Third Party: No Other: Drawing 410718, 18'0"x16'0"max. Reference Construction Evaluation Reports Drawing for Design Pressures. Fl 11767_Rd_dF_11267 F■al Ropo't�1 pdf Created by Independent Third Party: No 11267.15 Q. 160/194/195/494/495(Residential) Thermacore Sectional Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No Ft 117a72d_TT_dno7st3e riff Approved for use outside HVHZ:Yes fl 11767_0d_TI_411184c pdf Impact Resistant: No Verified By: Mark A. Sawicki 72613 I Design Pressure: N/A Created by Independent Third Party: No Other: Drawing 411184, 18'0" x16'0" max Reference Construction Evaluation Reports Drawing for Design Pressures Ft 117a7_Pd_AF_11767 E,al Report 51 pdf Created by Independent Third Party: No L""'1 Nvxt rnntart 11c.:: 1O4O Nnrth Mnnme Shrank Taller haccen Fl 471QS phone'scn-as7-1 R74• The State of Florida is an AA/EEO employer.rnrynght 7nn7-7nin crate of FInrni a .:prlvary eratemenr• Arrace,hiity craromonr::pea,ne eratemont Under Florida law,email addresses are public'records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department Chapter address F.S., click be made available to the public.To determine if you are a licensee under Product Approval Accepts: [M1 111 necurit%'M1[RR CreditSArFE