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Permit Addition 1911 Hickory Ln 2011 r g` CITY OF ATLANTIC BEACH °" , ,v 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 r , Application Number 11- 00001656 Date 3/08/11 Property Address 1911 HICKORY LN Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 100000 Application desc 2 story addition w/ porch and wall Owner Contractor BAYS E & R ENTERPRISES OF NORTH FL 1911 HICKORY LANE 2628 WEST END ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270 -2185 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 480.00 Plan Check Fee . . 240.00 Issue Date . . . Valuation . . . . 100000 Expiration Date . 9/04/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Post construction topographical survey required. Other Fees STATE DCA SURCHARGE 7.20 ENG REV PRE APP > 3 HRS 25.00 STATE DBPR SURCHARGE 7.20 UTIL REV PRE APP >3 HRS 25.00 Fee summary Charged Paid Credited Due PERMIT IS A t j ailfteiN R bANCE WIT i % E Q PFY OF ATLAPYIYC KIACH ORDINANCES 9ND THE FLORIDA' 0 0 BUILDING CODES. ✓ f 6 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 11- 00001656 Date 3/08/11 Plan Check Total 240.00 240.00 .00 .00 Other Fee Total 64.40 64.40 .00 .00 Grand Total 784.40 784.40 .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 Q u Job Address: �I — 1 I L 14c1 ey LrA r ' . • Permit Number: /1 /6 S" Legal Description O -as -29E • 359 ;r ` 0 352 } Parcel # S'eel -YN 1vsAR.t v■ vtI,IT 1 2. 6 Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ /QD K Proposed Work heated /cooled 1 205 ' non- heated/cooled 4 115 t Class of Work (circle one): New dditi.. "Alteration Repair Move Demolition pool/spa window /door Use of existing /proposed structure(s) (circle one): Commercial ' - ide I II If an existing structure, is a fire sprinkler system installed? (Circle one): ' es ` • N /A Florida Product Approval # For multiple products use product app orm Describe in detail the type of work to be performed: A Sib 119 Aoorrto a W ti,61 'Po2.44 A,4 C _ \ M h1iJiIfli Property Owner Informatio 1 L FEB 0 8 2011 (1 FEB 0 8 2011 I RL~t4t sLs.4 w' ri l Name: V4 FS�AY.5 Address: IR 41 LA J City ATLA 4T! L B�- 4 . B State FL -Zip 3 ZZ 33Phone 910 - 710 • / 4225 E -Mail or Fax # (Optional) k, 01 esetki S pr, $'t .•14t , 4e4- Contractor Information: Company Name: f R. Et- 'CL-^Rntst;-S Qualifying Agent: EDW ► ptrtTMG (4 Address: 24, 28 bJES1' I D ST City ATH ht7tC BM State FL Zip 3aa33 'ffice Phone V 0• _ 1; Job Site/ Contact Number ( - 54,5 C Fax # .2•70 -a 14 g State Certification/Registration # G C. 1 .. 4 15 Architect Name & Phone # L L. 0 IMPI I K -3ngineer's Name & Phone # J • _ a 3 Fee Simple Title Holder Name and Address • 1• 3onding Company Name and Address 11 MI ' 1111 W/l Vlortgage Lender Name and Addresst '7 "t * i 1pplication is hereby made to obtain a permit to do the work and installations as indicated I certify that no wor ' 'irttiort hes cozrr p r ior o the ssuance 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 znd 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 vork is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells, Pools, Furnaces, Bo Heaters, ranks andAir Conditioners, etc. WARNING TO OWNER: ' j� • . _ - =- _' -- _j TO RECORD A NOTICE OF COIVIlVIENCEMENT MAY RES 1 I 1 YO i A YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 1 ; END T,01 1; BTAIN N FINACING CONSULT WITH YOUR LENDER OR AN ATT II Y B ' ■ , RECORDING YOUR NOTICE OF is X s 16 I 1 NT. YOUR - ,...,0 hereby certify that I have read and examined this plicati, c l sa o 'e true and correct. All provisions of laws and ordinances governing this vpe of work will be complied with whether specified here .,�, ergr • of a permit does not presume to give authority to violate or cancel the rovisions of any other federal, state, or local law regulatin; . :!�S i q O the e rmance of construction. W H Q A i e ' PPCC(r/a Kit . . . ,,, , .... gnature of Owner/C wner �,/ A ignature of Contractor tint Name c.) 4. `r' 1 ' IE7W . �'�I _ � � C.. .� mt Name A t 4 pvrT'�A 61-1 ,w. , .. :. subs - - � ' .efore me t W a ' -fore e , iis • ay of . ... __ .4 -' . ." . ... s1 PI • w w R i,wo • . . d subscn. - . • - m iii ' I/ u , o 1__ � �.41 , t . ;, o I i . p W Qr A t� Pu b ' n / - - 4 .r !v G am - sso DON: rotary 'ublic Otary u ►l : : 7 ` . , mmy mm corssror D0868781 %oF„ Lx /70 t j � c nr rt°° : i:xprre 0 3;11 /20 • turi NOTICE OF COMMENCEMENT `/� / (PREPARE IN DUPLICATE) Permit No. /I �f 6 .5 6 Tax Folio No. State of FLO 1Q t C i4 County of D V tint ►-- To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: 3G - 7 Oct - 2S - E • '3$9 035,24 S a-..vA INNA- R.% NIA Vv^(rr t a-- 6 Address of property being improved: 19. t t ktCL,Goey LN . A"ttr4.471c RC Ft.. ' 32133 General description of improvements: 1404 Z L t D Qy A 0 ptTI0 a Owner i t im i3A ).S Address t9►► bltGkoA)Y 14. ATt.m% 614 %4 R.• 3223 Owner's Interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Address Contractor EDW t' ?"-% t- 412. L Zi. °' t< t°`� o r �b2T + p...00.40.4 / Address Z(o 243 WEST i JD ST. At1�v4,"nc • ft- s•Z•2 -33 Phone No. 2-70. 2..% B S Fax No. Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. . Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other . _ documents may be served: • Name .. Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date fs one (1) yearfrom the date of recording unless a different date is specified): . THIS SPACE FOR RECORDER'S USE ONLY ', / Signed: � DATE (* /1 Before e thl- III +- o3AITN /r In the Cd my of Duva , ate of Florid as personally appeared himself/ herself ( d a�a� tfiat all stat and deolarations are true and ace.` •t�p" � utary t:�... S late of hherein or ida r , Barbara K K =try C. ■ a My Commission D0868751 ' m e Expires C. , Doc # 2°110201-36, OR BK 15455 R 1 -221 , Notary Public at Large, State of '' ` ,� � County of I.1W�� L My commissfon expires: Number Pages'. 1 Personalty Known of Recorded 01126/2011 at 11:11 AM, Produced Identification JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 -00 •o 0 o o (n 0 ! \ \liliiiiii p..,, , ...*cf .>+ ' .9C fL7L7 1 V 7d a - i iV r c iV/ V . 7 3 _ • .. _ _ E. 0 c w ce, 1 --- z _= >- c � 6 � : r - r- +'ti Y Py ? /� // 1�( \ 1 \NN •. .l .•� • [ 2 - • _. .. R - _ I,,IIIl1 /ll lllitiilili9fl!! � ``!`` a • . , . , > - . a . , .... • . • . . , - - • . ___ ,..-...-. - 4. 77)11...10 . it _ ri,.... ,_., elriwili . . . , . . •. '3 7f' •,j"' .. . . _1 'h -- �. :,'..� '( , ,, . .. ,; % , 4 7 , , ' 3 G} - „, 0.3' ) • sn . •,,. ' . u.S . . I♦ . C • . • •' , � CI) C ;,,.� _ CE • • ,• L., at: \I ra-D t s PI.Ar cam- Lctt Otcv o of M za Gov S Gvt. - n-0 — GSig .3G, 4Acwsc, 4 Ae.A-c r To t 5 `t 3 Sbt�D r °4 DRAUS WAY 4fo Ate- em. c t._o - r 15511 sa t sE G A ib t` p c, ts°43 S44 L I Dews woe./ tO `�� A/c- PA ADD rcuft v4, P©kck4 = w074 305 . LI 3, irpt- t usrc, 15 7 rsivw t ct % CITY OF ATLANTIC BEACH PRODUCT APPROVAL SPECIFICATION SHEET (short form) As required by Florida Statute 553.842 and Florida Administrative Code 9B -72, please provide the inform ad approval numbers on the building components listed to be utilized on the construction project for which you areapplying. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org Category/Subcategory Manufacturer Product Description FL Approval If (s) Co 8 �� EXTERIOR DOORS 4* a. Swinging A'SOM T SIP'S ki E F tBE R c ASS FL-1351 - b. Sliding c. Sectional /Roll Up d. Other WINDOWS A a. Single /Double Hung G t. 14, S1+464E 0r1VN14 FL 103 - t2► l u.�'C� PJ. 153. o� b. Horizontal Slider CuS"tb 4200 kl,J�t141. 5 L%L1 c. Casement d. Fixed e. Mullion f. Skylights g. Other PANEL WALL I GEL1/°t� �� 41 1,Z_ R a. Siding !;TSAR. 'OAKS 40" UGD b. Soffits GIA. 1 kP ?tc `Rem ..SA?J eett4g c. Storefronts d. Glass Block 2 ® � e. Other ✓ TYVw-it. 1/A ►R- 04421Zt R. ROOFING PRODUCTS a. Asphalt Shingles OVJII JS CoRtyll•Ya d ('t ' TS' A S Ft, a' b. Non - Structural Metal ' r _G+4R.. ri. "SN t '` ) '. V" 5-781 c. Roofing Tiles d. Single Ply Roof Z�.`7 e. Other 5t P CO r. a AiL l STRUCTURAL COMPONENTS FL �1 - R 1 a. Wood Connectors Si�PSo �. ct s b. Wood Anchors c. Truss Plates d. Insulation Forms e. Lintels f. Others NEW EXTERIOR ENVELOPE 1 understand that, at the time of inspection, the following information must be available to the inspector on the jobsite: 1. A copy of the product approval. 2. The list of performance characteristics which the product was tested and certified to comply with. 3. A copy of the applicable manufacturers' installation requirements. Further, I understand a product may have to be removed if approval cannot be demonstrated during inspection. 101,41/ CPry" � - /I Applicant Signature Date H:fProduct approval spec sheet short form.xlsx FL 153. 1-4-b 2 I7-o +•i 4 L S L, l L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336 945 - 9695 Report No.: 510863 Manufacturer: Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Product Line: 6200 Horizontal Slider — Non - Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Horizontal sliding window manufactured out of extruded Aluminum; frame is of coped and butted construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -171 Revision A, titled 6200 Aluminum Horizontal Slider— Non - Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test reports No.: NCTL 210- 3522 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/I.S.2/A440 -05 Design pressure: ±35.0psf Water resistance: 5.25psf 3. Anchor calculations, report number 510864, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±35.0psf • Maximum unit size: 72" x 72" • Maximum panel size: 35 3/4" x 69 5/8" • Maximum D.L.O.: 32" x 65" • Units must be glazed perASTM E 1300. • Approved configurations: OX, XO • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be installed in accordance with approval document CWS - 171 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). �S R - gty i/. • *:4 0451 • * TATE OF • -.7 ' • 1 of 1 // / OVAL E G � Luis R. Lomas, P.E. �r�f(�►(11� FLNo.:62514 01/07/2009 EL 1 (. 3 - v2- S t w r-1" Ca Lucas A. Turner, P.E., MBA Evaluation Report 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 -315 -0049 July 7, 2009 Product Description: Series 3500 Aluminum Single Hung Window, Non Impact, 56" x 91" unit size 57 1 /4" x 92 1/4" flange size, 1/8 or 3/16 Monolithic or IG Glass, Equal Split or Oriel Manufacturer Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code for use outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -466, signed and sealed by Lucas A. Turner, P.E. on 7/7/09. 2) Test Reports NCTL -210- 3586 -1, -1A, -2, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. on 3/25/09 a. Testing Performed: AAMA/WDMA/CSA 101/LS.2/A440 -05 3) Supplemental Calculations to support CWS -466, signed and sealed by Lucas A. Turner, P.E. on 7/7/09 Installation: Units must be installed according to approval document CWS -466. Limitations of Use: This product: • May be used in O/X Equal Split or Oriel configuration in sizes up to 56" x 91" unit size or 57 1/4" x 92 1/4" flange size, with max. glass daylight heights of 58 5/16" for fixed panel and 42 7/8" for sash • Achieves design pressures as indicated in comparative analysis tables in CWS -466 • Is non - impact and requires the use of shutters • May not be used in the High Velocity Hurricane Zone • Requires 1/8 or 3/16 monolithic or IG glass, with E1300 design pressure limitations as shown in the comparative analysis tables in CWS -466 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. r44 40.t �. lay - - Lucas A� P.E. .1~T; PE #5801. • F- 1- "7351. 5 (° fc 8 0 Fr ., A U N O) + y ... -i m N p N -i D 0 OU =mom S� OOA m Zp {{ ZO 2DCx= CS Omm =< ! � � m " em 08 N m T y-i iHHHH!H! m T -1[�0 U EI 0 5 Om N1 D_� N H n �-.1t l A2f*1 f N m Z V - �� x -, O i Z m� m� oOVDim C M z z ? v o « m o ompA zNC� oz A oN O 2 ocn zzr r 0 o I = m Gm mm mC Z C 0 O 0 • .. 31 N N D N om ZE �_ O N?mZ;pO co Q om O x C m mm �. XVXN -OIy J{ = ZN p y -. A C? • xo �� a p o p yi o 0 o p DN opA �El.: =m m zmoo Q1 \ x= u m w ,o �m u a t m'! 'IpT�' r inr A N ;C: m O m ♦' N N O Oo P N N O m A = O •m O W 0 Z W 0 ZD m N AZ Cn f o?;,nSD D '� m Z U oUZ >o m� C =m�O r \ - ".I�cn z 5 E? mx�m mmm vx m�� 4' N N A I O� m A r L A O lb A A OD x A C N "O Z (n N ND 2 � J O Im/1 J m J W t yy 'IO , CQN A r D A m O C (., - C r ' AZ N 0 N'X'ZN -♦ -yi -1 U1mmA D yC -NO *0% 6 _ • g Z'n H _ Z T - r N M N O m A mOC 11111 O O Z m Om Z m ' CZ2? e- O O Z J] O O f Pm N O c m Op _ C z F m N co 0 (,) 1111 Z i m •• I , ____ y • m MAX. FRAME 63 MAX 81.875 m I D.L.O. 11111 m 1!III N O r O f. D U F z x t ....... .,.... ...... z A ° m— o •D rn m O y Z • •0 m y r Ot un 1 . mZ c yoy 2 � ormnm , O ` r "X o � C�A Z m 5 20 z ®' I I I I 1 2 x X =1 . , - PA?AAO mD 00000 NZ 00000 cm \ r n Cr) m c O o m r o m In 0 A � >� DV Z •e _ min • • in ° x { s -1 o N ,. MAX. PANEL HEIGHT 79.250" ' g 1 x $ ' N PRODUCT: "EXTERIOR DOOR PRODUCT" MASONITE INTERNATIONAL CORP. m V DOUBLE 6"8' GLAZED I \ FIBERGLASS DOOR 7300 REAMES RD. 9, 0 ' cn y B 12/15 08 ADDED SPACER SWS PART OR ASSEMBLY: CHARLOTTE, NC 28216 • r,, f N o A 4/9 /07 UPDATED FOR HVHZ SWS FOCAL ELEVATIONS i NO. DATE BY & GENERAL NOTES Eli REVISIONS r t, ..4 -4 5 _- , 0 LLI r w � i to F-- [ D > ` -' to ,``111Utdti:ki NINIh ` J ' '' '�i' i ?D fed• ' 96•: )1L7D8•• IC/.7c1 _ .•.a a j ' , 11 E/ /I V14 x/1735• • - - : �� ,�� • y • _D ;W c ~mo o: z t • ,• � . - . . -1 ta t ' X � il is 6`° "c, t i - f W u. I r �' ? g i • .107* .0G?' L r ) --- • � ti. 4 C v q i � i� VA4P.5" tl . • ... r. R • lit \t- `IA R 1 4 S F L•e-6 Gov S CWLGVuA'r-LOr ` Leavy trtIcte-01W i x ()limy • \sL2fl0► tsot3sG Coi ac -C i t 5 3 S14el) 04 Dews WAY ‘21-to 23 So L c_d -r 1: 511 SQ P t-iroos G A R,x, Lam" c-' i s 9, 3 Dews Wuhy to (V) At L iorop 4 wA 3o 5 BristaTtArG., 15 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: BAYS RESIDENCE Builder Name: Street: 1911 HICKORY LANE Permit Office: Duval/ Atlantic Bch City, State, Zip: ATLANTIC BEACH , FL , 32233- Permit Number: Owner: BAYS Jurisdiction: Design Location: FL, Jacksonville 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 =13.0 2562.70 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 2859 a. Under Attic (Vented) R =30.0 1495.50 ft b. N/A R= ft 7. Windows Description Area c. N/A R= ft a. U- Factor: Dbl, default 262.25 ft SHGC: Clear, default 11. Ducts b. U- Factor: Dbl, default 240.00 ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 714 ft SHGC: Clear, default 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 84 kBtu /hr SHGC: SEER: 13.571428571 d. U- Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 84 kBtu /hr e. U- Factor: N/A ft2 HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1399.90 ft2 EF: 0.92 b. Raised Floor R =19.0 90.28 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Glass /Floor Area: 0.176 Total As -Built Modified Loads: 54.97 PASS Total Baseline Loads: 64.54 I hereby certify that the plans and specifications covered by Review of the plans and , t1iE ST this calculation are in compliance with the Florida Energy specifications covered by this :.• v e? . 0 Code. /l/ R( €�EZ calculation indicates compliance w� /6., . :. ;. -,. ...�+ Befor construction is completed g . "�r„ . - 0 • PREPARED BY: . . J am Code. " _ � 7' � /�� ' / P r CA », b y . v DATE: _ _( -- this building will be inspected for • 0 _; i . : a compliance with Section 553.908 .1 ,, ,. I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Co e. G CO • • . .... .. .. ...... OWNER/AGENT: _ - B UILDING OFFICIAL: m DATE: 2-'- _dZ- _n_ DATE: sa - - -i l 2/7/2011 12:41 PM EnergyGaugee USA - FlaRes2008 Page 1 of 5 PROJECT Title: BAYS RESIDENCE Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 2 Lot # Owner: BAYS Conditioned Area: 2859 SubDivision: # of Units: 1 Total Stories: 2 PlatBook: Builder Name: Worst Case: No Street: 1911 HICKORY LANE Permit Office: Duval/ Atlantic Bch Rotate Angle: 0 County: Duval Jurisdiction: Cross Ventilation: No City, State, Zip: ATLANTIC BEACH , Family Type: Single- family Whole House Fan: No FL , 32233 - New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor 90.28 ft 19 0 0 1 2 Slab -On -Grade Edge lnsulatio 153.3 ft 0 1399.9 ft 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1620 ft 312 ft Medium 0.9 N 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Veoted 300 1496 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1495.5 ft 0.1 Wood WALLS # Ornt Adjacent To Wall Type Cavity R -Value Area R -Value Sheathing Framing Solar Fraction Absor. 1 N Exterior Frame - Wood 13 425.33 ft 0 0.25 0.8 2 N Exterior Frame - Wood 13 375.33 ft 0 0.25 0.8 3 E Exterior Frame - Wood 13 480 ft 0 0.25 0.8 4 S Exterior Frame - Wood 13 425.33 ft 0 0.25 0.8 5 S Exterior Frame - Wood 13 375.33 ft 0 0.25 0.8 6 W Exterior Frame - Wood 13 481.33 ft 0 0.25 0.8 2/7/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS ✓ # Ornt Door Type Storms U -Value Area 1 E Wood None 0.54 24 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. V Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Vinyl Double (Clear) No 0.55 0.7 N 6 ft 1 ft 6 in 6 ft 0 in HERS 2006 None 2 N Vinyl Double (Clear) No 0.57 0.56 N 12.25 ft 1 ft 6 in 4 ft 0 in HERS 2006 None 3 N Vinyl Double (Clear) No 0.57 0.56 N 16.33 ft 1 ft 6 in 13 ft 0 in HERS 2006 None 4 E Vinyl Double (Clear) No 0.55 0.7 N 112 ft 8 ft 0 in 8 ft 0 in HERS 2006 None 5 E Vinyl Double (Clear) No 0.57 0.56 N 7 ft 1 ft 6 in 12 ft 0 in HERS 2006 None 6 E Vinyl Double (Clear) No 0.57 0.56 N 50.67 ft 1 ft 6 in 10 ft 0 in HERS 2006 None 7 E Vinyl Double (Clear) No 0.57 0.56 N 56 ft 8 ft 0 in 2 ft 0 in HERS 2006 None 8 E Vinyl Double (Clear) No 0.57 0.56 N 56 ft 8 ft 0 in 7 ft 0 in HERS 2006 None 9 S Vinyl Double (Clear) No 0.57 0.56 N 12 ft 1 ft 6 in 15 ft 0 in HERS 2006 None 10 S Vinyl Double (Clear) No 0.57 0.56 N 12 ft 1 ft 6 in 6 ft 0 in HERS 2006 None 11 S Vinyl Double (Clear) No 0.55 0.7 N 56 ft 20 ft 0 in 8 ft 0 in HERS 2006 None 12 S Vinyl Double (Clear) No 0.57 0.56 N 40 ft 1 ft 6 in 6 ft 0 in HERS 2006 None 13 S Vinyl Double (Clear) No 0.55 0.7 N 40 ft 1 ft 6 in 15 ft 0 in HERS 2006 None 14 W Vinyl Double (Clear) No 0.55 0.7 N 6 ft 1 ft 6 in 6 ft 0 in HERS 2006 None 15 W Vinyl Double (Clear) No 0.55 0.7 N 20 ft 1 ft 6 in 15 ft 0 in HERS 2006 None INFILTRATION & VENTING / - -- Forced Ventilation --- Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 2700 7.08 148.2 278.7 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 13 60 kBtu /hr 1800 cfm 0.75 False 2 Central Unit None SEER: 15 24 kBtu /hr 720 cfm 0.75 False HEATING SYSTEM V_ # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 7.7 60 kBtu /hr False 2 Electric Heat Pump None HSPF: 7.7 24 kBtu /hr False 2/7/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / - - -- Supply -- Return - - -- Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 714 ft Interior 142 ft Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan �X Feb [X] Mar [[ X Apr [X] May X Jun [[ X Jul Au 7C Se Oct 0[X] Nov 'X Dec Heating X� Jan X Feb X] Mar [X Apr EX] May X� Jun [X Jul 1.1 AuX Sep 7C 'X Oct [X] Nov X� Dec Ventin X Jan X Feb [X] Mar [[X A r X] Ma X Jun [[X Jul Aug X Sep X Oct [[XX]] Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/7/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 • FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1911 HICKORY LANE PERMIT #: ATLANTIC BEACH, FL, 32233 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106 AB.1.1 Maximum:.3 cfm /sq.ft..window area; .5 cfm /sq ft.door area. Exterior & Adjacent Walls N1106 AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is cam/ installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier isLnstalled that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses - N1106 AB.1.2 5 Air barrier on perimeter of floor cavity between floors. / Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space .!' heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 1 N1112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be ./- provided. External or built -in heat trap required. Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heatpump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per ' minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in / accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for i each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 I sides. Common ceiling & floors R - 11. 2/7/2011 12:41 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. I 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 =13.0 2562.70 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 3 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 2859 a. Under Attic (Vented) R =30.0 1495.50 ft b. N/A R= ft 7. Windows" Description Area c. N/A R= ft a. U- Factor: Dbl, default 262.25 ft SHGC: Clear, default 11. Ducts b. U- Factor: DbI, default 240.00 ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 714 ft SHGC: Clear, default 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 84 kBtu /hr SHGC: SEER: 13.571428571 d. U- Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 84 kBtu /hr e. U- Factor: N/A ft HSPF: 7.7 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1399.90 ft2 EF: 0.92 b. Raised Floor R =19.0 90.28 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building , ..•�•" " "" - -- 4 vTiE STg •. Construction through the above energy saving features which will be installed (or exceeded) '' r ;.. ...F in this home before final inspection. Otherwise, a new EPL Display Card will be completed "; .eA based on installed Code compliant features. 4 : „„,, , e „ o Builder Signature: . 4//14- , 1 . �D�tte: a - 1 c' a Address of New Home: 191 t (41 ct(n ITV City /FL Zip: A • . r1. , '3 2.33 SO ...• .. *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 R G U Project Summary Job: Date: 020211 , 2011 energy eeeen ADDITION By: ERIN RODRIGUEZ Pro'ect Information For: BAYS RESIDENCE 1911 HICKORY LANE, ATLANTIC BEACH, FL Notes: 1ST AND 2ND FLOOR ADDITION Desi • n Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 68 °F Inside db 76 °F Design TD 29 °F Design TD 16 °F Daily range L Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25038 Btuh Structure 33986 Btuh Ducts 12275 Btuh Ducts 16974 Btuh Central vent (62 cfm) 1985 Btuh Central vent (62 cfm) 1095 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 39297 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 50493 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3117 Btuh Area fts Heating Coolie Central vent (62 cfm) 2371 Btuh A rea (( e �ft') 222881529 28U Equipment latent Toad 10001 Btuh Air changes/hour 0.37 0.16 Equipment total load 60494 Btuh Equiv. AVF (cfm) 142 61 Req. total capacity at 0.77 SHR 5.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond ARI ref no. Cal ARI ref no. Efficiency 7.7 HSPF Efficiency 0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1994 cfm Actual air flow 1994 cfm Air flow factor 0.053 cfm /Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. -4*- wrigtitsatt Right-Suited) Universal 7.1.09 RSU01508 2011- Feb-07 13 /� � CAUsertAerkADocumentrAWrightsoft HVAC \Template\BAYS- ER.rup Cale = MJ8 Orientation = W Pape 1 Sheetl HURRICANE CLIP SCHEDULE(SIMPSON) Truss Uplift H -Clip Stud to Top Plate Stud to Bott Plate TO1G 121 pif HGA10124'O.C. SEE TIE RODS SEE TIE RODS T02 1025 2 -H8 SEE TIE RODS SEE TIE RODS T02 726 1 -H8 SEE TIE RODS SEE TIE RODS T03 381 1 -H8 SEE TIE RODS SEE TIE RODS T03 100 pif HGA10 @4'O.C. SEE TIE RODS SEE TIE RODS T04 554 1 -H8 SEE TIE RODS SEE TIE RODS T05 554 1 -H8 SEE TIE RODS SEE TIE RODS T06 508 1 -H8 SEE TIE RODS SEE TIE RODS TO7G 192 1 -H8 SEE TIE RODS SEE TIE RODS TO7G 100 pif HGA10 @4'O.C. SEE TIE RODS SEE TIE RODS KIM BAYS o pouois Y UL l % .• � E S F ••• .4 LEE J. ENGINEERING, INC. = e . JAE Y. LEE P.E. * I elle 10381 CYPRESS LAKES DRIVE. _ •' JACKSONVILLE, FL 32258 I F 904-519 -1934 'd • V / : P.E. 31278 C.O.A. 27140 % •. t • +{ g 14. it` • (� " 'lU „ ,,,,,,. ,, t „ f ,,,tVttt v' o Page 1 Julius Lee RE: 356341 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: E &R Enterprises Project Name: 356341 Model: Kim Bays Addition Lot/Block: Subdivision: Address: 1911 Hickory Lane City: Atlantic Beach State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lee, Jae YuI, PE License #: 31276 Address: 10381 Cypress Lakes Drive City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 7 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15- 23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet. The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name I Date 1 14616814 TO1G 1 2/3/011 1 14616815 1T02 L2/3/011 , 13 14616816 T03 2/3/01 L4 114616817 1T04 1 2/3/011___; 15...._..._....._.[1461. 6818_ ..__ 1T ............._ ... ._......................_ l _ 2 /3/01 16 1T06 12/3/01 17 1 14616820 I TO7G 12/3/011 The truss drawing(s) referenced above have been prepared by MiTek \\\\\ S S f ,� Industries, Inc. under my direct supervision based on the parameters �� \v. '• /�, provided by Builders FirstSource (Jax). ]�•• ocENS -'•. F� '� Truss Design Engineer's Name: Julius Lee ' No .s4869 * _ My license renewal date for the state of Florida is February 28, 2013. _ fi r , ? * NOTE :The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss STATE OF \ \ components shown. The suitability and use of this component ',; 03 oR...• ION..'. • \\\ for any particular building is the responsibility of the building ", "ONp �\ designer, per ANSI /TPI -1 Chapter 2. i / / / i i i i i t ‘1V ruary 3,2011 1 of 1 Julius Lee • Job Truss Truss Type ply Ply 4616814 356341 TO1G GABLE 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:06 2011 Page 1 -1 -4 -0 1 15 -10-8 1 31 -9 -0 X 33 - -0 1-4 -0 15 -10 -8 15 -10-8 1-4-0 Scale = 1:57.0 3x4 = 12 13 14 15 16 11 17 10 18 9 19 8 20 7 i r 1II1 26 B7 27 1� 4 1 < a a ••av��yas�L ∎a ■y� .v�o ..•� ∎•oltiv a... al. o 0 5x8 1 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 5x8 3x4 = 3x4 = 3x4 = 31-9-0 I I 31 -9-0 Plate Offsets (X,Y): 12:0- 3- 8,Edge1, (2:0- 3- 12,Edge1, [14:0- 2 -0,Edgel, 126:0- 3- 12,Edge1, (26:0- 3- 8,Edgel LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 27 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 27 n/r 90 BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(TL) 0.01 26 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 204 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. [PSA) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 31 -9-0. (Ib) - Max Horz 2=- 165(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29 except 2=- 179(LC 6), 40=- 105(LC 6), 48=- 110(LC 6), 36=- 109(LC 7), 28=- 121(LC 7), 26=- 199(LC 7) Max Gray All reactions 250 Ib or less at joint(s) 2, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 11 -12 =- 10/287, 12- 13=- 11/341, 13 -14 =- 9/320, 14- 15=- 9/320, 15 -16 =- 11/341, 16 -17 =- 10/287 NOTES (12 -15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) All plates are 2x4 MT20 unless otherwise indicated. \ 111 1 I I I 1 1 1 / / / 5) Gable requires continuous bottom chord bearing. \\�\ \ ` c c+ / //// 6) Gable studs spaced at 1 -4 -0 oc. V 7 ,[� 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'\\ J \• • • EN .7 ` ' 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will \ 1 G SF fit between the bottom chord and any other members. - • 9) All bearings are assumed to be SYP No.2 . _ * • NO 34 9 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 41, 42, 43, 44, 4,T -- 46, 47, 35, 34, 33, 32, 31, 30, 29 except (jt =lb) 2 =179, 40 =105, 48 =110, 36 =109, 28 =121, 26 =199. _ - 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) This manufactured product is designed as an individual building component. The suitability and use of this component for any _ • W - particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. - O • 4/ 13) For uplifts connections with reactions or special u less than 300 lbs. Use typical toe -nail connection (refer package) ical refer to BFS detail acka e ) % STATE OF p P .- � � � T 14) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 •• ° �ORIDP. ON �� LOAD CASE(S) Standard '' //// /0 NM- � / /f/fil[111 1 \\ February 3,2011 t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0811 - 7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibiility of the Your Company Name erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult ANSI /TPII Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison. WI 53719. • Job Truss Truss Type Qty Ply 14616815 356341 T02 COMMON 3 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 a Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:07 2011 Page 1 1 - - I 8 - 3 - 7 I 15 -10-6 I 23 -5 -14 ` 31 -9-0 133 -1-0 1 -4 -0 8-3-2 7 -7-6 7 -7 -6 8-3-2 1 -4 -0 Scale = 1:56.9 5x6 = 5.00 W 5 3x5 3x4 6 F 3x4 % j 4 3x4 3 Cl 7 • 2 8 ;1 I MI6 Si Y 9 1v Co it 3x5 14 13 15 12 16 11 10 1 0 3x5 2x4 // 6x8 = 3,66 = 6x8 = 2x4 \\ 6 -1 -4 l 11-6 -12 20 -2-4 I 25 -7 -12 I 31 -9 -0 6-1 -4 5 -5-8 8 -7 -8 5-5 -8 6 -1-4 Plate Offsets (X,Y): 12:0 -2- 15,0 -1-8), [8:0 -2- 15,0 -1 -8) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.44 11 -13 >551 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.38 11 -13 >629 180 BCLL 0.0 • Rep Stress Incr YES WB 0.43 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -8 -7 oc puffins. [PSA) BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS Aiglailiagt 5 -11, 5 -13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 261/0 -3-8, 13= 1411/0 -3 -8, 8= 648/0 -3 -8 Max Horz 2=- 148(LC 7) Max Uplift2=- 140(LC 6), 13=- 1025(LC 6), 8=- 726(LC 7) Max Grav2= 328(LC 10), 13= 1411(LC 1), 8= 654(LC 11) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3 =- 401/247, 3-4 =- 526/410, 4 -5 =- 512/552, 5 -6 =- 508/1248, 6 -7 =- 601/1225, 7 -8=- 1001/1916 BOT CHORD 2 -14 =- 204/544,13 -14 =- 225/492,10 -11 =- 1328/818,8 -10 =- 1563/850 WEBS 5 -11 =- 1385/632, 7 -11 =- 506/951, 7- 10=- 432/203, 5-13 =- 1039/1582, 3 -13 =- 518/653 NOTES (8 -11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone; porch right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 1 1 1 1 1 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will \ \\ f f //1 , fit between the bottom chord and any other members, with BCDL = 5.Opsf. \\\ OS S. K 0 5) All bearings are assumed to be SYP No.2 . ‘\ \)\' • • • " • • • " • • • �,(. /i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 't =1(l b) 2= 140•, � ... • , CENsF •. `,(\ 7) eaks including heels" Member end fixity model was used in the analysis and design of this truss. - * . NO 34 9 \� * ---- 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particatar building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. -- 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) — — CL 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beath, FL 33435 • LI-1 LOAD CASE(S) Standard - ...-O STATE OF — ,, // ON [ p \ \ \ \\ February 3,2011 I l ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 54I7 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 6 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 6 the responsibillity of the Your Company Name erector. Additional permanent bracing of the overall structure 6 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BC511 Building Component Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 14616816 x58341 T03 COMMON 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 a Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:08 2011 Page 1 1-1 -4-0 1 8-3-2 I 15 -10 -8 I 73 -5 -14 I 31 -9-0 33 -1 -01 1 -4-0 8-3-2 7 -7 -6 7 -7 -6 8-3-2 1 -4-0 Scale = 1:56.9 5x6 = 5.00 1 5 3x5 3x4 % 6 R � 3x4 % 4 3x4 3 p 7 i \ /, • 2 8 3x5 % 6x8 6x8 = 6x8 = 2x4 \\ 3x5 2x4 // 13 15 12 16 11 10 3x6 = 1 6 -1-4 1 11 -6-12 I 20 -2 -4 I 25 -7 -12 I 31 -9-0 6 -1-4 5-5-8 8 -7 -8 5 -5 -8 6-1-4 Plate Offsets (X,Y): 12:0-2-15,0-1-81,18:0-2-15,0-1-81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.16 11 -13 >646 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.24 11 -13 >438 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. [PSAI BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-4 -0 except (jt=length) 2= 0 -3-8. (Ib) - Max Harz 2= 148(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) except 2=- 247(LC 6), 11=- 230(LC 7), 10=- 139(LC 7), 13=- 381(LC 6), 8=- 220(LC 7) Max Gray All reactions 250 lb or less at joint(s) except 2= 377(LC 10), 11= 559(LC 1), 10= 303(LC 11), 13= 833(LC 1), 8= 282(LC 11) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 305/265, 4 -5 =- 30/260 BOT CHORD 13 -15 =- 35/273, 12 -15 =- 35/273, 12 -16 =- 35/273, 11 -16 =- 35/273 WEBS 7 -11 =- 324/535, 7-10=-293/288, 5-13=-356/303, 3 -13 =- 517/698 NOTES (8 -11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will \\ ,11 1 1 I I I / / / y / fit between the bottom chord and any other members, with BCDL = 5.0psf. ` ` C /� , 5) All bearings are assumed to be SYP No.2 . \N. \ J S r \ / / � • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint 2, 230 Ib uplift at joint 11 N" -- \\,•• . - •' • • 4 ..A / \ 139 lb uplift at joint 10, 381 Ib uplift at joint 13 and 220 Ib uplift at joint 8. �v • •• \G ' • . `.(. -- 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \� 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particu1r * • NO 34 O • building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. _ 9) For special connections with reactions or uplifts less than 3001bs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 3343S CC — LOAD CASE(S) Standard �� STATE OF •• ` 1 �� i S 1 ' •- �O RIO P `.• • C., ", ' ONA1. \�\ //1111111` February 3,2011 1 ® WARNING - Verify design paramn2 rs and READ NOTES ON THIS AND INCLUDED 'BITER REFERENCE PAGE MIL 7 473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Your Company Name erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss PIote Institute. 583 D'Onofrio Drive, Madison, WI 53719. • Job Truss Truss Type Qty Ply • 4616817 58341 T04 COMMON 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:08 2011 Page 1 1-1-4 -0 i 7 -11-4 1 15 -10-R 1 23 -9 -12 I 31 -9-0 133 -1 -0 i 1 -4 -0 7 -11-4 7 -11-4 7 -11-4 7 -11-4 1-4-0 Scale = 1:56.9 5x6 = 5.00 (12 5 E� 3x4 % 3x4 C 2x4 \\ 4 1141111111141111411111111111/ 6 2x4 // 3 �� 4,4 7 2 8 q11 . !� O.O. � 9 1Y o ti A o 12 13 11 14 10 4x5 = 4x5 — 3x4 = 4x6 — 3x4 — I 10 -7-0 21 -2 -0 31 -9 -0 I 1 10 -7 -0 10 -7 -0 10 -7 -0 Plate Offsets (X,Y): 12:0 -1- 14,0 -0- 21,18:0 -1- 14,0 -0-21 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.57 10 -12 >662 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(TL) - 0.75 10-12 >506 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.10 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 140 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -8 -1 oc purtins. IPSA] BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -9-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 1177/0 -3-8, 8= 1177/0 -3 -8 Max Horz 2=- 148(LC 7) Max Uplift2=- 554(LC 6), 8=- 554(LC 7) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2328/1977, 3-4 =- 2038/1788, 4- 5=- 1946/1811, 5- 6=- 1946/1811, 6-7 =- 2038/1788, 7 -8 =- 2328/1977 BOT CHORD 2- 12=- 1625/2074, 12 -13 =- 848/1356, 11 -13 =- 848/1356, 11 -14 =- 848/1356, 10-14=-848/1356, 8-10=-1625/2074 WEBS 5- 10=- 571/724, 7 -10 =- 450/660, 5 -12 =- 571/724, 3 -12 =- 450/660 NOTES (8 - 11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. \ 1 1 I I I ` � • I / y f y 5) All bearings are assumed to be SYP No.2 . � 1� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 Ib uplift at joint 2 and 554 Ib uplift at \\\N\ `�S `\ /� joint 8. 7) "S -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .. ' L \ CEN$. . `,( , - 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulei \� building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. * ... NO 34 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) — 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33436 - LOAD CASE(S) Standard "• 73 : W �O STATE OF .� ■ \. ,�� iv. ' 1.ORIOn.•' F � ' /ff /11111 \ \ \ February 3,2011 m t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 15111-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Your Company Name erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. nr Job • Truss Truss Type Qty Ply 14616818 358341 T05 SPECIAL 6 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:08 2011 Page 1 1- 1 -4 -01 7 -8-19 I 15 -5-8 15110 -8 77 -2-0 I 28 -5 -8 1 31 -9-0 1 1 -4 -0 7 -8 -12 7 -8 -12 0 -5 -b 6-3-8 6-3-8 3-3-8 Scale = 1:56.5 4x6 = 5.00 12 2x4 II 5 6 3x4 INN 6.8 3x4 % 4 7 14 re. 3 0.44e l 8 2 me 10 5x8 — ` _... A1111111111111111111 4. Ili ° q1,.� r J 7x8 = - ° 2x4 11 3x6 % 13 12 5x6 = 2x6 II 7 -8-12 I 15 -5 -8 I 22 -2-0 { 28-5 -8 I 31 -9 -0 I 7 -8-12 7 -8-12 6-8-8 6-3 -8 3-3-8 Plate Offsets (X,Y): [2:0 -2- 15,0 -1- 81,(4:9- 8- 4,3 -10- 61,17:0- 3- 8,0 -3- 01,[11:0- 2 -8,0 -2 -121 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) 0.52 8 -10 >729 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.53 10-11 >707 180 BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(TL) 0.26 9 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-10 -9 oc purlins. [PSA] T4: 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4 -2 -14 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS S,Qpy(,ai„1pidirl s 11 -13, 7 -11 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2 X 8 SYP No.1D be installed during truss erection, in accordance with Stabilizer LBR SCAB 7 -9 2 X 8 SYP No.1D one side Installation quide. REACTIONS (Ib /size) 2= 1092/0 -3 -8, 9= 1006/0 -3 -8 Max Horz 2= 157(LC 6) Max Uplift2=- 554(LC 6), 9=- 446(LC 7) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3 =- 2108/1967, 3-4 =- 1686/1642, 4 -5 =- 1601/1664, 5- 6=- 1630/1827, 6 -7 =- 1567/1571, 7 -14 =- 2372/2346, 8 -14 =- 2493/2327, 8 -9 =- 331 /340 BOT CHORD 2- 13=- 1676/1871, 5 -11 =- 383/437, 10 -11 =- 2102/2382, 8 -10 =- 2103/2377 WEBS 3-13=-144/258, 11-13=-1619/1788, 3-11=-486/556, 6-11=-1223/1100, 7-11=-1094/1175 NOTES (10 -13) 1) Attached 10-4 -4 scab 7 to 9, back face(s) 2 X 8 SYP No.1D with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0 -6 from end at joint 7, nail 2 row(s) at 7" o.c. for 2-0-0; starting at 5 -10 -7 from end at joint 7, nail 2 row(s) at 7" o.c. for 2 -0 -0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. \ \ \\ \ ‘, I 1 1 1 1 / / / / // 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide will \\ `v5 at( /,. / fit betwe the bottom chord and any other members. �' - `\ • • • l ,(� , 6) All bearings are assumed to be SYP No.2 . \ �V \ \GENS� • • `,[■ 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity` .. i of bearing surface. * •• • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 Ib uplift at joint 2 and 446 Ib uplift at No 34 9 • _ joint 9. — 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — -a : : PE N 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any — : : W particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 0 ' ... IQ 11) For special connections with reactions or uplifts Tess than 300 ibs. Use typical toe -nail connection (refer to BFS detail package) •.<\ STATE OF 12) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 • PC �\ /� •. � ∎ LOAD CASE(S) Standard / / / SS ' i 0 N A - \\ / / 1 1111111 \\\ February 3,2011 4 iiik WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 570.7.173 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Your Company Nome erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quallty Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Job • Truss Truss Type Qty Ply 14616819 356341 TO6 COMMON 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, 0 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:09 2011 Page 1 I -1 -4-0 I 7 -11-4 I 15-10-8 I 23 -9 -12 I 27-8 -4 I 1 -4 -0 7 -11-4 7 -11-4 7 -11-4 3 -10-8 Scale = 1:49.5 5x6 = 5.00 12 5 Li 3x4 2x4 \• 4 3x4 0 6 3 2x4 II 7 W i We o 2 .18t a ii 11 12 10 13 9 3x6 = 8 3x4 = 3x8 = 3x4 = 6x8 = 10 -7-0 I 21 -2 -0 27-8 -4 10-7 -0 10 -7-0 6 -6-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.47 9 -11 >705 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.64 9 -11 >515 180 BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -0-7 oc purlins, exce)RSAI BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 4 -11 -9 oc bracing. W4: 2 X 4 SYP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1036/0 -3-8, 8= 975 /Mechanical Max Horz 2= 213(LC 6) Max Uplift2=- 508(LC 6), 8=- 370(LC 7) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 1972/1660,3 -4 =- 1682/1471,4 -5 =- 1590/1494,5 -6 =- 1302/1155 BOT CHORD 2 -11 =- 1536/1747,11 -12 =- 758/1025,10 -12 =- 758/1025,10 -13 =- 758/1025,9 -13 =- 758/1025, 8 -9=- 902/1044 WEBS 5- 9=- 87/258, 5-11 =- 571/726, 3-11 =- 452/661, 6-8 =- 1433/1229 NOTES (9-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 5) All bearings are assumed to be SYP No.2 . \\\ 0111 III / / / /// 6) Refer to girder(s) for truss to truss connections. /� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 Ib uplift at joint 2 and 370 Ib uplift at \\\ ` v5 S, r\ o, joint 8. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \ � ' \GENSF $ '', 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulei building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. * • NO 3 69 10) For special connections with reactions or uplifts Tess than 300 Ibs. Use typical toe -nail connection (refer to BFS detail package) _ — 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 3343 .: r 12) Use Simpson HTU26 to attach Truss to Carrying member LOAD CASES) Standard -; 0 • IL/ . STATE OF , ., NIA \ . .. I February 3,2011 4 4 A WARNING - Verify decign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 51557473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary brocing to insure stability during construction is the responsibillity of the Your Company Name erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage. delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. e Job • Truss Truss Type Qty Ply 14616820 356341 TO7G GABLE 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:34:09 2011 Page 1 I -1 -4-0 I 5 -11 -8 I 1 -4 -0 5 -11 -8 Scale = 1:15.5 6 7 5 I • 4 5.00 12 3 M110 i I P oil0,■ Il I • 11 Mall 1 11 10 9 8 5x7 I I I 5-11-8 I 5 -11 -8 Plate Offsets (X,Y): (2:0- 3- 8,Edge], ]2:0- 3- 12,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -11 -8 oc puffins, excigibA] BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 5 -11 -8. (lb) - Max Horz 2= 201(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 11, 9 except 2=- 192(LC 6), 10=- 104(LC 6) Max Gray All reactions 250 lb or less at joint(s) 8, 2, 11, 10, 9 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (11 -14) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1 -4 -0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will 0\111110,. fit between the bottom chord and any other members. \�,\`` , r+ , I 7/ 8) All bearings are assumed to be SYP No.2 . v � t( 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 11, 9 except (jt =lb) ...„..• J\ . • • EN : • ( \ 2 =192, 10 =104. �\C SF , $s i 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ■ 11) This manufactured product is designed as an individual building component. The suitability and use of this component for any * ' NO 3 Q • • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) — 13) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33433 — LOAD CASE(S) Standard " 0 STATE OF • 4/ - _ i 1 February 3,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE iIIr -T 473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component 5 responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Your Company Name erector. Additional permanent bracing of the overall structure 5 the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. . cn w N c D -1 - p D o * r �/'� - Co • • �� \` D e 14 k GI C D C 3 3 il A� O 0 0 0 'n• (p o n a ..is a) - •(a5 9 n 0 Q. Z 0 0. . 0 H Z N Onp 3 c 0 C Q r . 7 • V H o ° � mc� 3 n 13 n O m am c o . mo � o0 n m ° .< , �o o °0��an� m a• —• � Y � oa o ov a�.Q ' O O(D O N 3(D V O D 30 (D O 6 O D O O O D O7 O Q - � orin m om 0 a D 3 0m N a�• �oN�� rn � �ooa -. � co• oQ Z a aao • o p • o a 5. N 3 - Qom ° D (D _" -. • n. O 0 5 • D O 0 (D Q 3 3 7 0 • Q' O 0 0-5 E , .9 a "-' 7D _ � oT- c ? m °gy ° O Q D 5 n D , (Q D N (p 5 .,, , 3 D 7- F 5 Q O 7 (p Q� 0 O (D <� Dn., O�•�O p L, (p Q �j• (D -. CCD c o' . 0-Q o- 0 0 �• c D o (D O N ,,, _ 3 (D x O � Q�D Q c a D X5 co N u) m �� n A c _ = a 00 TOP CHORD A wT n O 30 • m0 co � woo m = "' J Z Q "< O� C m0 m2H D O AV(n A 0 . �� C QC Wz Will 0 -1 D Sm O' m z / O � \ / �Ui � vii 0 7mOC c aD r42, O W lu O O- W W m N0. H W �yf O v Jn° D '^ . D O n -o .O • - , 1. � _ (I) J. V m 0. A .'V m a V ® Z] N _ WM 0 O DN O m 2 C "� NO D O A z C 3 2 N .< N O v W D = D m = 0 a D A a 0 SO 0 n n O •--1+ N A a m r 0 3 0 W D w m O O in m 3 Q � O A n P p O Z7 z O ® W Q N �* n m (D 0 m d 7 CD 3 W (n MEW .. ( D TOP CHORD D_ (J - r - .0 W V P (n a W N 0 T O -0 Oo V 0 (n A W N - O O D O �; O 20 a (D N 5 0 0 (� O m .0 0 a 5 C 5 v n (p () C C 5 C S 0 5 ' 5 -2 n 0 a� 0. z 0" 3 F O, D Q a -. Ot> ti, 7 0 a< . * . < 0 a7 ° N 0 Oa r `D i a3 as 3� Q a)- a N — , 0 ° °° S. O � ° < °-2 a 2 Q y(0 o () ° = o O 0 - ° 5 -.° N Cr ° 0- Do - -." z "' 0= . 0 m 0 0 'cm _ 0 — Q (p : c o f 7(0 ° o o •_.3 (0o ° -< 0 0 00 <. 0 a - ° 0 4m ( D 3 0 ( .5 o o g (Q p C C g• > _j o --0 3 ° a ° - 3 ago mH r O i tu V m3 m � - O O om c� Xa c o m 3 m °o a °° O H Oc ° o (0 ° °6°n3 H (D �D - < N- O g N (T 0 a ? -. 0. ° O 0 05 6 0 o c -` 3 53, Q° N o 5� co .0 a (S c= O. ° C j a 0 _, 5 2 C O Q Q 7 7 m 0 5 (0 0— ° -< a 0 g ° j CO ° (a o D n �_ H O C. O N 0 6 C j O r 2 0 0 :16 O ° n N n ( 3 p 0• j 6 C c O S(D N ,7i-g,- a 0 n . a N s p 'O C 0 E -. ‘7,4 ° o a (D (0 p 6 , GG �.0 mN t < m ' g m 0 0 3o a6$ ° oa n o aE ° ( RE m t) -a° -.n O o n c c �3 0 a - aO o na m„ •3 f o o P. � .nom Et) - ( 1:9, ° � n - C N N N P 3 6. 7 3 N a ("al N o7 W o n ma 3 ° _ f D O .. •° g0 N O Q O sj j - ( D ° m N 0 O D c 0 0 ((0 0 (0 . 0 a o• 3 0 � ( ((2 0 (� = • 0 a < O Q .g (fl O m 7 - a N z nn 0. -.. ° 0 d ° N R 0 16 3 H ° • N N O Q n Z 0 - 3. U 7 -- 'DD O Q 0 - • C . CA 0 (0 0 7 < n -° a '^3 a o ° co . 0 � 3 \ g 0 - a° o O c < / � ° o w N -° 0 0 0 0 0 ti 0 (D O a p 3 O 2,6 . N N (D '` S 0 _ 0 • in R Q _ Oa C0 N( a 0 N - 6' (D - - 0 0 0. NQ 0 N° O _ _-O o o ° °6 a7 O Ming" 7 P y n 0 0 . c 0 .. o o µN O o 0 a� 7O c o'S o OS. N 3 03 (D i,YYYI • 0 0 n o 5 T o m$ a mIm ' -1. C)- o n ?, 3 L °- N a 3.s m(o 'O O � 0 n (D O _ � N 0 N n W � p 3 O. N 0 o 7N((D w ' 3 0 n ° o a a (D 6 N ° 3 T r 5' - ' (D a E- 9 p -° S N 0 O 0 v, ' D N N 9 Q a (0 0 N ° n 0 o o m ° o O o 3 N � _ (D Z O 7 5, 3 ti N = tfl Julius Lee RE: 361190 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: E &R Enterprises Project Name: 361190 Model: Kim Bays Addition Lot/Block: Subdivision: Address: 1911 Hickory Lane City: Atlantic Beach State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Lee, Jae Yul, PE License #: 31276 Address: 10381 Cypress Lakes Drive City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.1 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This document processed per section 16G15- 23.003 of the Florida Board of Professionals Rules In the event of changes from Builder or E.O.R. additional coversheets and drawings may accompany this coversheet. The latest approval dates supersede and replace the previous drawings. No. Seal# Truss Name Date 1 14616904 F01 2/3/011 �2 L 14616905 F02 1 2/3/01.1 13 _ 114616906 _ 12/3/011 L4 114616907 I Fes L2/3/011 J \1 \ \11111!0 The truss drawing(s) referenced above have been prepared by MiTek \\\\ vs s K � /i Industries, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Jax). ],• �ICENS . •.. <. Truss Design Engineer's Name: Julius Lee * No 34869 My license renewal date for the state of Florida is February 28, 2013. — * — ;1 UJ — NOTE:The seal on these drawings indicate acceptance of 0 lv; professional engineering responsibility solely for the truss �. STATE OF `�.` i �. • LORIDP. Cj components shown. The suitability and use of this component , ,�' , • for any particular building Chapter e responsibility of t building /� �M- des � 3,2011 9 per P t 1 of 1 Julius Lee 4 Job Truss Truss Type Qty Ply 14616904 361190 F01 FLOOR 10 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries. Inc. Thu Feb 03 11:36:39 2011 Page 1 0-1 -8 H11 -3-0 1 1 -3-12 1 - 0-1,8 S 1e= 1:55.1 3x5 = 1.5x3 11 3x5 = 3x4 = 1.5x3 = 3x4 = 1.5x3 Il 3x4 = 3x6 = 4x10 = 3x6 FP = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ° 3"1'4 Am ; 3s '4 _ I =I �I �_� �II\ I II •; 1 37 Io 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 = 3x4 = 3x6 FP = 3x6 = 5x6 = 4x5 = 3x5 = 3x6 = 3x4 = 1.5x3 I 1 3x6 = 1.5x3 11 1 4-0-0 6 -6 -0 14 -5 -4 16 -11 -4 18 -3 -12 19 -8-4 22 -2-4 27 -8 -0 30 -2 -0 31 -8 -0 1 -6 -0 2 -6-0 l 2 -6 -0 7 -11-4 l 2-6-0 l 1 -4 -8 1 1 -4 -8 2 -6-0 1 5-5 -12 2 -6-0 1-6-0 Plate Offsets (X,Y): 117:0- 1- 8,Edge) LOADING (psf) SPACING 1 -7 -3 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.28 31 -32 >768 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.43 31 -32 >506 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 25 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 154 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, exce)itSA) BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS (lb /size) 35= 657/0 -3-0, 18= 388/0 -3 -0, 25= 1708/0 -5-8 Max Gray 35= 684(LC 2), 18= 488(LC 3), 25= 1708(LC 1) \� \''1 ++\) O I I ( / / / / FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ‘\ \\ • .- • . , / � // • TOP CHORD 35 -36 =- 681/0, 1- 36=- 679/0, 18- 37=- 481/1, 17- 37=- 480/1, 1 -2 =- 942/0, 2 -3 =- 2264/0, J .• • • \LENS - 3 -4 =- 2952/0, 4 -5 =- 2896/0, 5 -6 =- 2896/0, 6 -7 =- 2284/0, 7 -8 =- 2284/0, 8 -9 =- 957/289, 9 -10= 0/1492, 10- 11= 0/1817, 11 -12= 0/1817, 12- 13=- 855/1114, 13 -14 =- 1427/663, 14 -15 =- 1427/663, 15 -16 =- 1420/151, 16- 17=- 631/27 * ' No 3''.9 • BOT CHORD 33- 34= 0/1767, 32- 33= 0/2744, 31- 32= 0/3092, 30 -31= 0/2896, 29- 30= 0/2896, 28- 29= 0/2896, - 1; _ ir 27 -28 =- 35/1734, 26 -27 =- 656/140, 25 -26 =- 2754/0, 24 -25 =- 2754/0, 23- 24=- 1470/363, _ 73 : Ct _ 22- 23=- 663/1427, 21 -22 =- 663/1427, 20- 21=- 321/1582, 19 -20 =- 61/1189 :.-- • W LIT WEBS 10 -25 =- 1673/0, 1- 34= 0/1074, 10 -26= 0/1496, 2 -34 =- 1006 /0, 9- 26=- 1402/0, 2- 33= 0/607, 9 -27= 0/1052, 3-33 =- 586/0, 8 -27 =- 999/0, 3 -32= 0/254, 8 -28= 0/700, 6 -28 =- 952/0, � � STATE OF � 4- 31=- 498/103, 17 -19 =- 33/717, 10-24= 0/1185, 16 -19 =- 681/41, 12- 24=- 1082/0, i � • \''' � •� • 16 -20 =- 110/282, 12 -23= 0/803, 13 -23 =- 981/0, 15 -21 =- 599/0, 13 -22 =0/263 i i` F �ORIDP. ' ,, NOTES (7 -10) // / //1 / ' O NA L � � \ \\ 1) Unbalanced floor live loads have been considered for this design. / 1 / 1 1 1 1 t \ \ \ \ 2) All plates are 3x3 MT20 unless otherwise indicated. 3) All bearings are assumed to be SYP No.2 . 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Required 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8) For special connections with reactions or uplifts less than 300Ibs. Use typical toe -nail connection (refer to BFS detail package) 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 3,2011 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7 473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage. delivery, erection and bracing, consult ANSI /TPI1 Quality Cdtedo, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. it r Job Truss Truss Type Qty Ply Y 14616905 361190 F02 FLOOR 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MiTek Industries, Inc. Thu Feb 03 11:36:40 2011 Page 1 0-1-8 HI 1 -3-0 I 1 1 -3 -12 1 1 1 -2 -8 I Scale: 1/4" =1' 3x5 = 4x10 = 1.5x3 = 3x4 = 1.5x3 II 1.5x3 I1 3x4 = 3x6 = 3x6 FP =3x5 = 1.5x3 II 1.5x3 H 3x6 = 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 433B -- -- -! I ---- Ili`-- �- --�i d 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x6 = 3x4 = 3x6 FP = 1.5x3 I I 3x5 = 3x6 - 4x6 = 3x5 = 3x4 = I 18 -3 -12 I 27 -7 -12 18 -3 -12 9-4 -0 Plate Offsets (X,Y): 120:0- 1- 8,Edgel LOADING (psf) SPACING 1 -7 -3 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.28 27 -29 >785 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.43 27 -29 >506 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.05 22 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 135 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, exceJitSAJ BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. REACTIONS (Ib /size) 32= 671/0 -3-8, 17= 161/Mechanical, 22= 1571/0 -3-8 Max Uplift 17 =- 112(LC 2) \ \ \\ \ 1 1 1 1 1 111, Max Gray 32= 682(LC 2), 17= 318(LC 3), 22 =1571(LC 1) \ \- \` v 7 S K ', , FOR (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. \ \S" \CENSF � � '� TOP CHORD 32-33=-678/0, 1 -33 =- 677/0, 16-17=-319/101, 1 -2 =- 938/0, 2 -3 =- 2253/0, 3 -4 =- 2935/0, - 4 -5 =- 2871/0, 5-6 =- 2871/0, 6 -7 =- 2252/0, 7 -8 =- 2252/0, 8 -9 =- 920/0, 9 -10= 0/1223, 10.11 =0/1860, 11 -12= 0/1860, 12 -13 =- 589/875, 13 -14 =- 589/875, 14 -15 =- 589/875, ..At- ' No 3' ..9 * - 15-16=-368/177 7.- BOT CHORD 30- 31= 0/1760, 29- 30= 0/2730, 28- 29= 0/3072, 27- 28= 0/3072, 26- 27= 0/2871, 25- 26= 0/2871, - 0 : r : ) Y _ 24- 25= 0/1700, 23 -24 =- 353/97, 22 -23 =- 2455/0, 21 -22 =- 2455/0, 20.21 =- 1431/253, : W 19 -20 =- 875/589, 18 -19 =- 426/654 WEBS 10 -22 =- 1510/0, 1- 31= 0/1070, 10-23 = 0/1465, 2 -31 =- 1002/0, 9 -23 =- 1380/0, 2- 30= 0/603, �O STATE OF � � 0.24 = 0/1029, 3-30 =- 582/0, 8 -24 =- 975/0, 3 -29= 0/250, 8 -25= 0/677, 6 -25 =- 900/0, - • • .1.$0R(O .•' � , -. 4 -27 =- 452/147, 16 -18 =- 209/437, 10-21 = 0/908, 15 -18 =- 349/305, 12 -21 =- 935/0, i N. s S ' 15 - 19 =- 596/0, 12 -20 =0/912, 13 -20= -340/0 ' NOTES (9-12) '/ /1111 \ \ \ \ 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) All bearings are assumed to be SYP No.2 . 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 17. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard February 3,2011 f A WARNING - Verify design parameters and READ NOTES OR THIS AND INCLUDED .NITER REFERENCE PAGE NII-7473 BEFORE USE. Design valid for use only with MTTek connectors. This design 8 based only upon parameters shown. and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 8 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 8 the responsibillify of the 1 Blvd. 1 1 1 09 9 Coastal oas o, FL 33435 l Boy Bay erector. Additional permanent bracing of the overall structure 8 the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery. erection and bracing. consult ANSI /TPI1 Quality Criteria, DSB -89 and 8CSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply . 14616906 361190 F03 FLOOR 5 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 MTek Industries, Inc. Thu Feb 03 11:36:40 2011 Page 1 0-1 -8 H I 1 -3-0 I I 1 -10-8 Scale = 1:19.4 1.5x3 = 3x3 = 1.5x3 U 3x3 = 3x6 = 3x4 = 3x3 = 1 2 3 4 5 6 T1 �j NM PA NI EN PA MON I III MAN YNNIMININNY Y IY ∎Y YNNI■IN _ NI 12 11 10 9 8 7 3x4 = 3x3 = 1.5x3 II 3x3 = 3x4 = 3x3 = 3x3 I I 11-4-8 l i 11-4 -8 LOADING (psf) SPACING 1 -7 -3 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.08 9 -10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.13 9 -10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 55 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, exce)$tSA] BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 13= 484/0 -3 -8, 7= 489 /Mechanical FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 0\011111/0 // TOP OT CHORD 11 -12= 0/1167, 10-11=0/1503, 9-10=0/1503, /0 8 69 10/0, 86 - 150 3-4=-1503/0, 4 -5 =- 1380/0, 5 -6= -630/0 \ \ \ \\ \ ` ` S S' !� 7//// • WEBS 6 -8= 0/747, 1 -12= 0/693, 5 -8 =- 679/0, 2-12=-679/0, 5 -9= 0/275, 2 -11= 0/520, 4 -9= -275/0 \ .J�'•' �\CENSc • - NOTES (7 -11) * :• 1) Unbalanced floor live loads have been considered for this design. NO 3 2) All bearings are assumed to be SYP No.2 . _ — 3) Refer to girder(s) for truss to truss connections. - : _ 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ---- : (Ili 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0 -0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to— 0 be attached to walls at their outer ends or restrained by other means. O STATE OF .• • ., 6) CAUTION, Do not erect truss backwards. -.... F 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular i . - 1. O • • � ∎ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � i / ' ` .` 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) / // Q \� 9) Truss De Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 //, / N A L (\ \ \ \ 10) Use Simpson LUS46 to attach Truss to Carrying member LOAD CASE(S) Standard February 3,2011 t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE LIII - BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Blvd. 1 109 109 C C o, FL 33435 Coastal Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/7P11 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719. • • • Job Truss Truss Type Qty Ply . 4616907 361190 FKW GABLE 3 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.140 e Oct 1 2009 Mi Tek Industries, Inc. Thu Feb 03 11:36:40 2011 Paget ry � Scale = 1:15.2 1 3x3 = 2 ii 3 4 5 6 7 TI II fis,f,. II II II N II 15 11 11 r r o U 111 N MI NM r r�r 7. 14 13 12 11 10 9 8 3x3 = 3x3 = 303 = I 1 -4 -0 I 2 -8 -0 4 -0-0 I 5 -4 -0 I 6 -8 -0 8 -0-0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1 -4 -0 1-4 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 35 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, exce(ftSA] BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS All bearings 8 -0 -0. (Ib) - Max Gray All reactions 250 Ib or less at joint(s) 14, 8, 11, 12, 13, 10, 9 0\.01 1 1 1 1 1 [ / / /// FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. � \ \\ \ ` � " ` �� / NOTES (8 -11) J . ' • • \CENs • <� � i 1) All plates are 1.5x3 MT20 unless otherwise indicated. • * : '. * 2) Gable requires continuous bottom chord bearing. NO 3 9 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1 -4-0 oc. - - 0 : W _ 5) All bearings are assumed to be SYP No.2 . • W 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10 -0-0 oc and fastened to each truss with 3 -10d (0.131" X 3 ") nails. Strongbacks to STATE OF • ,_ � � be attached to walls at their outer ends or restrained by other means. F • 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular i'.n . C ORIOP' • • 0 ,% building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. �i / V s " " •' � \\ 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) // � n ,..\--. \ \ 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 /// / / Q IN 1 1 1 1 1 \ LOAD CASE(S) Standard February 3,2011 ■ ® WARNING - Verily design paramaters and READ NOTES ON THIS AND INCLUDED :MITER REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 Blvd. 1 1 1 0 0 9 9 Coastal asstal l Bay Bay erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. 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CV b 0 CO ,..," cn aE irn W E- a4 Z Z o w ~c �Q o -c4 o g W a O P E- U .1 Z o o �� = r o' o wrh� Au VI ° �p ci 0 rn P4 N 0 rn U2 z N O V °O w -4 as 0 0 NI 1 co g ' 0 N 1.: 0001111Intiip 0. f:r F.yi W &- iQ W W ' '. I iJ Q co 4 z4 • / z • • cc m ,��i��iiN� nn ��` 7 " MULTIPLE - MEMBER CONNECTIONS FOR SIDE - LOADED BEAMS Point Load - Maximum Point Load Applied to Either Outside Member (Ibs) Connector � � 1tnbty * SemWy 8 *ssembly C Petters m 1ebty 115Semb y p s t € .. T Humber of�� e .,. Connectortype Cennoctoit :- 1 2 - � �-- 13" : 3 " 1 3 t" 13" ` " � 1 � ; ,� 3 _: 1 �# :. g ply 3 ply 6 - 7`_ .:... 2 p ly 4-ply . rely 2- ply = -- 3 -p1Y . 8 ' 1,110 835 835 740 10d (f 128 "x 3•) l2 ) 2,225 ! 1,678 1,670 -... 1,485 $ail 1 3 ,335 2, 2,505 2,225 4 3,335 3,335 2 SOSS¢rews 1,915 1,435( 1,4 1, 1,861P' 1405 A li " x Is 6' , 2,870 2150i2) 2,150_ 7915 ?785'' 271002 r � " x O orWSStr 8 , , ' ( 3,825 2,870( 2,870 2,558 3,715 2,81a�1 _. 3 a *or' , ° 4 2,545 1,910( 1,910 1,695' 1,825 +' 1, 775±4? z l#I or5* ,_ 6 3,815 2860± 2,860 2, 2,890' 2,665 + i 8 5,090 3, ' 3,815 3,390 3,855 3, 55G' 4 t (1) 6' SDS or WS screws can be used with Parallam® PSL and Microllam® LVL, but are not recommended for TimberStrand® LSL. See General Notes on page 38 (2) 3S4° and 33/4" long screws must be installed on both sides. (3) 6' long screws required. (4) 5' long screws required. Point Load Connections =. Point Load Design Example 4 - or 6 -Screw 1 8 -Screw Nail Connection 3,000 Ibs Connection Connection ( l0d (0.128" x 3 ") nails, SDS or Trusslok " SDS or TrussLok typical. Stagger to prevent , screw, typical screw, typical splitting. i ,,.: ' 2 ' ` o 2" spacing, typical 3 14' bottom 2 ", tyPical ' a,, top an � � , � �° ; first, verify that a 3-ply, 1Y4" x 14" beam can , ". 9 1a= �" ^w! 2" �� s----t - . p 1 � , support the 3,000 lb point load as well as all .'' 4 t (( - Equal h 1 " s hy, 1'h" other loads applied. The 3,0001b point load \i s g acin y --,,. .'„):l. , ; ,, ,,,_, , ' ; minimum is being transferred to the beam with a face beam depth 2„ P g 8 " -10" \ ;spacing, mount hanger. For a 3 -ply, 114" assembly, 2" typical eight 3�s" TrussLok°' screws are good for There must be an equal number of 3,815 Ibs with a face mount hanger. nails on each side of the connection MULTIPLE- MEMBER CONNECTIONS FOR TOP- LOADED BEAMS 1 3 /4" -W ide Pieces on both sides. Stagger fasteners on opposite side • Minimum of two rows of 1/2" bolts at 24" on- center • Minimum of three rows of lOd (0.128" x 3 1 nails of beam by 1/2 of the required connector spacing. staggered. at 12" on- center. • Load must be applied evenly across entire beam • Load must be applied evenly across entire beam • Minimum of four rows of 10d (0.128" x 3 1 nails at width. Otherwise, use connections for side - loaded width. Otherwise, use connections for side - loaded 12" on- center for 14" or deeper. beams. beams. • If using 12d -16d (0.148 " - 0.162" diameter) nails, 31/2"-Wide Pie ces ..:' the number of nailing rows may be reduced by one. ■ Minimum of two rows of SDS, WS, or Trusslok"'' • Minimum of two rows of SOS, WS, or TrussLok'" screws, 5" minimum length, at 16" on center. screws at 16" on- center. Use 3 minimum 6' SDS and WS screws are not recommended for t l° length with two or three plies; 5" minimum for use with TimberStrand® LSL. Connectors must 4 -ply members. 6" SDS and WS screws are not be installed on both sides. Stagger fasteners recommended for use with TimberStrand® LSL. For on opposite side of beam by 1 of the required 4-ply members, connectors must be installed connector spacing. 3- or 4- Multiple pieces can be nailed orbolted together P to forma header or beam of the required size, up to a maximum width of 7" iLevel Trus Joist' Beam, Header, and Column Specifier's Guide TJ -9000 July 2008 39 . F 11 x 20 -0 -8 > F FKW r 0 L 1 1 - -.. 0 0 o i o O 0 I �p � - F03( o o — i= c0 cO 1m P I X i 5. f _ 1 y S 0 S ro 0 I 0 f Fo • / ._ FKW 4 -0 -12 q -4 -0 12 -4 -12 5 -11 -8 x >-<-- x > v l I TEK PLATE Al OVAL # ' ( 9 2 1 q 7 , 2 - 21 q7 , 4 , WEYE H 31 -6 -0 >{ BEARING HEIGHT SCHEDULE 8' 1 -118" 17'_3 11 -8 -8 20 -0 -8 1 2016 s G ! 11 a l AF 5 O T o 2 3 % -- -- - -. - - . _ — o ( ) / / eo F TO3 .. ::: / % � 1 NOTES: A O 1.) REFER TO HO 91 (RECOMMENDATIONS FOR T04_ HANDLING INSTALLATION AND TEMPORARY BRACING.) - -- REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. - - _- 5 2.) ALL TRUSSES (INCLUDING TRU55E5 UNDER • - -- -- - - =-. - -: =:: - :::. -::.: ::__::::. . :: .. . d VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL 7105 FOR d ALTERNATE BRACING REQUIREMENTS. • _ .......... _........._.._ ............... • ... _.._........_+ 3.) ALL VALLEYS AE i0 BE CONVENTIONALLY — FRAMED BY BUILDER. AF 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o.c. __. .... ._ ...... _..... -_ - __ ___... .._... ___. ,_..._ MAXIMUM WAGING. UNLE55 OTHERWISE NOTED. 5.) ALL WALLS SHOWN ON PLACEMENT n PLAN ARE CONSIDERED TO BE LOAD T05 ( 6 ) BEARING. UNLESS OTHERWISE NOTED. KO 6.) 5742 TRUSSES MUST BE INSTALLED A F WITH THE TOP BEING UP. • : =_- - -- -- -= =-- - -- :-- F :. - -- 7.) BEAM /HEADER /LINTEL (HDR) TO BE / FURNISHED 8Y BUILDER. F i Builders ® ,. ` ' � , TO 6 2 > i . FirstSource _ i _ \ T076 Jacksonville PHONE: 904- 772 -6100 FAX: 904- 772 -1473 Tampa PHONE: 613- 621 -9831 FAX: 813 -626 -8956 Freeport PHONE: 65O -635 -4541 FAX: 85O- 835 -6835 UILPER: EER Enterpri IEWI ADDPE55: 1911 Hickory Lane NoDEI: - Por mo° na 6ay5 Addition 1 sr. Brr . na PAT[: ;PAWN BY: )rilWI ['threw B: 02/02/11 M5K 356341 A U 5 E P R 0) C T #' S 1 630. 2- 1630. 10 36110 1naro B�Wr Jolt i ,;iLN,. 4. City of Atlantic Beach RECEIVED APPLICATION NUMBER Building Department (To be assigned b the Buildin De artment. r - f� 800 Seminole Road FEB 0 9 ZO�� g / y g p ) �" ` Atlantic Beach, Florida 32233 -5445 / " ' Phone (904) 247 -5826 • Fax (904) + :45 R JR 9 ' E -mail: building- dept @coab.us Date routed: , I/ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ;` // C / / 2p Depar ment review required Yes No / ildi — Applicant: c ` :- /7/1,e - ft - iS ( Plannin,g_&Zon+r6 �j J Tre inistrator Project: c7 ;/ / 7 A eri (,.J / f'/) (Pub�ic_Wg U C � lic Utilities) // Public Safety r ' , n Fire Services Re vi e w fee . G � 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: [gp proved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING ...1q,...,- �/ i/ Reviewed b / Date: l ` l TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. PI'WORK Comments: ' e L I - 1 4 '" -- - • : SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 � , j !.:�`Pty r City of Atlantic Beach APPLICATION NUMBER jS J S � Building Department (To be assigned by the Building Department.) l: 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 ",'" ' Phone (904) 247 -5826 • Fax (904) 247 -5845 �J.it s>r E -mail: building- dept @coab.us Date routed: . ---, ® /7 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ; ' ' 9 /1 /7 7 C h 1 ,L1/ Department review required Yes No J gild )— Applicant: ��7 /Sf.S C ' - ning_ aon+r?g \ 1 Tre inistrator c..7 Project: � 4 /� A ZI -) a) /7� !it Pu l 1Al_or D `. 0 f1 T b1l G�Jtilities n i n 60 4 �/ Public Safety r � ' Fire Services Ree viw fee Y t K , � p -- � s . . c { 3 V �. _� ... $ x „��,�.. � <.,.',,.� w� ��_ ��; °�.�.��.eptESlw gnature ��'..., �a�. � .�� `��.��_,,;.'. • 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: D ate: Z ' 2 2 — 1// 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 05/14/09 :s ��rr,a City of Atlantic Beach APPLICATION NUMBER d , � .� , Building Department (To be assigned by the Building Department.) r , 800 Seminole Road /} _ /e ''& j� - �� Atlantic Beach, Florida 32233 -5445 / / Phone (904) 247 -5826 • Fax (904) 247-5845 9 E -mail: building- dept @coab.us Date routed: ; —. /7 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ' 9 /,1 7 C h i L ,- l G Department review required Yes No / CB i.ld pg.). _ . ___ Applicant: c ` ---i)/-i, /Sf S Planning &Zonir6 Treg.Adininistrator Project: 7 / , 577 ) � t 4 4 *On G(' / `/Public v re N D ubuc u tilit n j Public Safety �� I 7 Fire Services review fee $° {$M 4 ''''V7147 Depf Slgfnature, 1 ,_. :; 4, , / 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: proved. ['Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING Reviewed by: Date:0) - 1 g - 1 1 TREE ADMIN. Second Review: ['Approved as revised. ❑De led. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. CDenied. Comments: Reviewed by: Date: Revised 05114/09 RECEIVED ,!.<A`p, City of Atlantic Beach APPLICATION NUMBER ) . Building Department FEB 0 9 2011 To be ass ned b the Bu De artment. r . r 800 Seminole Road ( g y g p ) Atlantic Beach, Florida 32233-5445 / Phone (904) 247 -5826 • Fax (904) 24'- : �" o t: 0 ' E-mail: building- dept @coab.us Date routed: , ---f City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i / / /1 A C / i , L / D emo ment review required Yes No / ) _...-� Applicant: c ` c ( - sunning - &Zoi r?g 1 Tre dministrator Project: c.7 et /i 7 Z pr-) a. ) 77'-/-) 7Public.WorJ D r d H public utiliti U) a // Public Safety Q� 77 I n Fire Services "" " ap � L s"� e ^ ; -�F a G r �ai�"i "ar' rRa f t3•"""i '�� 5 �t'H'.n r k ,, m..s Re F 4 4 .fit „ r , , ,,. �Stgna ure a. _t . :. "_ ', j 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. RIDenied. (Circle one.) Comments: \ 1, n BUILDING PLANNING & ZONING Reviewed by: Date: ... /Y4' TREE ADMIN. Second Review: VApproved as revised. ❑Denied. PUBLIC WORKS Commen : PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by: Date: -/1 l /// FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 C . r L IE PE yp, m R- N �, ZZ K m O W g ON 0 cZ1 l '—.--. .r.:: Q M U a w :2 2 a to 0 g— F � 110-......., Iloilo a a W 9 p. tg el 5 _ o «� �., ° w a w m �. $ g §8 loe iw : ;AO o gip" a. M a.1' R II .. 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PI 2Btv� 0 z x ti VaCA CA w c z 9'3° • , p?�d * rril � /,),).. ••••••••••••• �, o w • 1 ' - ' �j i � • V � � 7 \ ) t- • * %I.% 'FR 1 0 . z\.) 1 4 'm* ' 1-°3 til es .......-f____ _ r 2 W ag y i -- - - - - -- 'j t' • N r - 1 1 , 1 5 z N bi P -. as \ 0 tv , gli gm (4 g . :i t N • co '`'$ ^ro P* to C/2 q �NY 61 14 N W 0 AY 0 Z CI m x t $ t� to L� col- 5Agaf z 0 K 6 ^ o IA IA Ali @� . ,-- Z Z 0 41 x in a z r vote 0 � � N pr o d P. r 1 1 1 1 � ar i4 mc) 1\3 . e __ 0 ____;____ e _ 1 1 f ,iiitil 4 i - -- --- -± ---- ( - -� - --- N H d b� al 1 VJJ , m e 1--3 ; 1 '� m �a d tli - • d y CO CO y - ® --- - i - - -- G--- -± - - -- E -- y 0 CI 0 Cl E :44 VJJ t7 171 ,.I t ro :4 r d A r d r 1 1 1 1 i �d 7r y7 C" t. r r .a r b to W v \w cm SA-3 z m tzt • It Pe io PO 41 VI o z a 1p y a CD H y 4 4 4� y x' �m �1 x a.- 'v R �' z � t ° . y 0 m� 0 d r a CI a , o Z Y f' ca CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 4 ' 4 E)111 9'14 Application Number 11- 00001656 Date 3/16/11 Property Address 1911 HICKORY LN Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 100000 Application desc 2 story addition w/ porch and wall Owner Contractor BAYS E & R ENTERPRISES OF NORTH FL 1911 HICKORY LANE 2628 WEST END ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270 -2185 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . Sub Contractor . JAMES JOLLY PLUMBING Permit Fee . . . 90.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/12/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Post construction topographical survey required. Other Fees STATE PLBG DCA SURCHARGE 2.00 STATE PLBG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit �}�� Fee Total 90.00 90.00 .00 .00 PERMIT IS k1 YF llV &RDANCE WITH ALQQITY OF ATLANTIO gEACH ORDINANGFE4►ND THE FLORIDIO 0 BUILDING CODES. CITY OF ATLANTIC BEACH r " 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 f.).i31> Page 2 Application Number 11- 00001656 Date 3/16/11 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: 11 n i ck o r y igne PERMIT # (1 - i/65' NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub I Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink I Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory 1 Water Heater Other Fixtures Water Treating System RE -PIPE: t TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons (Requires 3 sets of plans) ❑ Lawn Sprinkler System - Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the p ovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name , mq o Phone Number Plumbing ' Phone Com p an Y � vv x_ � J � �n � Of one a � .3 Fax Co. Address: j /n8 Aj 0 S City S( (cJ h State Zip 3e9a0 I - 1 1 • Print): .,c ' ■ State C • 'ication/Registration # e f Co0/9oo 'fly "` z l �i ' icen ' Holder ' +•:'�� :_ •' D634i� `�"a,' °; ; �q EXPIRES l � May 21, pot i <6 �_ �' 9on ded rh ru Note Sworn and subscri'led before met • i day of 20'/ N Public Underwriters Signature of Notary Public /, / A Ar N. ' 1 '`S CITY OF ATLANTIC BEACH : j 800 SEMINOLE ROAD j� " ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 ti 'sr 0719 ,, 4»'' Application Number 11- 00001656 Date 4/28/11 Property Address 1911 HICKORY LN Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 100000 Application desc 2 story addition w/ porch and wall Owner Contractor BAYS E & R ENTERPRISES OF NORTH FL 1911 HICKORY LANE 2628 WEST END ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270 -2185 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit ELECTRICAL PERMIT Additional desc . REPLACE PANEL WITH SAME /SWITC Sub Contractor . BEACH ELECTRICAL INC Permit Fee . . . 90.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/25/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Post construction topographical survey required. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due ppRl7 Permit �� Fee Total 90.00 90.00 ��11 .00 .00 PERMIT IS ACPI'1'E IN`5-M DANCE WITH AL'L ° CITY OF ATLANTIC`? LLi ACH ORDINANCE QND THE FLORIDA° 0 BUILDING CODES. a r J a CITY OF ATLANTIC BEACH . � :�` ) 800 SEMINOLE ROAD J " "� "" ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Page 2 Application Number 11- 00001656 Date 4/28/11 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 /` JOB ADDRESS: 6 ! `` / Og � PERMIT # (X)°C) /6% JEA INFORMATION REQUIRED ON ALL PERMITS AMPS / i 1 6 2 VOLTS 5'/ 6 PHASE VALUE OF WORK $ 6' d6-a NEW SERVICE n Overhead n Underground n1 Underground up Pole ❑Residential (Main) Service ❑ 0 -100 amps ❑ 101- 150 amp s ❑ 151- 200amps ❑ amps # of Meters ❑Commercial (Main) Service ❑ 0 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps ❑ CT Service amps Conductor Type Size ❑ Multi - Family (Main) Service ❑ 0 -100 amps ❑ 101- 150amps ❑ 151- 200 amp s ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) ❑ 100 amps ❑ 150amps ❑200amps ❑ amps OCT Service amps ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets /Switches: f7 0- 30amps 31- 100amps 101- 200amps Appliances: 0- 30amps / 31- 100amps 101- 200amps A/C Circuits: / 0- 60amps 61- 100amps Heat Circuits: I # circuits @ /0 kw Number of Lighting Outlets, Including Fixtures: SO OTHER ELECTRICAL PROJECTS ❑ Swimming Pool ❑ Sign ❑ Smoke Detectors Qty ❑Transformers KVA ❑ Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts /amps VALUE OF WORK $ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection 'anel Change ❑ OH to UG Other: / P LA ?cc s .7ti& PA ,�s,� u�/ r � S�4 Af i1P Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name / /4ys Phone Number 7(0 Electrical Company / e2-6" e---/ L / ti G Office Phone 7-9 O O Fax Co. Address: / 7 "Z /(/l,/ 60/u A City / ¢raiti776 4 P Zip - 3Z . z -3 5 License Holder (Print): Al G - Po 4N State Certification/Registration # t ' lad / low Notarized Signature of License Holder . % . (�'"�t"•' �. >y 1 RLEY L. GRAHAM � � SW it . uiddt6mer; � .., of ;Vita 20 EXPIRES February 1 , 2014 I : ' � 2 • lic Sig !, �� .. . _ .. jir S r ' o CITY OF ATLANTIC BEACH `a . 800 SEMINOLE ROAD j -� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00001656 Date 5/09/11 Property Address 1911 HICKORY LN Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . 100000 Application desc 2 story addition w/ porch and wall Owner Contractor BAYS E & R ENTERPRISES OF NORTH FL 1911 HICKORY LANE 2628 WEST END ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 270 -2185 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . INSTALL NEW 2.5 TON SYSTEM Sub Contractor . AIR EXCELLANCE INSTALLATION Permit Fee . . . 115.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 11/05/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Post construction topographical survey required. Other Fees STATE MECH DCA SURCHARGE 2.00 STATE MECH DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee To - 115.00 115.00 .00 .00 PERMIT IS p SVE U T c&RDANCE WITH ALP ITY OF ATLANTIC gEACH ORDINANC€ ( AND THE FLORIDA° 0 BUILDING CODES. * `41 CITY OF ATLANTIC BEACH A x � 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 .~yr 1.11> Page 2 Application Number . . . . . 11- 00001656 Date 5/09/11 Other Fee Total 4.00 4.00 .00 .00 Grand Total 119.00 119.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: 1111 (.4 1 ciec iq PERMIT #1 1 11Q S6 PROJECT VALUE $ 7, .. . CO NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit oi .5 Q Heat: Unit Quantity 1 BTU's Per Unit,2jpQ_ Seer Rating ' Duct Systems: Total CFM ),4190 EQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) i Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) 5 Fire Hose Cabinets Quantity (Requires 3 sets of plans 115 Commercial Hoods Quantity (Requires 3 sets of plan Fire Suppression Systems Quantity (Requires 3 sets of plans FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators /Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name )4', gays £ aje. e 'c - 5" Phone Number 6016-56 $ C Mechanical Company Air i1 /once Svc. fitrialla16:y✓1 Office Phone9,23 -VA/7 Fax Co. Address: 3 %13 &/1 f•45 /e L#✓ City •JZ State/EL Zip3 . $• 7 License Holder (Print): A I - - , State Certification/Registration #CcIf /51/02 Notarized Signature of License Holder , ''' DEBRA A. RENTZELL Sworn and subscribed bef• - e this day of M A Y 20i 1 ,• Commission DD 801200 • Signature of Notary Pub .'c _ e r! -;.� > I Expires July 25, 20 � ®ondedTlwTroyfaiokrarice800-385 .7019 A.9R1 CERTIFIED TM www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 3873378 Date: 5/9/2011 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: GSX130181C* Indoor Unit Model Number: AWUF18XX16B* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade /Brand name: GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, independent, third party testing: Cooling Capacity (Btuh): 17400 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 " Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION LIMP The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on AB ■N r' and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2011 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129494327338008440 i