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Permit SFAT 422 W Dutton Island Rd 2011 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date 3/01/12 Parcel Number 172374 -1016- - Property Address . . 422 W DUTTON ISLAND RD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner BEACHES HABITAT Contractor BEACHES HABITAT 904 241 -1222 Application number . . 11- 00002260 000 000 Description of Work . . SINGLE FAMILY ATTACHED DWELLING Construction type . . . TYPE 5 -A Occupancy type . . . RESIDENTIAL Flood Zone ZONE X Special conditions . 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS Approved X i fficial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 0 cr /l. Contractor Name: / 6 " -41-z ' / 7--A1444 Permit #: // Property Address: � °z ° 2, `" Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: S Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works $ 2•42$ 14 Z. 1 7)14..: /(J Public Utilities '111 ZY ?� 1� l Building 24 24 1\ , /I k Planning 1/1 '1 Tree Mitigation /147A l 1 Satisfied Final Survey with FFE , Yes No / All Re- Inspect Fees Paid //Yes No Termite Treatment V Yes No White, Debbie To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika Subject: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD Beaches Habitat has requested their c /o's for 420 and 424 W Dutton Island Road Permit #s 11 -2259 and 11 -2260 Debbie White City of Atlantic Beach Building Department (904) 247 -5826 (904) 247 -5845 FAX to r cn 0 r r £ r r r r r to r l0 r r H 1 1:1 > ro 000 n 0 44 44 MI VI w 0 CO lb CO 44 m w CO r o 0 ryd .0 M Z Z l .- 0 H 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p H r�icn o LO H N N H r N r N H r H r N r r r r .. n Cr) .1 L1 H 0 rrr rrr rrrr rr rrrHrrHH rrrrrr n4. CO H N W N N N N N N N N N N N N N N N N NN NN rrHr 00 lO I D 44 44 4444 0toH •• •• •• •• �� ■.,.��■••� - --- - .. �� 3i0 N O w w W N N N N N N N H / 1 4 H 0 0 0 0 O O N N N N r 0001044 J N N r r IP IN 4.0 l0 r r r r H r 44 4410 4444 0000 C L1O 1-. , 100NJ H\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \ \\ 0 CO I N 0 0.N n H H r r r H r r r r H r r r H r r r r r r r r r r r H r r H r r r r o w n n N NrHHH rrrrHrrrHrrr Hr rr rrrr Hr rHrrrr L1t1y 044.x£ l0• dd 0 , 0 C - o C 0 nm 3n3�317 ? rog?�3.3 ;1 m r o -lby - x• 0 ,, 4ro4 > 1 4 1 0 4ro4ro4ro 4.04.0 4.04 .04.0404 b 4ro 4ro L1Hr om666mfff WWO au En Z Lt 0 H H I 0 0 H O H 1 k 0 1 H H co C 0 )0 13:1 00' CO 01,-030 qq 0 0 yy 030 0 G m b O Co H 0 0 3 Grog n 0 0 0 0 B OO N t O 3 G n S0 L 0 1 3 0 ''H 110 7 1 Z ',0 0 SO y��H11 X0 L1 ',D � y 0'P+ £w fnw 1 1 0n H (1 0 0 OW OH0 H t7 H' 0 ' r M nb[��+] H t1 S00Z.0 0c ro H to .0 m Y C r n H 0 yz 000£ t. 9' ro b t, L1 W 0 11 0 0 3 '7. ',C Co 1 d 'T H H 0.., 0 Cy 0 •0 $0 . H w 0 0 0 01 ft 0 1 3 0 0 L1 10 1•--�i 10 0 010 L1 O Oro 0 M 0 0 L1 nn Co H £(D £ 0 0 0 , 11 - OHE t £ £ H 0 HH !�� 0 r{ S0 S0 0H0• Co 0 0 E "Z Co OH 0 V 0 �w� g m m w o a 1-0 0 MI Z n `r z 0 0 & r Z 00 . r 3H 0 0 H. 4.0 L1 1 H Oro Ur nn 1 .0 01 ~ 0 L1 H 0 1 .. K N n n n Z 00 01 r cn r• H H H m 0 0 Cr 0 0 4 44 0 M •�-1 t•—• n 0. b Z Z x rrF• - z OltOH t" n ' d z ( co 00 H -? N :P :P H 1 1 rr 0. $Z Q \ y ] � e- - w 0 0 ~ti tr 0. cp 4 ob. (D 0 r H N co 14 H O N N G • . N N N N O n cn 0 Y 0 1 0 c 0) 0 0 0 x w 0 H N N 1 White, Debbie From: Hall, Erika Sent: Wednesday, February 29, 2012 3:14 PM To: White, Debbie Subject: RE: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD Tree permit is closed - no issues / OK for Planning & Zoning. Thanks, Erika From: White, Debbie Sent: Tuesday, February 28, 2012 4:51 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika; Graham Shirley Subject: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD Beaches Habitat has requested their c /o's for 420 and 424 W Dutton Island Road. Please email me your results.. Thanks, Debbie W Permit #s 11 -2259 and 11 -2260 Debbie White City of Atlantic Beach Building Department (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Nodine, Phil Sent: Wednesday, February 29, 2012 10:36 AM To: White, Debbie; Carper, Rick; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika; Graham Shirley Subject: RE: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD OK for Public Works From: White, Debbie Sent: Tuesday, February 28, 2012 4:51 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika; Graham Shirley Subject: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD Beaches Habitat has requested their c /o's for 420 and 424 W Dutton Island Road Permit #s 11 -2259 and 11 -2260 Debbie White City of Atlantic Beach Building Department (904) 247 -5826 (904) 247 -5845 FAX White, Debbie From: Walker, Chris Sent: Wednesday, February 29, 2012 1:12 PM To: Nodine, Phil Cc: White, Debbie Subject: RE: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD All good her as well ! From: Nodine, Phil Sent: Wednesday, February 29, 2012 10:36 AM To: White, Debbie; Carper, Rick; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika; Graham Shirley Subject: RE: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD OK for Public Works From: White, Debbie Sent: Tuesday, February 28, 2012 4:51 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Classey, Michael Cc: Hall, Erika; Graham Shirley Subject: REQUEST FOR CERTIFICATE OF OCCUPANCY 420 AND 422 W DUTTON ISLAND ROAD Beaches Habitat has requested their c /o's for 420 and 424 W Dutton Island Road Permit #s 11 -2259 and 11 -2260 Debbie White City of Atlantic Beach Building Department (904) 247 -5826 (904) 247 -5845 FAX -. S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ..,,,, ATLANTIC BEACH, FL 32233 1)? INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002260 Date 7/13/11 Property Address 422 W DUTTON ISLAND RD Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc single family attached Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY ATTACHED Additional desc . Permit Fee . . . 380.00 Plan Check Fee 190.00 Issue Date . . . Valuation . . . . 75000 Expiration Date . 1/09/12 Special Notes and Comments CHANGED EH APN TO AP- PERMIT WILL NOT PRINT WITH APN *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PLEASE PROVIDE COPY OF SURVEYS FOR LOTS 2 & 3. PLEASE PROVIDE COPY OF RECORDED DEEDS FOR LOTS 2 & 3 INDICATING RESPONSIBILITY FOR PROPERTY MAINTENANCE BY EACH TOWNHOME OWNER. CO FOR LOT 2 CURRENTLY UNDER CONSTRUCTION, AND ISSUANCE OF DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list PERMIT IS RI N I PI E tHIAP.V144 CRIA.Tc414YC Atiell4:11:01gIASMY AND THE FLORIDA BUILDING CODES. . 5� CITY OF ATLANTIC BEACH A �g0 ." � w fr � a s 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number Page 2 pp 11- 00002260 Date 7/13/11 Special Notes and Comments Documentation of Wetland Deed Restriction recordation is required before Certificate of Occupancy approval. Other Fees STATE DCA SURCHARGE 5.70 DEV REVIEW- SINGLE & 2 -FAM 50.00 STATE ELEC DCA SURCHARGE 2.00 ENG REV PRE APP > 3 HRS 50.00 STATE ELEC DBPR SURCHARGE 2.00 STATE DBPR SURCHARGE 5.70 SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV PRE APP >3 HRS 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 380.00 380.00 .00 .00 Plan Check Total 190.00 190.00 .00 .00 Other Fee Total 5590.40 5590.40 .00 .00 Grand Total 6160.40 6160.40 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' 5L; , II: '� . CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD � ^" ATLANTIC BEACH, FL 32233 '` INSPECTION PHONE LINE 247 -5814 ham F .7 J1jls)�' Application Number 11- 00002260 Date 7/13/11 Property Address 422 W DUTTON ISLAND RD Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc single family attached Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . Sub Contractor . ADVANTAGE PLUMBING Permit Fee . . . 118.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 1/09/12 Special Notes and Comments CHANGED EH APN TO AP- PERMIT WILL NOT PRINT WITH APN *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PLEASE PROVIDE COPY OF SURVEYS FOR LOTS 2 & 3. PLEASE PROVIDE COPY OF RECORDED DEEDS FOR LOTS 2 & 3 INDICATING RESPONSIBILITY FOR PROPERTY MAINTENANCE BY EACH TOWNHOME OWNER. CO FOR LOT 2 CURRENTLY UNDER CONSTRUCTION, AND ISSUANCE OF DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. R Full � r f igght -of -way restoration, including sod, is required. A � PERMIT IS PR ;VEDr'ONLS'919 D C( NC ff L I P W OF b A e tL.ITC r II . L H I IIVL AA144lIE FLORIDA BUILDING CODES. 402 kp CITY OF ATLANTIC BEACH r) 800 SEMINOLE ROAD X ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number Page 2 11- 00002260 Date 7/13/11 Special Notes and Comments and container cannot be placed on City right -of -way. Documentation of Wetland Deed Restriction recordation is required before Certificate of Occupancy approval. Other Fees STATE PLBG DCA SURCHARGE 2.00 STATE PLBG DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 118.00 118.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 122.00 122.00 .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 -584 JOB ADDRESS: L- 4 22 (11_4 b ddc6rn I.Lk. PERNIIT # 2260 NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub ( Septic Tank & Pit Clothes Washer / Shower j 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 = Water Heater Other Fixtures Water Treating System RE PIPE: 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 fmal 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 provisions of any other state or local law regulation construction or the performance of construction. Property Owners Named ,c Sr }- ct Igt- -rx-]- Phone Number 241 -1 22,E Plumbing Company a. .3 . t i Office Phone 24- 4 Fax 2L-}f q%q Co. Address: ( Ld. n $....._1( ] "T City & h State EL Zip L2 License Holder (Print): C: '' /0 --- State Certification/Registration # L /y�7 Notarized Signature of License Holder '` 4 0elz MICHELLE L CREWS Sworn and subscri p d before me this 1 . S day of ',1 20 t 's , : , „ , 'Al MY COMMISSION # EE037670 & EXPIRES October 28, 2014 Signature of Notary PubliciU� & C }S 1107) 3040153 Flor$ alloleryServke.00m ; City of Atlantic Beach 7, APPLICATION NUMBER _ �? Building Department 2 4 (To be assigned by the Building Department.) i' 800 Seminole Road r ? ) Atlantic Beach, Florida 32233 -5445 � / _ 2 24 Phone (904) 247 -5826 • Fax (904) 247 -5845 ,, tort19 E -mail: building- dept @coab.us Date routed: 6/721/// City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2Z A th)-) /c:V/77),6 ed • . • ■ ment review required Yes No L Applicant: G j r' d OA s / /?r - 7 4- _ nnirtg & Zonin • Tree Administrator Project: 6 j/')0 /� m7 i 1 77fielj 6 ,.. Work,' i �U tilitie' Public Safety i /tr ND( ( Fire Services Fie iew iegi ja , 4 + ep Sig , ttire1 ,4or.' , 4 . < s -f 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: QApproved. Denied. (Circle one.) Comments: L • 1S Gfpvct 755( 140' OV r0, s7 0 - tAi avez. RU 15 Resrdexitai 1-01-0P€44-) s A /'Z�- y- PLANNING & ZON i. f r ;34 10- • 4 Re IL6 50 iie b � r'° D ate: TREE ADMIN. Second Review: ' Approved as revised. ['Denied. . �/ d G j PUBLIC WORKS Comments: � � (�Q,� � (-" �✓lUe a L° ham./ T. ina�ru PUBLIC UTILITIES ArPtSit C�' f GC J g Eli Gce e PUBLIC SAFETY Revie by: Date: 7 / FIRE SERVICES Third Review: (Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 fob Address: 12 2. p.,,,._--.)-,,,,,,.. _. , Sc Permit Number: Jegal Description 1 -- , 4 S Floor Area of S.Ft. Sq.Ft }-rte -(1 D Parcel # 41.4 Taluation of Work S 7S-vim:. 00 Proposed Work heated /cooled 1 non-heated/cooled lass of Work (circle one): 42, Addition Alteration Repair Move Demolition pool/spa window /door Jse of existing /proposed structure(s) (circle one): Commercial esid- 1 . f an existing structure, is a fire sprinkler system installed? (Circle one): • es ebi N /A lorida Product Approval # 'or multiple products use product approval form )escribei ddetail the / type of work to be performed: c--40,..,- }-1J' r-- < i c 4 y l� -- ei; / i - P e X 5 ' - ) z . c; ). if> e:AL5 > 5 9 - 1: 7 - )--44 .4 .� )a-...S e roperty Owner Information: (� 1 - ame: ite,exe-Crer �� : Ito -4 Address: J67) rrck'— ; i , ity 't - rJ C , t,fret State FL-Zip 32 Phone /05 Zell - / r z.2_ -Mail or Fax # (Optional) 5'°tl — 24/1 — 4i--ii„) ontractor Information: Q ce 1,;, 4•- 1 1' ' K `" ompany Name: 1 }i / ddress: /6 ! � � Q �Ymg Ag� ` ,``.4 , City 4 0 State F f- Zip 3 Zz 33 ffice Phone 130 &J_ 1v Jx2 2_ Job Site/ Contact Number 4 / ,..?3. Zt. -7,r Fax # 4. 10 1 - V>' - "j js :ate Certification/Registration # rchitect Name & Phone # lgineer's Name & Phone # t. •%..v f 67,-4.....4,, tr Co* 2/0 q.-.71'- - 77 2-- J Simple Title Holder Name and Address ending Company Name and Address :ortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the uance 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 d void f work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a eriod of six _(6) months at any time after urk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells, Pools, Furnaces, Bo Heaters, :nks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ereb certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this e of work will be complied with whether specd herein or not. The granting of a permit does not presume to give authority to violate or cancel the visions of any other federal, state, or local law regulating construction or the performance of construction. nature of Owner �^-� / Signature of Con r ' � 1 it Name e:‘,_ 24 .- - j ` '~ Print Name +�- �- - t h on1�o and subscribed before me Sworn t9 before subscribed f s 4 .1. 1/414 '\ Day of this `l` `Day of 11'1 oi e me , 201 i •4 , 0 t ",,''•, JO Y C E M. FREEMAN t ; -' ; 4—Al rfy Public s ' s• c t i � r if - a My Comm. Expires Jun 10, 2013 ► ti I ary Public ,� ' � ` � � t : Notary Public - State of Florida •,gip � o° Commission DO 897794 t • :0, II ' l ef OM 10, 2013 '•.t „p• Ciiiiimission 0 00 897794 - # 5 CITY OF ATLANTIC BEACH r) 800 SEMINOLE ROAD J 1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002260 Date 7/14/11 Property Address 422 W DUTTON ISLAND RD Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc single family attached Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type . . . . . TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . LIMBAUGH ELECTRICAL CONTRAC Permit Fee . . . 115.00 Plan Check Fee .00 Issue Date . . . 7/11/11 Valuation . . . . 0 Expiration Date . 1/07/12 Special Notes and Comments CHANGED EH APN TO AP- PERMIT WILL NOT PRINT WITH APN *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PLEASE PROVIDE COPY OF SURVEYS FOR LOTS 2 & 3. PLEASE PROVIDE COPY OF RECORDED DEEDS FOR LOTS 2 & 3 INDICATING RESPONSIBILITY FOR PROPERTY MAINTENANCE BY EACH TOWNHOME OWNER. CO FOR LOT 2 CURRENTLY UNDER CONSTRUCTION, AND ISSUANCE OF DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full right-of-way restoration, includinng sod, is required. PERMIT IS APPR ;VE�` e SA[NC�E ' 4 F" ICCIliEVH ilaKf �Allot gItIE FLORIDA BUILDING CODES. + :, . =`s CITY OF ATLANTIC BEACH s,) 800 SEMINOLE ROAD ` ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 1 .0x319 Page 2 Application Number 11- 00002260 Date 7/14/11 Special Notes and Comments and container cannot be placed on City right -of -way. Documentation of Wetland Deed Restriction recordation is required before Certificate of Occupancy approval. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 115.00 115.00 .00 .00 Plan Check Total .00 .00 .00 .00 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. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: • 2- 2- I L(tfal TS V.-11d (? 1d t- PE - >RmQT # / z E JEA INFORMATION REQUIRED ON ALL PERMITS .1.52._AKPa _Gy VOLTS ,____E PHASE VALUE OF WORK $� 8 ( ) NEW SERVICE ❑ Overhead) Under round r esidential (Main) S rvice - ' g Underground up Pole 00 -100 amps 101- 150amps ❑ 151 -200am s ❑Commercial (Main ervice p ❑ amps # of Meters 00 -100 amps ❑ 101- 150amps D 151 -200am s Conductor Type Size p 0 amps OCT Service amps ❑Multi- Family (Main) Service 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps 0 am s ❑Temporary Pole ❑ amps p # of Unit Meters SERVICE UPGRADE ❑ amps 0 CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) ❑ 100 amps ❑ 150amps D200amps ❑ amps OCT Service am p s ______ ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets /Switches: 0- 30amps 31- 100amps 101- 200amps Appliances: 0- 30amps 31- 100amps 101- 200amps A/C Circuits: 0- 60amps 61- 100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign OSmoke Detectors Qty OTransformers 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 ❑Panel Change DOH to UG :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 aC t �- O bt -} ( ' t -(- ',.�^ Phone Number 2 - 2- 4 H - ( Z Z Electrical Company Li t ' {.�[�l c 1 El>`L•{-t- • C6 1 COI'trc'tc I � ., tce one 2 t- 4 l -G c S{ Fax z He! - M OS Co. Address: `f" Z ...L.- eSf '� 1 , eet City A I CI n1 I C p kip s22 �� License Holder (Print): t ) # K... 4 1 1/1117411 ., tate Certification/Registrat' onii Notarized Signatu •� 13002296 e Barbara K ,� l Q , t o a A a l l . If . K® : • I MYComm,� � sub- ribed ,, efor e�i. t 1 l/ ) (/ 4 0r n Expw 0 311 1/201 3 ay Of , l 20 1 1 tary Public .J C. tACL ! 5)-ty. f, ' City of Atlantic Beach ' ° J�` APPLICATION NUMBER :, s i ta Building Department (To be assigned by the Building Department.) , , 800 Seminole Road p u r Atlantic Beach, Florida 32233 -5445 7 7/ / / - Z Z & o Phone (904) 247 -5826 • Fax (904) 247 -5845 / '- "= orti > E -mail: building- dept@coab.us Date routed: ('/c �// City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 22. A#31-) //rniis ,4 f :_.• ent review re • uired Yes No Applicant: Ad eh E.S jb Th T !_,%L' - . . ' s • 8 Zonin f 3 // L Tree Administrator _ - Project ( ?)-2,-4 ,- 1, 7 1.. r7 � 1 .4/7 - 40/ �f 6 rubiic o _ 1 Public Safety Fire Services _- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: " BUILDING PLANNING & ZONING Reviewed by. Date: 644 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUlA ORK : Comments: PI : C SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 6 A °' , A CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane 1 ; ATLANTIC BEACH, EL 32233 (904) 270 -2535 or (904) 247 -5874 NEW WATER/SEWER TAP REQUEST Date: 6/30 / Project Address: .� , . 414)- No. of Units: Commercial Residential Multi - Family New Water Tap(s) & Meter(s) � Meter Size(s) 3 / / ri New Irrigation Meter— Upgrade Existing Meter from to (size) New Connection to City Sewer / Name: Applicant Address: City: State: Zip: Phone Number: _ Cell Number. Email Address Fax: Signature: (Applicant) J CITY STAFF USE ONLY Application# 7i Water System Development Charge $ 1 0 /D ` Sewer System Development Charge $ b . 9 Water Meter Only $ I Water Meter Tap $ Sewer Tap $ Cross Connection $ 31) . w Other $ TOTAL $ 5 ` — � (notes) APPROVED: iii --- — ' 3v * (Utility Director or Authoriz= - Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED :s1.. ki> City of Atlantic Beach . ' j Building Department 7.01)1'• I APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department) / / - L L AGO Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 ,, E -mail: building- dept@coab.us Date routed: ( //1 City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 / 22. A #7) L/,im� A- !_. .I ent review re • uired 11= No 111 '" ' ' ' Mi Applicant: A Q � � E S / ft ° 7 - . 1 5 . 1 . & Zonin • , / Tree Administrator Project: - � - - i/ . y/j/7n i / A" -�f oh b . ,m'ubic o Fire Public Safety Services Fire Srvices W4VieVie. algVAk bs}: V 1 MY••Fg mmi , W .. � . _wei+a+4wtwFt ,r Other Agency Review or Permit Required of Review Pe or Verifie Receipt By Date 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: Et roved. ['Denied. (Circle one.) Comments: (BUILDING PLANNING & ZONING Reviewed by: //1 Date: 6 - 9 TREE ADMIN. Second Review: ['Approved as revised. ['De ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERNIIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Q Office (904) 247 -5826 Fax (904) 247-5845 - ob Address: 12 2 N1.0-- ;>, . S,,xJ Permit Number: / / - 2 L 6 d legal Description L •= ) :3"" `> r_.,.._; ` • -s' D Parcel # TaIuation of Work $ �, o Floor Area of Sq.Ft. S Ft Proposed Work heated/cooled / Z z n - heated/cooled - s - 1-% 'lass of Work (circle one): New ) Addition Alteration Repair Move Demolition pool/spa window /door lse of existing /proposed structure(s) (circle one): Commercial esid • E' an existing structure, is a fire sprinkler system installed? (Circle one): es No N /A lorida Product Approval # or multiple products use product approval tescribe in detail the type of work to be performed: 6.-)-(...-_, 1 r..u. -r° ;i l JC.`l- " 12 ; 14 - ) .P,...) J`-4 Kt i /•...wS'' ti.X- roperty Owner Information: 4 ... ' ame: rr ,- , ..: � 7A Address: )67 ) 6 6,--e-- ,1 ity ..,) - -? i r .4.-kt State c.Zip . 32.2 . 7 7 Phone 10 _. ` ) - / z 2.z -Mail or Fax # (Optional) c , <f - 2.1-/ - -1.1,, --2 ontractor Information: F ompanyName: 1 13c ..,,, ' e. .� � Yc:� " Q i n A ddress: '. ,-)/ t ee't ,.,,,5 . c City l 1 1 ffice Phone ( �' State Zip ? 7 ; 1- ��- 1/- -) t- - Job Site/ Contact Number c'p4/- _.?15/- Z. r Fax # `7u9 -- Z ) - -- " :ate Certification/Registration # rchitect Name & Phone # sgineer's Name & Phone # -.. ; -<-,,,,,,,_ . 6 ::„ L. c, 2/5/ 7. — e lo 1- _ 77 2 -- }&.. ) e Simple Title Holder Name and Address ending Company Name and Address ortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the uance 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 d void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned fora eriod of six (6) months at any time after 'rk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, D ells, Pools, Furnaces, Boilers, Heaters, nks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ereb certi, 5 that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this e of work will be complied with whether specffed herein or not. The granting of a permit does not presume to give authority to violate or cancel the visions of any other federal, state, or local law regulating construction or the performance of construction. J mature of Owner , Signature of Con r --t' ---) nt Name _ u ,.,- Print Name Lti) 7— Torn to and subscribed before me Sworn t9 and subscribed before me s , P 4-1 '` Day of r'c - - �.. a ■ s • 00 11 - • , this Day of fl l , 20 1 + • � g'Y" y .� JOYCE M. FREEMAN yy tar J Public � =• „ My Comm. Expires Jun 10, 2013 ► (' f ary Public , �'' Notar • Public - State of Florida • Commission # DO 897794 a . y ,, OF fI •.• I % ate' - ' �•��" nQ1E nEjun 10, 2013 • ' •• c``o'"mmission # OD 897794 NOTICE OF COMMENCEMENT Permit No. / / —a-� 5 0 1/ —22 NC Tax Folio No. State of Florida County of Duval 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: Lot 3, Stewart Sub - division, 2 re -plat as recorded in Plat Book 46, Page 11, of the current Public Records of Duval County, FI. Address of property being improved: 420 & 422 Dutton Island Rd., Atlantic Beach, FL 32233 General description of improvements: Construct residential attached single family houses Owner: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: Contractor: Habitat for Humanity of the Jacksonville Beaches N A Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 "` Phone No.: 904 - 241 -1222 Fax No.: 904 - 241 -4310 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 Statues. (Fill in at Owner's option) Name: Address: Phone No.: Fax No.: Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): 12/31/12 . THIS SPACE FOR RECORDER'S USE ONLY OWNER 1 I �/ Signed: I ` • DATE: / / Before me this d. i of/ in the uoe u i i u.ab��n, cart »K 1 bbb I gage 4 i j r, County of Duval, State of Florida, has p- sonally appeared Number Pages. 1 herein by Recorded 05 %02 2011 at !1.34 AM, him - f /herself and affirms that all statements and declarations JIM FULLER CLERK CIRCUIT COURT DUVAL • - rein a[ Trtie and accur - COUNTY / RECORDINIG $10 00 No m... _ - . --'1' _._--, , County of Duval y • .r14511:1: , . n ex. r: . 0 ''.�. _ir_� Per l. rpwnc� .n i Atti - lar• - ft .• �3wu 1 . • rig ' 1 +, , enruary 14, 2014 n or F T T W ', 4 aa' Q .1 , ' C . C `. ^3 2 ' } _ 6 Q, _ c o Julius Lee w. n c E r C u` a a '' r, to 4- G o f"7 RE: 370072- 1 1 09 Coastal BJ Blvd c Boynton Beach ° L 35 � a c Site Information: C i , a 4 G ° " < s v ; G 1-- r. , Project Customer Beaches Habitat Project Name: 370072 Model: 1292 E Z Lot/Block: Subdivision: �, . R -. c. c ,- G 6 Address: 420 -422 Dutton Island Rd Z City: Duval State: Florida t C. ' ur s { �. Name Address and License # of Structural Engineer of Record, If there is one, for the I c- r ` 6 Name: Paine, Lawrence A., PE License #: 21475 ° ' ; is if w Address: 319 Oglethorpe Blvd. ° s r State: Florida x _ c' <; a City: St. Augustine p x c cc M General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawingstbro pfmat, a Loading Conditions): R . c U E CZ 4 Ti Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.3 r - il L ` Q c cu Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf s -- N L CC v Roof Load: 32.0 psf " t 3. o c. m This package includes 18 individual, dated Truss Design Drawings and 0 Additional Drawings. 5 , L -. Ii r 4 0 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 a proval dates supersede and replace the previous drawings. No Seal# I Truss Name Date 1 No, 1 Seal# Truss Name Date 1 14772437 C401 6/8/011 18 114772454 T11 6/8/011 2 14772438 ,CJO3 x6/8/0111 3 14772439 I CJ05 6/8/0 4 14772440 I EJ01 ;6/8011 5 14772441 IEJ07 L6/8/011 6 14772442 T-1.107 ;6/8/011 7 14772443 , T01 6/8/011 8 14772444 I T02 1 6/8/011 9 14772445 . T03 1_6/8/011 10 14772446 I T04 1 6/8/011 11 14772447 _ T05 . 16/8/011 J 12 14772448 ; T06 f 6/8/011 13 14772449 I T07 _6/8/011 14 14772450 T08 16/8/011 15 14772451 I T09 1 6/8/011 I 16 14772452 ,T10 I6/8/011 17 14772453 I T10A ;6/8/011 1 The truss drawing(s) referenced above have been prepared by MiTek `\\ � ' - / 1, , � Industries, Inc. under my direct supervision based on the parameters `�� \ � provided by Builders FirstSource (Jax). ,J . ' v, GENSF ' � C C c s.■ Truss Design Engineer's Name: Julius Lee _ )t ' No 3486 My license renewal date for the state of Florida is February 28, 2013. _ * = NOTE: The seal on these drawings indicate acceptance of O A IL - T professional engineering responsibility solely for the truss ; STATE OF FCORv0P.•• O for any components particular building The is the responsibility of this the b Id a9 component :,� � designer, per ANSI/TPI -1 Chapter 2. <' Y p i, I N q1► �JJ� 8,2011 1 of 1 Julius Lee Job Truss Truss Type j — Qty Piy __. 370072 CJOI • e JACK 4 M772437 Builders FirstSource, Jacksonville, FI 32244 - -- - — — Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:08 2011 Page 1 ID:KnX7cxh5FM1g0HWU9X15sgz8PC_ p6tgH5Gm85Py4tcLGsUCePMaSz KZa14386Ksez8OhT I -2 -0-0 2 -0-0 — — lIl D 1 -0-0 Scale = 1:8.9 3 i ati* 4.00 F12 2 I" B1 1/1 a 2x4 = LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL.� 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 -CLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 6 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer l Installation guide. REACTIONS (lb /size) 2= 264/0 -3-8, 4 =5 /Mechanical, 3 = -96 /Mechanical Max Horz 2=92(LC Max Uplift2= 445(LC 3= -96(LC 1) \ \ �`````11S t I , A: / 77 7 Max Grav2= 264(LC 1), 4 =14(LC 2), 3= 195(LC 4) \ \�\ w`� J /'� /� ICENS F FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. •' �' . ` NOTES (8 -11) * ' No r9 9 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable erg — 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 — cc — 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 73 3) • 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 - O : • 1C/ ` fit between the bottom chord and any other members. .(� STATE OF 4) All bearings are assumed to be SYP No.2 . • 5) Refer to girder(s) for truss to truss connections. : � c •1 •' • . FL ORIO P ••• 0- ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 Ib uplift at joint 2 and 96 Ib uplift at joint // is � \ \ 3. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 / I) 1* 1 8) 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. 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 33435 LOAD CASE(S) Standard Jun_ 8,2011 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER' REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and 6 for an individual building component. Applicability of design paramenters and proper incorporation of component 6 responsibility of building designer - not truss designer. Bracing shown Julius Lee 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/TP11 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 14772438 370072 CJO3 JACK 4 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:08 2011 Page 1 ID: oz5VgHijOg9h? R5gjEGKP1z8PBz- p6igH5Gm85Py4tcLGsUCePMayz ZZa14386Ksez80h I -9-0 -0 3-0-0 I 2 -0-0 3 -0-0 ' Scale = 1:10.3 3 4.00 112 1 2 T1 1.T N 0 d '� 81 1 2X4 = 4 4 i LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2 -4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 12 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS (lb /size) 3 =29 /Mechanical, 2= 254/0 -3 -8, 4 =14 /Mechanical Max Horz 2= 139(LC 4) \ \``\ \ \) I 1 1) / // /// Max Max Gav 3 =29(LC 1), 2= 1), 4 =42(LC 2) ��\\\ \V S Si( / P / �� ■ � � J � • ' o CENS <�� ■ FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. . F NOTES (8 -11) NO 3 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable en'tt 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 — 13 • C _ 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - • LLJ 3)' 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 Q 11./ fit between the bottom chord and any other members. T STATE OF .,• 4) All bearings are assumed to be SYP No.2 . \ 5) Refer to girder(s) for truss to truss connections. i FL ORIOP `E ■ � • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3 and 358 Ib uplift at joint , � • • ` \ \ 1 / 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / /// /1 N k \ \ \ \�\ 8) 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. 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 33435 LOAD CASE(S) Standard Junel 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE kUl -7473 BEFORE USE. Design valid for use only with Mlrek 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 Bay Blvd. al 1 109 Coast B is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, Coastal l erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding y fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Intormofon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 1 370072 CJO5 JACK 4 1 14772439 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 Mil' ek Industries, Inc. Wed Jun 08 08:46:09 2011 Page 1 ID:oz5VgHijOg9h7R5gjEGKP1 zBPBz HJGCURHOvOXpitAXgZ?RBdvIhN1611 YDIort04z80h • I -2-0-0 -0 f - 5 - 0 - 0 5-0-0 Scale = 1:13.7 3 4.00[ u Ti 2 /` 1 40 2x4 = 4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 2 -4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 19 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 102/Mechanical, 2= 299/0 -3-8, 4 =24 /Mechanical Max Horz 2= 187(LC 4) \ \\ `\ t (I Icier) { /�/ /77/ Max Gravy 3= 102(LC 1), 2 299(LC 1), 4 =72(LC 2) �\\` \v5 J " ` • .. -' ■ oCENSF •. y� FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. * . NOTES (8 -11) N 9 ▪ ' 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable mitt — 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 — - 0 • Et 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 7 . • • W 3) • 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 o 41 ./:,- fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 . . , S TATE OF • ••• 5) Refer to girder(s) for truss to truss connections. i-c1 • ' • . ORl9 • • 0 6) joint 2 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 Ib uplift at joint 3 and 371 Ib uplift at / // v s/ . ' p • ' • • 0.,‘ �\\ ■ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 77'0011110° �� 8) 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. 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 33435 LOAD CASE(S) Standard Jun= 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -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 responsibfity of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 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 rm fabrication. quality control, storage, delivery. erection and bracing. consult ANSI/TPI1 QuaBty Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. -- - - ,lob Truss Truss Type Qty Ply 4772440 370072 EJ01 MONO HIP 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:09 2011 Page 1 ID: ozsVgHijOg9h ?R5gjEGKP1 z8PBz- HJGCURHOvOXpi1 AXgZ ?RBdvIhNFHIOBDIort04z8Oh' 7 -0-0 I- -- 2-0-0 -2-0-0 I --0 -0 I 1-0-0 Scale = 1:17.6 4x5 = p: p am 4.00 ,2 W1 T1 1 z 1 / B1 1 PO'Allt 5 6 - - -_ - -- - - - - __ _.. -- - -. - .. 2x4 7 -0 -0 7 -0 -0 ' LOADING (psf) SPACING 2 -0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(TL) 0.17 2 -6 >471 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.17 2 -6 >473 180 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) -0.03 4 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 27 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. 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 CENS with Stabilizer � , Llnstallation guide.. __ _ REACTIONS (lb /size) 4 =22 /Mechanical, 2= 355/0 -3 -8, 5= 176 /Mechanical Max Holz 2= 213(LC 4) s \\ % t i I I / / / / // Max Upli -3(LC 5), 2=- 4 13(LC 4), 5=- 188(LC 4) \\ J . �S ` v C j S, /( ii i/ Max Grav4 =53(LC 2), 2= 355(LC 1), 5= 176(LC 1) i •� FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. - i WEBS 3-6=-162/351 * : NO 9 I NOTES (10 -13) _ 1) Unbalanced roof live loads have been considered for this design. - — Et 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable en; 73 '. • LLj _ 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 0 : (V 3) Provide adequate drainage to prevent water ponding. - T STATE OF 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' \ 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 ��s R� ORIt •'a� �� fit between the bottom chord and any other members. /i/ S/ `' l f e Refer to girder (s) for truss to truss connections. / /// O, VN i 1 'i �� 7) R i d 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift at joint 4, 413 Ib uplift at joint 2 and 188 Ib uplift at joint 5. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 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. 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 12) 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 Jun: 8,2011 • A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. Bay a oas 9 10 Coastal is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the 1 110 C o, FL l 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/TPI1 Quality Crtteda, 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 370072 EJ07 MONO TRUSS 22 1 14772441 r . Builders FirstSource, Jacksonville, Fl 32244 — Job Reference (optional) 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:46:09 2011 Page 1 ID:oz5VgHi7 -0-0 RSgjEGKP1zBPBz- HJGCURHOvOXpi1AXgZ ?RBdviwNG911YDIort04z80h' I -9 -0-0 I 7-0-0 2-0-0 7-0-0 Scale = 1:17.3 3 1, 4.00 12 T1 2 - 1 B1 1 4 6413x5 = - -- - - - -"_- 4 Plate Offsets (X,Y): [2:0- 2- 4,0 -1 -8] LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.09 2-4 >927 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.17 2 -4 >482 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 1 Installation guide. REACTIONS (lb /size) 3= 157 /Mechanical, 2= 355/0 -3 -8, 4 =41 /Mechanical Max Horz 2= 169(LC 4) Max Uplift3= 128(LC 4), 2=- 283(LC 4) Max Gray 3= 157(LC 1), 2= 355(LC 1), 4 =95(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (8 -11) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) All bearings are assumed to be SYP No.2 . 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift at joint 3 and 283 Ib uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \ ` x 1 1 1 1 1 1 / / / / 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \\ c+ // building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \ \\ \ . S•% o,. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) �� \''•••• ' CEN < ' �i • 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 \ , 1 SF •. A\ , LOAD CASE(S) Standard - * - ' No 3 9 - - 0 i Ct - .( N •. STATE OF • ... s Jun: 8,2011 t WARNING - Verify design parameters 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 an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additionol 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 the building designer. For general guidance regarding Boynton, FL 33435 rm fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/7M1 Qualtiy Crtieda, 008 -89 and BCSI1 Building Component Safety Information available from Tans Plate Institute, 583 D'Onofrio Drive, Madison, W153719. Truss Truss Type — a Qty Ply 14772442 370072. HJO7 MONO TRUSS 2 1 _ _ _ __ Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:10 2011 Page 1 ID: oz5VgHijOg9h ?RSgjEGKP1 zBPBz- IVgbhnlOgifgJBIkNHWgjgRrVnbX RGNWSbQxXz8OhR -2- - --- 5-4-11 - - -- — . I - - 9 -10 -13 - I 2 -9 -15 H -- -�-- 5-4 -t1 4-6 -2 Scale: 1/2 " =1' - 4 3�� 2.83 PC2 1 0 3x4 = 9 1 1 C ' 2x4 H 3x4 = 3x4 - I 1 5-4 -11 9- 10 -_ H _- - --_.__ - -..__ —__. ... - -- ---- 5-4 -11 4 -6-2 -- .. - - Plate Offsets (X YX12 0- 1_12,0 -1 -8] --- LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) - 0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) - 0.07 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 1 Code FBC2007/TP12002 (Matrix) Weight: 42 Ib FT = 20% , LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8 -7 -10 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. J REACTIONS (Ib /size) 4= 139 /Mechanical, 2= 436/0 -5-11, 5= 201 /Mechanical Max Horz 2= 234(LC 3) Max Uplift4- 166(LC 3), 2=- 633(LC 3), 5=- 144(LC 6) 1 Max Grav4= 139(LC 1), 2= 436(LC 1), 5= 231(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -8 =- 616/461, 8 -9 =- 619/457, 3-9=-586/461 ' BOT CHORD 2- 11=- 528/577, 11- 12=- 528/577, 7- 12=- 528/577, 7- 13=- 528/577, 6-13 =- 528/577 WEBS 3-6 =- 604/553 NOTES (10 -13) 1) Wlnd: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) All bearings are assumed to be SYP No.2 . 5) Refer to girder(s) for truss to truss connections. \ \ \) I II / / 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 4, 633 Ib uplift at joint 2 \'�\ \` `S �+ K / / / and 144 lb uplift at joint 5. �� V � / 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. J am\ GEN • `� /� ' • ■ 8) Hanger or other connection device(s) shall be provided sufficient to support concentrated load(s) 39 Ib up at 1 -5-12, 39 Ib up at - •• • \.\ SE • • •, 1 -5-12, 25 Ib down and 25 Ib up at 4 -3-11, 25 Ib down and 25 Ib up at 4 -3-11, and 48 Ib down and 95 lb up at 7 -1 -10, and 48 Ib down= and 95 Ib up at 7 -1 -10 on top chord, and 16 Ib up at 1 -5-12, 16 Ib up at 1 -5-12, 12 Ib down at 4 -3-11, 12 Ib down at 4 -3-11, and 421b * •' No 3 9 • * down at 7 -1 -10, and 42 Ib down at 7 -1 -10 on bottom chord. The design /selection of such connection device(s) is the responsibility Of — others. _ 10 : : c e _ 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any 7 • W — particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ,, 0 ' 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) ,... T •. STATE OF \.` 12) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 i FS ••• FLO Rlop, . ` ` LOAD CASE(S) Standard / , / / / / 0 N A` I- \\ \` /f)fliill\\ •ntinued on gage 2___. _. Jun 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI7 -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. 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 Boynton, FL 33435 l 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/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 -- 370072 HJO7 MONO TRUSS 2 1 14772442 • Builders FirstSource, Jacksonville, Fl 32244 - - -- Job Reference (optional) 7.250 s Nov 19 2010 MrTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 2 ID: oz5VgHijOg9h9RSgjEGKP1 zBPBz- IVgbhnlOgifgJBIkNH WgjgRNnbX1 RGNWSbQxxz8OhR LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (pit) Vert: 1- 4 = -54, 2 -5 = -10 Concentrated Loads (lb) Vert: 8= 78(F =39, B =39) 9= 50(F =25, B =25) 10=- 97(F =-48, 6=-48) 11= 10(F =5, B =5) 12=-8(F=-4, B =-4) 13= 28(F = -14, B=-14) I \\1 �11 1 1 /I 1/ /// s. \� , \. • • •. , * No 34869 _ 13 * Ct • �� STATE OF ,• � .- ' i � s • - � LOR1D P 0 _ - -- — Jun: 8,2011 A WARNING - Verify design parameters and READ NOTES ON 7711S AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and Is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of bolding designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction B the responsibillity of the 1109 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 Quallty CrIteda, D5B -89 and BCSI1 Bulding Component Safely Information ovailable from Truss Plate Institute. 583 D'Onofrto Drive, Madison. WI 53719. fob , Truss Truss Type — Qty Ply 14772443 ' 370072 TO1 GABLE 4 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:46:10 2011 Page 1 ID:oz5VgHijOg9h?RSgjEGKP1 zBPBz- IVgbhnlOg'IfgJBIkNHWgjgRwFng UoNWSbQxXz8OhR -2-0-0 2 -10-4 I I 2 -0-0 2 -10-4 Scale = 1:9.7 3x4 % 34.00 12 6x8 4 ;-7 _ 2 d d /T1 d 1 I I I 1 II 5 2x4 s 5x8 I I _ ...2 _ 10-4 __ _ — -H -- -- I 2- 10 -4 Plate Offsets (X,Y): [2:0- 3-8,Edge1,12:0 -5-12 Edge], [4:Edge,0 -1_12] _ - -_— LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 1 n/r 90 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 14 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10-4 oc purlins, except 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. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 239/2 -10 -4, 5= 45/2 -10-4 Max Horz 2 =83(LC 4) Max Uplift2=-250(LC 4), 5= -17(LC 5) Max Grav 2=239(LC 1), 5 =49(LC 2) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (10 -13) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone; porch left and right exposed;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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1 -4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 I I I I f / // fit between the bottom chord and any other members. \ ``C S /� //� 7) All bearings are assumed to be SYP No.2 . \\\ w • r \. �j 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 Ib uplift at joint 2 and 17 Ib uplift at joint ♦♦ J\, . • • CEN /. 5. \ .' $F -- 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any * • NO 79 9 • particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. _ 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) • 12) 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 -; 0 STATE OF .• .` ∎ ■ •,FLORID.. ' C\� N. 1 111,1t t% \`' L Jun: 8,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AIII -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. Julius Lee Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Bay o o 9 10 Cost stl Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 110 CO l 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/T1 Quality Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 370072 IT02 MONO TRUSS 8 1 14772444 • , Builders FirstSource, Jacksonville, FI 32244 - -. Job Reference o• Tonal) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:11 2011 Page 1 ID: oz RSgjEGKP1z8PBz- DhOzv7JeROnXxKKwx 2vG2 4B8 OmxgW16K Tzz8Oh0 -2 -0-0 - 2-6-12 - - - 2 -0-0 2-10-4 2-6-12 0-3-8 Scale = 1:10.0 3 4 2x4 11 4.00 r12 2 W1 T1 c9 B1 1 l il . 2x4 = 8 5 2x4 II ■ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.01 2 -6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.01 2 -6 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight 13 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -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 1 Installation guide. REACTIONS (lb /size) 2= 252/0 -3-8, 5 =39 /Mechanical 1 (I l j( / Max Horz 2 =99(LC 4) `� t � + / //�� / Max Grrav2= 252(LC 1), 5 =46(LC 2) \ \ \ \ \\ `v s S' / / /�� /, ■ FORCES �ICENS �,(� - (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. - • • • \ NOTES (8 -11) — • * • NO 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C_ — Exterior(2) zone; porch left and right exposed;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 - 7 w 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) "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. O STATE OF .� ` 4) All bearings are assumed to be SYP No.2 . , �61 • • ! ORI r • • •\ 0� 5) Refer to girder(s) for truss to truss connections. ...• . / Sl ■ g plate withstanding 316 lb uplift at joint 2 and 85 lb uplift at joint 6) Provide mechanical connection (by others) of truss to bearing capable of withstding 3 1 \ 5. �i� // N A1 \\ � \ 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 particular 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) 10) 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 Jun: 8,2011 ■ A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER' REFERENCE PAGE MII -7473 BEFORE USE. Design valid fa use only with Mnek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design poramenters and proper incorporation of component's responsibility of budding designer - not truss designer. Bracing shown 1 109 Coastal B is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify of the O1 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/IPII Qua81y CrIterla, DSB -89 and BCSI1 BuBding Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 4 Truss Truss Type Qty Ply 14772445 370072 T03 GABLE 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:11 2011 Page 1 ID: HAeu1 cjLnzHXdbgtGynZyFz8PBy- DhOzv7JeROnXxKKwx _2vG2_4 ?B ?rmwbWl6K TzzBOhII 1 -2-0 -0 I 5-0-0 1 1 5- 00 1 2 -0-0 5-0-0 Scale = 1:22.6 3x4 = 2x4 I I 2 11 4.00 r 4 5 6 3x4 % 3 P , 7 3x4 ST1 T1 8 ..r,- 2 T 1 - - - -- -- --- - - T3 m 1 2x4 = 5x8 I I 2x4 I I 2x4 11 5x8 H 2x4 = 1 -- -- 10 -0 -0— __ -- 10 -0 -0 Plate Offsets (X,Y): [2:0- 3.8,Edge], [2:0- 5- 12,Edge], [5:0- 2- 0,Edge], [8:0 -3-8 Edge], [8:0- 5- 12,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 0.39 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 1 n/r 90 BCLL 0.0 " Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 41 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0 -0 oc purlins. 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 10 -0-0. I (Ib) - Max Horz 2 =98(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 8 except 2=- 327(LC 4), 10=- 122(LC 4), 9=- 275(LC 5) Max Gray All reactions 250 Ib or less at joint(s) 2, 8, 10 except 9= 287(LC 11) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. BOT CHORD 2 -10= 133/253, 9-10 =- 133/253, 8- 9=- 133/253 WEBS 6-9 =- 245/373 NOTES (11 -14) 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 =22ft; 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 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) 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. \ \011 ([ 1 / / / / 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 \\ \ \` ` \ \ S S /� . /7 //// fit between the bottom chord and any other members. \ V r\ 8) All bearings are assumed to be SYP No.2 . ■\ v CEN • • • � � ,, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt =lb) 2 =327 .•'. \.. SF ' , 10 =122, 9 =275. - 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ._ * ' NO 34869 11) 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. _ -0 : r 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 33435 / W LOAD CASE(S) Standard �, STATE OF \. . • : i �1 F � NA ORiO & '• / //S \\\ June 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1 -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design B based only upon parameters shown, and is for an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component's responsibility of building designer - not truss designer. Bracing shown Blvd. Bay a oas 9 10 Coastal is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 110 C o, s l Boy erector. Additional permanent bracing of the overoll structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Crlteda, DSB -89 and BCSI1 Building Component Safety Intormatton available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. J Job Truss Truss Type - -- Qty Ply 370072 T04 COMMON 4 1 14772446 ' Builders FirstSource, Jacksonville, Fl 32244 — - - Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:11 2011 Paget ID: HAeulcjLnzHXdbgtGynZyFz8PBy- DhOzv7JeROnXxKKwx_2vG2 4BB ?Vmw1W16K Tzz80h H 2-00-0 0 I 5 -0 -0 7 -0-0 5 -0 -0 2 -0-0 Scale = 1:17.3 4x5 = 3 P il 3x4 4.00 i12 I T2 4 ------ 4 111 j W1 T1 2 ;75 B1 PAN 1 x = 4 �r 6 3x4 = 5 2x4 .. --- _.__- - - - -.. __._ 5-0-0 7 -0 -0 -- - - - -- 5 -0 -0 - -- — -- - 2-0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.01 2 -6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.03 2 -6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 31 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 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 6 -0-0 oc bracing. W3: 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= 352/0 -3-8, 5= 195 /Mechanical Max Harz 2= 117(LC 6) Max Uplift2= 293(LC 4), 5= -92(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES (9-12) 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 =22ft; 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 fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 . 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt =lb) 2 =293. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. \ 1 l,'t 1 (1 1 / / / 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular \\ S. "1/ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. \\\ OS • k � 10) For special connections with reactions or uplifts Tess than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) �� ``\ • • . E • : C -- /j • 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 - ' .' \) N s . • A. i LOAD CASE(S) Standard = No 34 j� = 7 ■ W �� STATE OF ._ � •-. 'i �s �C ORIDP".• ' �` ,,,,,. e , // ioNm_ „, Jun= 8,2011 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -74T3 BEFORE USE. Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of Individual web members only. Additional temporary tracing to insure stability during construction B 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 Boynt FL 33435 fabrication, quality control, storage. delivery. erection and bracing, consult ANSI/TPil Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. I4ob Truss Truss Type Qty Ply 4772447 1370072 T05 .HIP - 2 1. 1 2 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:12 2011 Page 1 ID: IMCGEyk_ YHPOFIF3gfloUSz8PBx- huyL6SJGCJvOZUv6ViZ8pFXCBb9VW IDg_m4X ?PzsOh' L-2,0 1_ 7 -0-0 I 11 -11-6 i 16 -9-0 _ 1 21 -6-10 I 26-6 -0 I 33-4 -8 I 2 - 7 - 4 - 4-9 -10 4 -9 -10 4 -11-6 6 -10-8 Scale = 1:60.9 400 112 5x7 = 2x4 11 3x8 - 3x4 = 2x4 11 5x7 = 3 15 18 4 T 'y 18 5 19 6 20 7 21 22 8 23 emu- ` �I _ N b C/ '• 3x8 14 24 25 13 26 27 72 28 29 11 30 31 10 32 33 34 3x8 2x4 11 5x8 = 2x4 11 6x10 = 2x4 I I 1 7 -0-0 11 -11-6 16 -9 -0 21 -6 -10 26-6-0 33-4-8 i 7 - 4 ._.,_ 4 - 9 - 10 4 - 9 - 10 4 - 11 - 6 6_10 -8 Plate Offsets (X X)_13:0_5- 4,0 -2 -81, [8_0- 5- 4,0 -2 -8], [11:0-4-4,0-3-0], [13:0 -3- 12,0 -3-0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.56 12 >716 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.85 11 -12 >467 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(TL) 0.18 9 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 298 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4 -2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. WEBS 2X4 SYP No.3 1 REACTIONS (lb /size) 9= 2300/0 -2 -0, 2= 2217/0 -3-8 Max Horz 2=95(LC 5) \\ \t\ 11 i l l f / /// Max Uplift9=- 1261(LC 4), 2=- 1370(LC 3) \` \- \`\ \` `S S (� // / I FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. sS V • V • \__ CEN$ \ \ � `, [\ (\, TOP CHORD 2- 3=- 5807/3291, 3-15=-7554/4243, 15 -16 =- 7553/4242, 4 -16 =- 7553/4242, •• ' • '• `` 4 -17 =- 7542/4233, 17 -18 =- 7542 /4233, 5-18 =- 7542/4233, 5-19 =- 7464/4146, , * * ..- 6-19=-7464/4146, 6-20=-7464/4146, 7- 20=- 7464/4146, 7- 21=- 7464/4146, _ NO 21-22=-7464/4146, 8- 22=- 7464/4146, 8- 23=- 5742/3194, 9-23 =- 5830/3183 — — BOT CHORD 2- 14=- 3067/5429, 14- 24=- 3071/5449, 24 -25 =- 3071/5449, 13 -25 =- 3071/5449, 7: '1D : • LL - 13-26=-4465/8254, 26- 27=- 4465/8254, 12-27=-4465/8254, 12 -28 =- 4465/8254, 7 N .. : W 28- 29=- 4465/8254, 11- 29=- 4465/8254, 11 -30 =- 2963/5501, 30 -31 =- 2963/5501, 10 -31 =- 2963/5501, 10 -32 =- 2952/5469, 32- 33=- 2952/5469, 33 -34 =- 2952/5469, STATE OF iill -- 9-34= 2952/5469 i �\ •/A � WEBS 3 -14= 84/511, 3-13 =- 1235/2428, 4- 13=- 546/419, 5- 13=- 843/395, 5-12= 0/366, - ` S 1 • . •' V �� 5 -11= 917/518,7 -11= -549/ 423 ,8 -11 =- 1234/2268,8 -10 =- 188/513 ,,,,//0/•//•. " N A' \ \\� NOTES (13 -16) / / /� \ \\ 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except H noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. II; Exp C; enclosed; MVVFRS (low- rise); Lumber DOL =1.60 plate grip DOL =1.60 5) Provide adequate drainage to prevent water ponding. 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 fit between the bottom chord and any other members. 8) All bearings are assumed to be SYP No.2 . 1 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt =lb) 9 =1261, 2 =1370. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. .1 . -..l . -qe2 ____ June 8,2011 1 r A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE hf77 -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. Julius Lee Applicability of design paramenters and proper incorporation of component k 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 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 CrNerla, DSB -89 and BCSI1 Building Component Safety inlormatlon available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. • Job Truss Truss Type Qty Ply - -- — 370072 T05 HIP 2 14772447 Builders FirstSource, Jacksonville, Fl 32244 - - -- — .. Job Reference (optional) 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:46:13 2011 Page 2 NOTES (13 -16) ID: IMCGEyk YHPOFIF3gfIoUSz8PBx- 941/4KoKvzdlFAeUJ3P4NLT3Nx _VIEISpCQp5Ysz80h 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 188 Ib down and 238 Ib up at 7 -0-0, 103 Ib down and 100 Ib up at 9-1 -1, 1031b down and 100 Ib up at 11 -1 -1, 103 Ib down and 1001b up at 13 -1 -1, 103 Ib down and 100 Ib up at 15 -1 -1, 103 Ib down and 100 Ib up at 16 -7 -1, 103 Ib down and 100 Ib up at 17 -5-4, 103 Ib down and 100 Ib up at 19 -5-4, 103 Ib down and 100 Ib up at 21 -5-4, 103 Ib down and 100 Ib up at 23 -5-4, and 103 Ib down and 100 Ib up at 25 -5-4, and 39 Ib down and 13 Ib up at 27 -5-4 on top chord, and 266 Ib down and 130 Ib up at 7 -0 -0, 65 Ib down at 9-1 -1, 65 Ib down at 11 -1 -1, 65 Ib down at 13 -1 -1, 65 Ib down at 15 -1 -1, 65 Ib down at 16 -7 -1, 65 Ib down at 17 -5-4, 65 Ib down at 19 -5-4, 65 Ib down at 21 -5-4, 65 Ib down at 23 -5-4, 65 Ib down at 25 -5-4, 166 Ib down and 116 Ib up at 27 -5-4, and 185 Ib down and 92 Ib up at 29 -5-4, and 185 Ib down and 92 Ib up at 31 -5-4 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 13) 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. 14) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 15) 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 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 3 = -54, 3- 8 = -54, 8-9=-54, 2 -9 = -10 Concentrated Loads (Ib) Vert: 3=- 188(F) 14=- 222(F) 12= -31(F) 11= -31(F) 5=-103(F) 7=- 103(F) 15=- 103(F) 16=- 103(F) 17=- 103(F) 18=- 103(F) 19=- 103(F) 20=- 103(F) 21= 103(F) 22=-103(F) 23 =13(F) 24= -31(F) 25= -31(F) 26= -31(F) 27= -31(F) 28= -31(F) 29= -31(F) 30= -31(F) 31= -31(F) 32=-166(F) 33=- 185(F) 34=- 185(F) I 0 x 011111/0, v Si c ' % , \ �`)..••o ENSF'< .. * No34 9 - 0 CC , O ' LL/-:' T .. STATE OF .• ,` c ' <` . \\\ Jung 8,2011 1 t A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11 -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and a for an individual building component. Applicability of design poromenters and proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown Julius Lee 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/1911 QuaIlty Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onohio Drive, Madison, WI 53719. .lob _— Truss Truss Type ... Q Pl y 14772448 370072 1'06 HIP 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MITek Industries, Inc. Wed Jun OB 08:46:132011 Page ID: IMCGEyk_ YHPOFIF3gfloUSzBPBx- 94W)KoKvzdl FAeUJ3P4NLT3KI_agEexpCQpSYszsOh e 1_-241-0 1 _ 4 -10 -14 _ . 9 1 _ _ — 16 -9-0 -- _ .+ —_ 24-6 -0 1 28-7 -2 I 33-4 -8 1 2 -0-0 4 - 10 - 14 4 - - 7 -9 -0 7 -9 -0 4-1-2 4 9-6 Scale = 1:60.9 5x8 = 2 H 5x8 = 4.00 112 4 5 6 R _._ - --- — . 2x4 % 2x4 7 3 • p \ u' a 6 ‘7, c). d 8 6 7 11 9 4 x5 = 3x8 = 13 12 10 3x4 __ _ 3x8 = 3x5 = 3x4 = 3x5 1 9 - __ _ _ ___ — - 16 -9 _ 24 - 33-4 -8 .. i I- _ - __ -. 9 -0-0 + -- 7-9-0 _ -- 7-9-0 810 -8 Plate Offsets (X Y): [4_0- 5- 4,0- 2- 81,[6:0- 5- 4,0 -2 -8] LOADING (psf) I SPACING 2 -0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.56 11 >706 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.57 11 -13 >701 180 I BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 8 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 153 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -11 -12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -11 -11 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 (Ib /size) 8= 1057/0 -2 -0, 2= 1183/0 -3 -8 Max Horz 2= 108(LC 6) Max Uplift8=-574(LC 5), 2=- 737(LC 4) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2716/2575, 3-4 =- 2440/2305, 4 -5 =- 2985/2947, 5-6 =- 2985/2947, 6-7 =- 2453/2351, 7 -8 =- 2743/2701 BOT CHORD 2- 13=- 2342/2519, 12 -13 =- 2007/2293, 11 -12 =- 2007/2293, 10 -11 =- 2048/2304, 9 -10 =- 2048/2304, 8- 9=- 2479/2557 WEBS 3-13= 255/358, 4- 13=- 59/298, 4 -11=- 750/869, 5-11 =- 476/572, 6-11=-706/865, 6-9 =- 104/298, 7 -9 =- 285/463 NOTES (10 -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 =22ft; Cat. 11; Exp C; enclosed; MVVFRS (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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ \ I I I I I / / / 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 �\\`` ``C c+ , 1// fit between the bottom chord and any other members. � N. \ \3 S. `. / /� / 6) All bearings are assumed to be SYP No.2 . J . ‘ . G EN :/ 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. N-\ s - 8) Provide mecanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 8=574,..' 2 = * • ' No 9 ' * — 9) "Semi rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) 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. ; 11) For special connections with reactions or uplifts Tess than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) _ N • W : 12) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 : � 41 STATE OF LOADCASE(S) Standard < //// 6 - 1 //61/ . / .. 0 , (C' L ORtO 1 ' .•' (j �� I NA` \ `\ L _ _ Jun: 8,2011 i f A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII - 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Bay a oas 9 10 C tl Blvd. Is to lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 110 C o, s l 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/TPIl 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 • 370072 T07 HIP 2 1 14772449 , Builders FirstSource, Jacksonville, Fl 32244 -- - -- Job Reference (Optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:14 2011 Page 1 ID: IMCGE YHP OFIF 3 gfIoUSzBPBx - eG V 1 -2 -0-0 1 5 -10-14 11 -0-0 16-9-0 I 22-6-0 I 27-7-2 33-6-0 1 35-6-0 2 -0-0 5 -10 -14 5-1 -2 5-9-0 5-9-0 5-1-2 5 -10 -14 2 -0-0 Scale = 1:63.0 5x8 = 2x4 H 503 = 4.00 12 4 5 6 IA 2x4 L' 2x4 3 7 f ?_ N 2 a — _. r41 d in r� 9 1- 3x8 = 14 13 12 11 10 3x8 = d 3x4 = 3x4 = 3x8 - 3x4 = 3x4 = l I— .. 8 -9-6 — f 16-9 - O f 24 -8 -10 33-6-0 _ -- — — 8-9-6 7 -11 -10 7 -11 -10 --- 8-9-6 - --- (psf) 2-0-0 CSI - - - -- - - LOADING s SPACING DEFL in (loc) I /deft LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.44 12 >901 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.47 12 -14 >852 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.13 8 n/a n/a BCDL 5.0 Code FBC2007ITPI2002 (Matrix) Weight: 155 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -8 -1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -1 -10 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 (Ib /size) 2= 1181/0 -3 -8, 8= 1181/0 -3-8 \ ,' i - i i I Max Horz 2= 106(LC 6) /1 Max Uplift2=-727(LC 4), 8=- 727(LC 5) \`` \\\ S f / / / • FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ v • •' � �CENSF ` ' �� TOP CHORD 2- 3=- 2707/2578, 3- 4=- 2404/2297, 4 -5 =- 2404/2414, 5-6 =- 2404/2414, 6- 7=- 2404/2297, * : .- 7 -8 =- 2707/2578 BOT CHORD 2 -14 =- 2259/2510, 13 -14 =- 1748/2078, 12- 13=- 1748/2078, 11- 12=- 1748/2078, t,)Q 9 10-11=-1748/2078, 8 -10 =- 2259/2510 WEBS 3-14=-330/472, 4 -14 =- 221/367, 4 -12 =- 343 / 522, 5-12 =- 348/408, 6-12=-343/522, — 'L( • W - 6-10=-221/367, 7 -10 =- 330/472 — N w NOTES (9-12) Q �/ 1) Unbalanced roof live loads have been considered for this design. i T STATE OF 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C , s '' • FL °RIpP 0, \■ Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 c1 \ 3) Provide adequate drainage to prevent water ponding. / / / / / v /� N A \ \\ 4) T truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /// / / I I I I ((� `\ 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 fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =727, 8 =727. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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 Jun- 8,2011 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ln77 -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and a for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of budding designer - not truss designer. Bracing shown Julius Lee is for lateral support of indlvkival 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 rm fabrication, quality control. storage, delivery. erection and bracing. consult ANSI/TPI1 Quality Criteria, DSB -89 and 8CS11 Building Component Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. ;iob Truss Truss Type Qty Ply 14772450 370072 708 HIP 2 1 Job Reference f optional) - Builders FirstSOUrce, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun OB 08:46:15 2011 Page 1 I D:IMC G Eyk_YH POFIF3gfloU Sz8PBx -0TdU IUM9U EHzQyehAg6rQu9iuoFliel6gjl BckzBOhM I- -9 -0 -0 I 6 -10 -14 I 13 -0 -0 + -- 20,6Z -- I 26-7 -2 I 33-6 -0 1 35-6-0 1 2 -0-0 6 -10-14 6 -1 -2 7-6-0 6 -1 -2 6 -10 -14 2 -0-0 Scale = 1:63.0 5x8 = 5x7 = 4 5 4.00 'T2 - T 2 3x4 % 3x4 6 v 3 4e I o W , i n• Y/ cS 1 / - -- -- 13 12 11 10 g 3x8 = d 3x8 = 14 2x4 II 3x4 = 3x8 -- 2x4 I I 3x4 = 3x4 = 1 __ 6 - 10 - 14 13 .. _ 20_6 - -_- +__.. __ 26-7 -2 _ -- } 33-6 -0 - -- - l 6 -10 -14 -- 6 -1 -2 { - -- 7-6-0 8 - - -- -1 -2 — - --� 6- 10 -14 i Plate OffsetskX,Y): [4:0- 5- 4,0 -2 -81 15:0- 3- 8,0 -2 -51 — LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.39 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.43 11 -12 >923 180 BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(TL) 0.13 7 n/a n/a BCDL 5.0 1 Code FBC2007/TP12002 (Matrix) Weight: 157 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -6-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -2 -7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 1181/0 -3 -8, 7= 1181/0 -3 -8 Max Horz 2= 118(LC 6) Max Uplift2- 717(LC 4), 7=- 717(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 2678/2537, 3-4 =- 2077/2056, 4 -5 =- 1929/2026, 5-6 =- 2078/2056, 6 -7 =- 2678/2538 BOT CHORD 2- 14=- 2212/2477, 13 -14 =- 2212/2477, 12- 13=- 2212/2477, 11 -12- 1596/1929, 10 -11 =- 2212/2477, 9-10 =- 2212/2477, 7 -9 =- 2212/2477 WEBS 3 -12 =- 602/665, 4- 12=- 199/352, 5 -11 =- 199/352, 6 -11 =- 602/665 NOTES (9 -12) 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =22ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) This truss the b aseen chord and a designed for live load of 20. s sf on t he bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will \\\```\\I `` c 1 1 / f fit 7/// 6) All bearings are assumed to be SYP No.2 . �\\ w 7 J / • < ,( � / /j 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =717, . ....3.,...• ' •' • • / 7 =717. t GEN $F ` •••:,, 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particL r * NO r9 9 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 Tess 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 • W LOAD CASE(S) Standard ---; 0 0 • STATE OF .G.. �, F • LORID ,'.•• C ' June! 8,2011 ,N WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERENCE PAGE ht7I -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. JUIIUS Lee Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, s 1 109 Coastal l 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/TPI1 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 • • 370072 T09 HIP 2 1 14772451 Builders FirstSource, Jacksonville, Fl 32244 — Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:16 2011 Page 1 ID: DYmeSlic JbXFsvpFONp 11 gz 8 PBw - afBsygMnFYQgl6DtkYd4z5hsDCbeROfFvN218Az8Ohl 1 2-0-0 1 7 -10-14 I 15-0-0 1 3 251-2 I _ 33-6 -0 1 35.6-0 1 7-1-2 7 -10 -14 2 -0-0 Scale = 1:63.0 4.00 112 5x8 = 5x6 = 5 8 3x4 3x4 3x4 % 4 1L 3 �� eS to ol w 0000 A 1 ;,e _ — . _ _. 9 -171 4x5 — 16 15 14 13 12 4x5 = 11 d A' 3x5 = 2x4 2x4 II 3x4 =- 3x8 = 3x5 - H 7 -10-14 15 -0-0 18 -6-0 25 -7 -2 33 -0 7 -10 -14 7 -1 -2 - - --- 3 -6- 0 f - - -__ ...712 f 7 -10 -14 — Plate Offsets (X,Y): [ 3- 2,0- 0- 2],[5:0 -5- 4,0-2- 8],[9:0- 3- 2,0 -0.2] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.40 14 -16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.42 14 -16 >938 180 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(TL) 0.13 9 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 160 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -4 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -2 -6 oc bracing, Except: WEBS 2 X 4 SYP No.3 5-4-7 oc bracing: 13 -14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1181/0 -3 -8, 9= 1181/0 -3-8 Max Horz 2= 131(LC 6) Max Uplift 2= 705(LC 4), 9=- 705(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2645/2543, 3- 4=- 1883 / 1896, 4-5 =- 1814 / 1913, 5-6 =- 1731/1896, 6-7 =- 1815/1913, 7 -8 =- 1884/1896, 8 -9 =- 2645/2543 BOT CHORD 2 -16 =- 2209/2442, 15 -16 =- 2209/2442, 14 -15 =- 2209/2442, 13- 14=- 1412/1730, 12- 13=- 2209/2442, 11 -12 =- 2209/2442, 9-11 =- 2209/2442 WEBS 3-16= 0/252, 3-14=-777/857, 5-14=-271/331, 6-13 =- 272/332, 8 -13 =- 776/857, 8 -11 =0/251 NOTES (9-12) 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 =22ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \ 1 1 1 1 I I I I / / / 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 \\ �\ / '/ fit between the bottom chord and any other members. \ VS S• K , 6) All bearings are assumed to be SYP No.2 . *\ __ ``� • . • • • • .. • • • • 4 , [• ', 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =705,` �v. \,10ENSF • • ` ,s ,/ 9 =705. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. — * NO 3 9 • 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particotar 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) r_ 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 • LLl Z. LOAD CASE(S) Standard � � T • STATE OF i��1 •'•. ('j , .,� / / °N \ \ \ \ Jur 8,2011 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -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's responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction k 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 rm fabrication. quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Qualify CrDeda, D5B -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. lob Truss Truss Type Qty Ply 14772452 370072 T10 ( COMMON - -- — - — 2 -- 1 Job Reference (optional) _ Builders FirstSource, Jacksonville, El 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:16 2011 Page 1 ID: DYmeS IIcJbXFsvpFONp11 gz8PBw- afBsygMnFYQgl6DtkYd4z5htVCbtR5yFvN218Az8Oh - 1 -2-0 -0 1 - -- 6 -1-8 _. f 11 - I .__ 16 - _ I... - 22 -0-12 1 27-4 -8 I 33-6-0 1 35-6 -0 I 2 -0-0 6 -1-8 5 -3 -12 5-3-12 5-3 -12 5-3 -12 6 -1 -8 2 -0-0 Scale = 1:61.9 4.00 12 4x5 6 3.5 % 3x4 % 3x4 3x5 5 7 6 2x4 40 2x4 z-5- 3 14 • 9 10 in .a 2 ,---- � — — -- f =r • - - -� 61 ------ 1 I� 6 } 3x8 == 16 15 14 13 12 3x8 = o / 3x4 = 3x4 = 3x4 = 3x4 = 3x8 = ... 8 - I -- 16 - - - - - -- � - -- --.... 24 - 8.10 -- --- 33-6 -0 8 -9-6 7-11-10 7 -11 -10 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.41 14 -16 >974 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.42 14 -16 >939 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.13 10 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 158 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -7 -12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -0-12 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. - I REACTIONS (Ib /size) 2= 1181/0 -3 -8, 10= 1181/0 -3 -8 Max Horz 2= 141(LC 6) \\ \ t I l i 1 11 Max Uplift2= 694(LC 4), 10=- 694(LC 5) \ \ \\ uS Sic ■ J � � / • <� • FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ ,. CENS TOP CHORD 2 -3 =- 2693/2657, 3-4 =- 2408/2404, 4 -5 =- 2351/2412, 5-6 =- 1705/1820, 6 -7 =- 1705/1820, i 7 -8 =- 2351/2412, 8 -9 =- 2408/2404, 9-10=-2693/2657 * : • * BOT CHORD 2-16=-2331/2495, 15-16=-1834/2056, 14- 15=- 1834/2056, 13-14=-1834/2056, No r9 9 12-13=-1834/2056, 10- 12=- 2331/2495 — — WEBS 6-14=-806/784, 7 -14 =- 613/716, 7 -12 =- 236/384, 9-12 =- 320/446, 5-14 =- 613/716, — � • : ce - 5-16 =- 236/384, 3-16 =- 320/446 N . • : i J NOTES (8 -11) � STATE OF � Z � 1) Unbalanced roof live loads have been considered for this design. . L ORI O .r7,..1\ •. � � � '; 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =22ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) and C -C , 5 ' • Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 /j S/ \�� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. // ° N AV- \ \\ 4) * This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will I I 1 HMI I )\ \ \ fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 . 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 2 =694, 10 =694. 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 particular 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) 10) 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 Junq 8,2011 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. Bay a as 9 10 Coastal is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction S the responsibillity of the 1 110 Boynton, FL l Bay erector. Additionol 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 Crtterla, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qt Pl 370072 1 COMMON 14772453 2 1 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:46:17 2011 Page 1 ID: DYmeSIIcJDXFsvpFONp11 gz8PBw- 2r1E9ANPOsYhfFo41F9J WJE2Icx5AYUP71 nlhdz80h < 1 -7 -0-0 1 6 -1 -8 I - 11-5-4 15-11-4 117 -6 -121 22-0-19 97-4-8 I 33 1 35 - 1 2 -0-0 6 -1-8 5 -3 -12 4410 1 -7-8 4-6-0 5-3 -12 6-1 -8 2 -0-0 Scale = 1:63.0 2x4 4.00112 3x4 = 3x4 = 6 7 8 n r. 3x5 3x4 � 3x4 5 9 3x5 4 10 2x4 0 IIIIIIS p 2x4 i 2 't 11 4 N,4111/ .. Tr 12 w 1 era lel \ d 181--- 3x8 = 18 17 18 15 14 ° d 3x8 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 F --- _ 8-9-6 I 16 - 24 - 8 - 10 33 - 0 -- _ 8-9-6 7 -11 -10 7-11-10 8-9-6 Plate OffsetsjX,Y): 16:0-2-0,0-2-13],[8:0-2-0,0-2-131 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.42 16 -18 >958 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.43 16-18 >920 180 BCLL 0.0 • Rep Stress Incr YES WB 0.45 Horz(TL) 0.13 12 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 158 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -7 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -0 -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 (Ib /size) 2= 1181/0 -3 -8, 12= 1181/0 -3 -8 Max Horz 2=-136(LC 7) Max Uplift 2= 699(LC 4), 12=- 699(LC 5) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2697/2647, 3-4 =- 2406/2388, 4-5 =- 2349/2395, 5 -6 =- 1715/1817, 8- 9=- 1715/1817, 9-10 =- 2349/2395, 10 -11 =- 2406/2388, 11 -12 =- 2697/2647, 6-7 =- 1588/1771, 7 -8 =- 1588/1771 BOT CHORD 2 -18= 2322/2499, 17- 18=- 1810/2048, 16 -17 =- 1810/2048, 15-16=-1810/2048, 14- 15=- 1810/2048, 12 -14 =- 2322/2499 WEBS 7 -16 =- 758/747, 9- 16=- 590/676, 9-14 =- 245/388, 11- 14=- 326/459, 5-16=-590/676, 5-18=-245/388, 3-18 =- 326/459 NOTES (9-12) 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 =22ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \\ 1 t I I I [ ] 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 -0-0 wide will \ \\ x v S S • ,./ 11.11/ / 1/0 / j fit between the bottom chord and any other members. \ \ • ' • • • • • • 6) All bearings are assumed to be SYP No.2 . \ ...• .•. \,�CENS . ' - 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =699, 12=699. * ' No 34869 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) This manufactured product is designed as an individual building component. The suitability and use of this component for any particdlac : — building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. Ce 10) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 3) • • W 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435; 0 • � STATE OF ` LOAD CASE(S) Standard -- i '• F LORIDP ••' � ` N ., / /if °NM- /11 111110 \\ Jun: . Jun: 8,2011 t ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based ony upon parameters shown, and is for an Individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component B 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/TP11 Quality Criteria, D58 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. ,lob Truss Truss Type Qty Ply T , 1477245: 370072 T11 GABLE 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:46:19 2011 Page 1 ID: hkKOfe IE4ug6U30Sy4LGZtz8PBv-_ Et_ asPfYToOuZxSPgBnbkJS _Pk3eZTibLGPIVz80t1 1 -2 -0-0 16-9 -0 33-6-3 1 35-6 -0 1 2 -0-0 16-9 -0 16 -9-0 2 Scale = 1:61.9 4.001-'12 3x4 = �. 13 14 15 16 12 , 4 i ll 11 \17 5x6 10 1 18 19 5x6 9 8 20 1 7 ••• -� 21 As 6 r ST 0 S - ' 1 S -'1 ST 0 22 23 4 5 7 3 S1T3 617 ST3 - 24 25 3 ST5 !..T5 y+ ST3 } S ST4 3 al v ' 2 �R1 II 1 - • 5 - 1 v ' 26 a - H - B H ® ®_ f H 1` ® 2 Er a 1 h H ® ® & f _ ® 271 0 3x4 = 3x4 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 5x6 = 5x6 = H .... 33-6-0 ._.. 33-6-0 Plate Offsets {X Y): [8:0 3 0,0 - 3 - 0j, [14.0 2 0,Edge], 120:0 - 3 - 0 0 [35:0 _ ■ LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.03 27 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.04 27 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 26 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 204 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 33 -6-0. (Ib) - Max Horz 2= 141(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 except 2= 231(LC 4), 26=- 247(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 2, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 38, 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 10-11=-16/256, 11- 12=- 16/294, 12 -13 =- 16/337, 13 -14 =- 15/330, 14- 15=- 15/330, 15 -16 =- 16/337, 16- 17=- 16/294, 17 -18 =- 16/256 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= 3.0psf; h =22ft; 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) 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 5) Gable requires cone nuous bottom chord beari I ] bearing. ca `� c [ � / / JJ � � 6) Gab 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� GEN � � /, 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 SF •' fit between the bottom chord and any other members. � 9) All bearings are assumed to be SYP No.2 . . * ' NO 34 • _ 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 40, 41, 42, 43, 41 -- 45, 46, 47, 48, 49, 37, 36, 35, 34, 33, 32, 31, 30, 29, 28 except (jt =1b) 2 =231, 26 =247. _ - ; : _ 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. - 0 13) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) STATE OF `. 14) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 " •. ., F L ORlop• • LOAD CASE(S) Standard / . Si e � , . /JJ ANAL \\ /11 11111 10\ Jun 8,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1 -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. of design ramenters and proper inc Julius Lee Applicability g pa p e incorporation n of component k bracing to of building designer - ct n is 1 109 Coastal Bay Blvd. 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 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 Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. w 0 D W D 'v nSG�w _ 7 rn 11 f ii-+ 6 ° c C.a) ° ° p D 3 =M Q CD 0 d O O. 0 O W J D 7 n p v : Z 7 M 1 n (0 o(°,,,o° Hil oo- O �c` r 3H i . � � om u O n co o �O (D Q � x 0 n m 0 C X Q-:p_ _ O o5� ° aa ' ' � `� _ c �Q ( Q � ., 3 c n a3 aQr� --0N° O a(O°(p� �p 3 (D ° O Q(D O 5' 0 0 o°_ c O (p °�(Dp rn 0 °m CD � m•-< - o ° 3 D 6 ' :� 3 ' ' rn y ( OO CQ -�� Z °�� Qa QaO Z °g °° 0°-ci CT ' 5o 0 0 3 Qa S mom 3 o mom�o y < � a. (7 g . JO 30 ,. -y ocD li QX J o f � o m ( o o 20 c°• 0_7" °Q " N' c ° o `° o m X 0 o m •' J o `c5 o Q I —co 5 30 � � c m N n c s = a 0 TOP CHOR CO —, e W� W N 0 mO T ® J Z ✓ O C w.iu,_ A n HN -' 0D co 0 \ 0 C• NA -,O% ° A 5'0 -;m n N A co O n rn V a"� n co H� V o ij ; A Po m 1 ® O N < m A n O o Z� o ° g n y r = m = J f^ co p O `O y m .D m Q xi 0 Yi W - N °a 2 ; s m (4 ° = o a w 3 T c3 -4 S p 5' W 7 H . >• CD \� ° O c^ J m (D th MEW 4, 0 TOP CHORD O Td W V P U, A W N E O •• 9) V O' (^ A W N 7 0 T 10> Do .D7 - o�c N °0 n o o vo -o5 5i, n 5 .c s0 5 C) oar '^ a•3 f-, Q Q a� 3 �f n3° ° °O m a - • O7 °°3 0= Qa ( . , o� say . °µm s. os•o o z o °a2 oa o Q — ao Hi 3 7 a g., , 5= � a o o' ' 3n it a ° R ao• 3tcp ao o° 1 R R ° 30 (°1320 0U co (D oco o m =� 'm_o a Do J m° oc Na °m m = m = m m3 e133 mn m• Qa 2a) " O 0 /M .7 (DD N 7 r— < mN - 5 N o .. 3p ° _,7 °7 Q - m _ cam O N o o o 7 J a ' ° j• U,. - � ,V C) 0 °'" Qoo C -. s co as o 3 . D o N� oo o 53 co m a J �m °59-(- o . < CD = N C C O O 5.o 0 NN L^.(7, 3 ' 7 m c 3 a6 F. sp- ,- 9 m D m K z. ° 8U 7 oN 0 , 5o ( D a y G 0 o 8 ma m oa � m3 0 mo oa 3° cl ue -o p°• o a7c amt a� R. R. _ ° n O a Aa -"E - ° 3 S m m mm col 7 oD o• ° n° ,^- .o a . tom 3 m c5 mo o<a cp O ^ 0 m < � • ' 3 AP- Pm m ° mn ma m v >oo -‹ Bo o 3 o J o -^ Q i.i ` D ° 2, m m C Q o m m ° o. = o o g _;;° y ° D ° o.3 m ° o —C 0 J� 33 a o = a v -0 n goa ' ' °n ao - as a' - Oa C ' Q(fl �'m x 2 � 7 Q nn co o z < n -o - O '^ � C 0 ° vy 0. � : - � � = 0 u 6 — ° O m O o s- ` ., (-7.< .o N `G Q o o a c a.'9' a m 7 m 7 - - o a 3 o n ° o ° . � II-. O J o o ° n o m (1:' z o° u o. m C iii `w so, (� n= •� 2 ~ m 7= O D °. J O J n O 7 0 m - 2 D —v m i � ' NN •Y • g. , Jg, 3 0 – o O p o. D , mQ (° 6 Q ° - y D m N ° •m� m � S Q o a 0_ � o D0 3 1 N 1 (D Z m c m 0 N N Julius Lee RE: 370303 - 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 Site Information: Project Customer: Beaches Habitat Project Name: 370303 Model: 1292 Lot/Block: Subdivision: Address: 420 -422 Dutton Island Rd City: Duval State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Paine, Lawrence A., PE License #: 21475 Address: 319 Oglethorpe Blvd. City: St. Augustine 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 7.3 Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: 55.0 psf Roof Load: 55.0 psf This package includes 9 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 14772469 , F01 6/8/011 2 14772470 1 F01A 6/8/011 3 14772471 F03 16/8/011 _] 4 14772472 1F04 16/8/011 5 14772473 1 F05 6 14772474 F06 1 I 6/8/011 7 14772475 6/8/011 I 8 14772476 ,F-KW 16/8/011 9.14772477 ;x The truss drawing(s) referenced above have been prepared by MiTek ` \\\ \ ` \3 s z - 1 / � 1, x Industries, Inc. under my direct supervision based on the parameters � • . . L . provided by Builders FirstSource (Jax). �• ;CFN$ • . % Truss Design Engineer's Name: Julius Lee No 3486 * My license renewal date for the state of Florida is February 28, 2013. " * Cr — W NOTE: The seal on these drawings indicate acceptance of % p professional engineering responsibility solely for the truss STATE OF `.� components shown. The suitability and use of this component '.�S ••. O RI ... ( for any particular building is the responsibility of the building " NAV. 8,2011 designer, per ANSI/TPI -1 Chapter 2. xlikine 1 of 1 Julius Lee Job Truss Truss Type Qty Ply • • 370303 F01 FLOOR 20 1 14772469 __ Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 _ _ - 7250 s Nov 19 2010 Mrrek Industries, Inc. Wed Jun 08 08:48:06 2011 Page 1 ID: DnAmLZk MprR2RinLLGDE0d0AectQIFcPY2uDj4RBVh Z9oz80f. 0 -1 -8 1 I - 1 -3-0 -I H -__ __ 1-7 -0 — 1 1-- 0 -10-0 1 1 0 -10-0 101H9 Scale = 1:15A 1.5x3 = 4x6 11 7x8 = 2x6 H 8x12 = 2x6 I1 6x6 = 1 2 3 4 5 6 MUM ; imps a. r i% i s _ rwil . eh'sitah„." . 4 ,0 _i niaa nib, 1.5x3 = NI .. - II,1 ��: III . - ___ - 81 -- -- 1 -- — -- _. . - 14 M ._ I w d 13 12 11 10 9 A 8 7 7x10 2x6 I , , . 7x8 - 8x14MT18H = 2x6 II 3x6 H 6x8 = H. - -_ 1 -4-8 --- I _ 5-10-0 6 -6-0 1-4-8 - -- — 4- 5 -8- 0-8-0 ' 1-6 -0 Plate Offsets (X,Y): J 0- 1- 8,Edge], [3:0- 3- 0,o -0 -o], [6_0 -1 -8,0-0-81, [6:0 -1 -8 Edge] [7:0- 3- 0,Edge), 110:0- 1- 8,Edge], [11:03- O,Edge], [14:0- 1- 8,0 -0-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.10 11 -12 >716 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.16 11 -12 >429 240 MT18H 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 74 Ib FT = 11 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 8 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP M 31 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing, Except: 10-0 -0 oc bracing: 12 -13. REACTIONS (Ib /size) 13 =- 767 /Mechanical, 9= 4443/0 -3-8 Max Uplifl3=- 914(LC 3), 9=- 1679(LC 6) \`1 ,1 1 1 1 1 1/ / /y/ Max Gray 13= 523(LC 6), 9= 4443(LC 1) \\ \\ ` `c S / / /// FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \ \)\.0‘. .•• ••7• • • • • TOP CHORD 1- 13=- 479/829, 1 -2 =- 629/1176, 2- 3=- 1547/3042, 3-4 =- 1547/3042, 4- 5=- 1195/2650, • ' • \ �CEN$F . � � 5-6=-1195/2652 BOT CHORD 11- 12=- 3042/1547, 10 -11 =- 3042/1547, 9-10 =- 5919/2573, 8- 9=- 5741/2506 * No 3 9 WEBS 4- 9=- 5032/1920, 1-12=-1525/816, 4-10= 1293/3666, 2 -12= 1190/2464, 2- 11=- 1187/473, 3-10=-1062/351, 5-8 =- 302/68, 6-8=-3823/1724, 4 -8= 1888/4452 _ -) : : ce NOTES (12 -16) - LjJ 1) Unbalanced floor live loads have been considered for this design. O 2) All plates are MT20 plates unless otherwise indicated. STATE OF ,� \ •3) All bearings are assumed to be SYP No.2 . � F tORtO / / , - • • • • 0 � / 4) Refer to girder(s) for truss to truss connections. c� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 914 Ib uplift at joint 13 and 1679 Ib uplift at // v 0 \ ON AL � " joint 9. 6) Load case(s) 1, 6 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this //f / I / i 1 1 [ 1 1 \ \ \ truss. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) 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 be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 Ib down and 1297 Ib up at 7 -10-8, and 2597 Ib down at 7 -10-8 on top chord. The design /selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 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. 13) For special connections with reactions oruptitts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 14) Truss Design Engineer. Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 15) Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S) Standard Except: .ontinlded on page 2 Jun: 8,2011 t � A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL 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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibitity of building designer - not truss designer. Bracing shown 1 109 Coastal Ba is tor lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the y Blvd. erector. Additional permanent bracing of the overall structure's the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/Ten 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 14772469 370303 F01 FLOOR 20 1 Job Reference o•tional Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:48:06 2011 Page 2 ID: DnAmLZk5kgvOIz9OugC6b2zBP4B- MprR2RinLLGDEOdOAectQIFcPY2uDj4RBVhZ ?oz80f• LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1- 6 = -100 Concentrated Loads (Ib) Vert: 6=-2817(F=-2597) • 6) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13= -6(F), 1- 6= -12(F) Concentrated Loads (Ib) Vert: 6=1297 I I I I \\ �I\11 1 11// / /f \3S Sic LtiCENSF .� // • • * N o • 77 W STATE OF • F CORIOP 0 ■ . / // O N. I A' 1 \ Jun- 8,2011 1 / A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 's based only upon parameters shown, and Is for an individual building component. Julius Lee Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Bay for lateral support of individual web members only. Additional temporary bracing to insure stability during construction h 1 109 Coastal Bay Blv permanent the responsibillity of the 1 1 Y Boynton, FL l erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quafty control. storage. delivery. erection and bracing. consult ANSI/TPI1 Qualify Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply , 370303 FO1A FLOOR 14772470 2 1 Builders FirstSource, Jacksonville, Fl 32244 -- -- - -- - Job Reference (optional) 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 OB:48:06 2011 Page 1 ID: h zk 9 YvlkV_ 1 tN 7 kaSYjL 7 Gz 8 P 4 A - MprR2RinLLGDE0d0AectQlFfoYBLDInRBVhZ 9oz8Of. 0 -1-8 n H9 R H -- 1 -3 -0 I I- --.__. 1 -5-12 - - -- I I 0 -9-14 1 1 ___ . 0 -9 -14 1 O Scale = 1:15.2 4x4 = 1.5x3 I I 6x10 = 3x3 = 1 2 3 5x7 = 4 6x8 = 5 6 1.5x3 = \ ' ) L B �'` - ° 1.5x3 = LS 116 Nir _ r.- 7 l�Y!i'!:∎Y1►4►lr ∎�! ■ ■ - 13 12 11 10 9 8 7 6x10 = 1.5x3 H 2x4 H 4x5 =- 1.5x3 H 5x7 = 5x14 -- I .. -4-8 -- I -- -- - - -- - - - -- —4 - 5 -10-4 _._ - - --._ 6-6-0 _ 8 -0 -0 1 -0 5 12 -8 0-7-12 { 1 - 6 -0 I PlateOffsets(X,Y): (2:0- 1- 8,Edge], 13:0- 3- 0,Edge], (4:0- 3- 0,Edge], [6_0 -1 -8,0 -0-8], [6 0 -1 -8 Edge], [9.0.3 -0 Edge] - LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 53 Ib FT = 11 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP M 31 TOP CHORD Structural wood sheathing directly applied or 8 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -10-12 oc bracing. REACTIONS All bearings 6 -0-0. (Ib) - Max Uplift4Alt up=lift 100 Ib or less at joint(s) except 13=- 492(LC 3), 9=-2400(LC 4), 12=-204(LC 3), 11=- 322(LC \� \`\ ` 1 t ] ] 1 c 1 1 / // / /7/ Max Gray All reactions 250 Ib or less at joint(s) 12 except 13= 256(LC 4), 9 =5756(LC 1), 11= 1054(LC 1), , \ \\ \V s J • z\ �� // 10= 1181(LC 4) J\, FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ■ * ' * i TOP CHORD 1-13=-253/498, 1- 2=- 261/636, 2-3=-650/1460, 3-4=-2046/4661, 4-5=-1015/2254, - 1015/2254, - No 34 5-6 =- 1015/2254 BOT CHORD 11- 12=- 1460/650, 10 -11 =- 1460/650, 9- 10=- 1460/650, 8 -9 =- 4461/1965 = -0 : cC WEBS 4 -9 =- 3082/1248, 1-12=-864/355, 2-12=-529/1120, 2-11=-1027/326, 3 -10 =- 1151/2477, - ' 6-8 =- 3652/1644, 4 -8 =- 1556/3614, 3-9 =- 4110/1792 ' /" • w NOTES (12-15) -O STATE OF .• .....z.. 1) Unbalanced floor live loads have been considered for this design. •' O 2) All bearings are assumed to be SYP No.2 . , F 3) 9 vide uplift at joi 12, 322 b at of l l l and bearin pl at jo bte withstanding 492 Ib uplift at joint 13, 2400 Ib uplift at joint �i� / / / � 0 ( N , ` ��\\\ \ \" 4) Non Standard bearing condition. Review required. 5) Load case(s) 1, 4 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 8) 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 be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 Ib down and 1297 Ib up at 7 -9-12, and 2597 Ib down at 7 -9-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) 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. 13) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 14) 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 Except: _Continued on page 2 _ Jun: 8,2011 t g WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MM -7473 BEFORE USE. Design valid for use only with Mirek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsiblity of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 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 m fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPI1 Qualify Criledo, DSB -89 and SCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type Qty Ply 14772470 370303 FO1A FLOOR 2 1 Job Reference (optional Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 RAMA Industries, Inc. Wed Jun 08 08:48:08 2011 Page 2 ID:hzk9YvlkV_1 tN7kaSYjL7Gz8P4A- MprR2RinLLGDE0d0AectQlFfoYBLDInRBVhZ ?ozBOf • LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13 = -10, 1- 6 = -100 Concentrated Loads (Ib) Vert: 6=-2817(F=-2597) 4) User defined: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 7- 13= -6(F), 1- 6= -12(F) Concentrated Loads (Ib) Vert:6 =1297 1 :.\.\.% '1 • �CEN . �� * , No 34 • 4 _,... • • .(\ STATE OF .• �i�s • . 0 , // // °N1 - A . \0 0 Jun: 8,2011 A U WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 8 based only upon parameters shown, and is for an individual building component. JUIIUS 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 Crtteda, 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 , 370303 F03 FLOOR 14 1 14772471 Builders FirslSowee, Jacksonville, Fl 32244 – – Job Reference (Optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:07 2011 Page 1 — I D: hzk9YvlkV_1 tN7kaSYj L7Gz8P4A-q00pFniP6f p4s9C DkM76zVntlxoRyHxbQ9R7XFz80f: 0 -1-8 H F 1-3-0 { [ 1-6-0 I 0-h8 Sdle = 1:34.2 4x5 = 4x5 = 1.5x3 = 4x4 = 1.5x3 H 1.5x3 I I 4x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 ,i Ism 21 , _ /6111 / ee - -- e - — /\ I C T1 \ / pi Ft .d. 1 I • 20 19 18 17 16 15 14 13 12 4x6 = 4x4 = 4x4 =- 4x6 = i F 1-6-0 4 -0 -0 I 6-6 -0 I 13-3-0 15 -9 -0 _ 18 -3 -0 19.9 -0 1-6-0 2-6-0 2-6 0 6-9-0 2-6-0 - 2-6-0— 1.6 0 Plate Offsets (X,Y): 1 :Edge,0 -1 -81, [10:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.31 15 -16 >744 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.49 15-16 >477 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 102 Ib FT = 11%F, 11°/ E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. REACTIONS (Ib /size) 20= 1066/0 -3 -0, 11= 1066/0 -3 -0 FORCES (Ib) - Max. Comp, /Max. Ten. - All forces 250 (Ib) or less except when shown. \� �\ rtc(i [ f ! / / // TOP CHORD 20-21=-1061/0, 1 -21 =- 1060 /0, 11- 22=- 1061/0, 10- 22=- 1060/0, 1 -2 =- 1093/0, \ \\ �V `- J '' / /// 2- 3=- 2734/0, 3-4 =- 3772/0, 4- 5=- 4296/0, 5-6=-4296/0, 6 -7 =- 4296/0, 7 -8 =- 3772/0, ■\ ��' , �CEN$ <� � 8- 9=- 2734/0, 9-10 =- 1093/0 •• � F •• BOT CHORD 18 -19 =0/2061, 17 -18 =0/3381, 16 -17 =0/4135, 15-16 =0/4296, 14 -15 =0/4135, 13-14 =0/3381, 12- 13= 0/2061 ` * No 34 WEBS 10- 12= 0/1411, 1- 19= 0/1411, 9-12=-1346/0, 2 -19 =- 1346/0, 9-13= 0/936, 2- 18= 0/936, - 8-13=-900/0, 3-18 =- 900/0, 8 -14= 0/543, 3-17= 0/543, 7 -14 =- 506/0, 4 -17 =- 506/0, _ -0 : W 7-15=-167/563, 4 -16 =- 167/563, 5 -16 =- 269/41, 6-15=-269/41 73 ` NOTES (6 -9) - 0 •• GC/ 1) Unbalanced floor live loads have been considered for this design. T STATE OF ,� - 2) All plates are 3x3 MT20 unless otherwise indicated. j . L ORtO • � 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. / ///0.2. �O N A1— ' — \ 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 ///0/11110° be attached to walls at their outer ends or restrained by other means. 6) 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. 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 8) 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 Jun: 8,2011 t WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -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 poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 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/TP11 Quality CrBeda, DSI -89 and ICSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. • Job Truss Truss Type Qty Ply 14772472 370303 F04 FLOOR 2 1 Job Reference (optional Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:08 2011 Page 1 ID: A91XmFIMGl9k_ HJn? FEagTz8P49 ICyCS7j1tyXxTJnP13eLV V]KxULldhhhkfpAg4hz8• • 0 - 1 - 8 H 1 -3-0 i 1-9-12 1 -8 H 0*8 S 1e= 1:34.2 1.5x3 = 1.5x3 = 3x6 11 3x6 H 2x6 H 6x10 - 4x6 I I 3x8 H 2x6 H 4x6 11 3x6 1 4x6 11 1 2 3 4 5 23 6 7 8 9 10 T1 re Fil 81 `t All r 1 ‘ ' ''4 /1/ I , \ - • _, 22 21 20 19 18 17 16 15 14 13 12 11 3x3 = 3x3 = 1.5x3 I I 4x4 = 3x3 .1 5x7 = 3x5 -- 1.5x3 11 3x4 - 3x4 = 4x5 = 3x3 = I i I i 1-6 -0 6 -2-4 7- 612 ____ 10-0-12 _. ___ 15 -9-0,_ I --- - - -- 4 _._._ .- - _.__ -- .. _ 18-3-0 -- I - 19-9-0 i 1-6 -0 -__ 1-4 -8 2 -6-0 -_. - -- - 5 -8-4 - -- -- _.___ 2-6-0 1-6 -0 Plate Offsets (X,Y): [1:0- 1- 8,0 -0-8], [3:0- 3- 0,Edge], [7:0 -3-0 0 -8 0 -0 -0], [10:0 -1 - 0- 8],L0:0- 3 -0,Edge1 [14:0 -1 -8 Edge], [19:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0-0 r CSI I DEFL in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.97 Vert(LL) -0.11 15 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.17 15 >969 240 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.03 11 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 130 lb FT = 11%F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except BOT CHORD 4 X 2 SYP No.1D end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. REACTIONS (lb /size) 22= 186/0 -3 -0, 11= 864/0 -3-0, 18= 1696/0 -3-8 Max UpIift22 =89(LC 3 ) \ \ \ t ] ] 1 1 1 / Max Grav22 =325(LC 2), 11= 869(LC 4), 18= 1703(LC 5) \\- \ \ \ \ \ S S ./.c. ( / /, i FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. \ ‘\ J \ • \GEN$ '` \/ , TOP CHORD 1 -22= 326/80, 10 -11 =- 866/0, 2 -3 =- 390/449, 3 -4 =- 390/449, 4 -5 =- 631/0, 5 -23 =- 2469/0, .' \ - F �` - i 6-23=-2469/0, 6 -7 =- 3004/0, 7 -8 =- 3004/0, 8 -9 =- 2174/0, 9 -10= -923/0 * N 9 BOT CHORD 20-21=-449/390, 19 -20=- 449/390, 18 -19 =- 984/0, 17 -18 =- 984/0, 16- 17= 0/1861, 15-16=0/3004, 14-15=0/3004, 13-14=0/2643, 12-13=0/1712 WEBS 4 -18 =- 1759/0, 1 -21 =- 216/309, 4-19= 0/960, 2 -21 =- 201/374, 3 -19 =- 406/0, 10- 12= 0/1192, _ -0 : : ry. - 4 -17= 0/1809, 9 -12 =- 1071/0, 5-17=-1691/0, 9-13=0/626, 5-16=0/867, 8 -13 =- 637/0, .• w 6-16 =- 763/0, 8 -14 =- 6/739, 7- 14= -309/0 NOTES (9-12) - . STATE OF ` � \ 1) Unbalanced floor live loads have been considered for this design. .. i' ' •. 'L O Rt O P . ' G 2) All bearings are assumed to be SYP No.2 . /, ‘.\\\\\ 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 22. / / / / O N A`- \ 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. /1 / / / / ] ] ] ] t \\‘ \ 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 be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 601 lb down at 10 -5-12 on top chord. The design /selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 11- 22 =10, 1-10=-100 Concentrated Loads (lb) Vert: 23=- 601(F) Jun- 8,2011 � t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 4 based only upon parameters shown, and 4 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 4 for lateral support of individual web members only. Additional temporary bracing to insure stability during construction k the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure a the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/7911 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 • 14772473 370303 F05 FLOOR 4 1 I Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 - 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:08 2011 Page 1 ID:A91XmFIMG19k HJn? FEagTz8P49- ICyCS7j1tyXxTJnP13eLW (K5PLuwhgRkfpAg4hz80'• 0-1-8 H 1 1 -3-0 I 1 -9 -12 --- 1 -1 -12 I Scale = 1:17.8 1.5x3 = 1.5x3 H 3x6 = 1.5x3 I I 1.5x3 I I 1 2 3 4 5 6 7 M / •■ o .. — o W1 Y sx 61 M 14 13 12 , 10 9 8 1.5x3 I I 1.5x3 I I H — 6-2-4 10-4 -0 6 -2 -4 -- � - - -- 4 -1 -12 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.03 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.04 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 57 Ib FT = 11 %F, 11%E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 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) 15= 363/0 -3-8, 8= 278 /Mechanical, 11= 468/0 -3 -8 Max Gray 15= 370(LC 7), 8= 290(LC 4), 11= 503(LC 5) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\\ \ i s l f / / / / S TOP CHORD 15-16=-369/0, 1 -16 =- 368/0, 7 -8 =- 299/0, 1-2=-295/0, 2- 3=- 521/0, 3-4 =- 521/0, 4 -5 =- 294/0, 5-6 =- 294/0, 6-7= -294/0 \\� \. ... S S . // BOT CHORD 13-14=0/521, 12-13=0/521, 9-10=0/294 J� / WEBS 4 -11 =- 490/0, 1- 14= 0/375, 4-12= 0/414, 2 -14 =- 307/0, 7 -9 =0/392 �10EN$F ' • . � ■ i NOTES (8 -12) * • ' . NO 9 ' * -:- 1) Unbalanced floor live loads have been considered for this design. - 2) All plates are 3x3 MT20 unless otherwise indicated. _ - 0 : Ct 3) All bearings are assumed to be SYP No.2 . T W _ 4) Refer to girder(s) for truss to truss connections. /`+ 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,, STATE OF . \ ' � " 6 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 be attached to walls at their outer ends or restrained by other means, j F C ORID P �\ 7) CAUTION, Do not erect truss backwards. / SS1 \� 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular / // ' 0 N A1 ,.\\ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. /.// I I I I 1 11 \ \ 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 33435 11) Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S) Standard Jun: 8,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and k for on individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding Boynt FL 33435 fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB -89 and BCSI1 BuRdIng Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. ' Job Truss Truss Type Qt Ply Y , 370303 F06 FLOOR 4 1 14772474 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 Wet( Industries, Inc. Wed Jun 08 08:48:09 2011 Page 1 I D:A91Xm F IM Gl9k_HJ OFEagTz8P49 -m O WagTkfeGfo5TMbsm9a2wtFAIAHQ F t uuTwDc7z80f 0 -1-8 H ( - -- 1 -3 -0 I I- 1 - 1 -0 I 01 Scale = 1:18.2 3x4 = 1.5x3 = 3x3 = 1.5x3 I I 3x3 = 1.5x3 = 1 3x4= 2 3 43x3= 8 6 o MIN NB No r - 14 O /r1 15 Y EL' q I v i III 12 11 10 9 8 � i 3x4 = 3x3 = 1.5x3 H 3x3 = 3x4 - -- 3x3 3x3 = 1--0 - 6 -7-0 —.._. ..__ 9-1- 0_...- --- _ t0-7 -0 . —._ 16-0 -- - 5 -1 -0 - --- -._ 2-6-0 ---- -- -- 1-6-0 _ -_. -- Plate Offsets (X,Y): (6_0- 1- 8,Edgej LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.39 Vert(LL) -0.04 9 -10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) - 0.07 9-10 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC20077TPI2002 (Matrix) 1 Weight: 57 Ib FT = 11%F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 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 (lb /size) 13= 562/0 -3 -0, 7= 562/0 -3-0 � ++ FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\ � ) (( ,//,�/ 7 /// TOP CHORD 13-14=-552/0, 1- 14=- 551/0, 7-15=-556/0, 6-15 =- 555/0, 1- 2=- 511/0, 2 -3 =- 1191/0, 3 -4 =- 1191/0, 4- 5=- 1114/0, \ \ \\ w `� S. / / /// 5-6= -525/0 \ • - • , ....... • , BOT CHORD 11 -12 =0/ 967, 10-11= 0/1191, 9-10= 0/1191, 8 -9 =0/981 � V , ' L \ GENSF • � /� • WEBS 6- 8= 0/675, 1- 12= 0/655, 5-8=-634/0, 2 -12 =- 635/0, 2 -11 =0/410 NOTES (6-9) - * NQ 34 9 1) Unbalanced floor live loads have been considered for this design. _ - 13 : Ce 2) All bearings are assumed to be SYP No.2 . — • W 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - : LI•,/ ` _ 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 - STATE OF , � . - be attached to walls at their outer ends or restrained by other means. • \ . c1. ORI13:: •' `� 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular /// S ! ` \ \\ budding is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. / i \ 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 1.; O N �� 8) 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 — — — — Juno 8,2011 t t ,A WARNING - Veri,J'g design parameters 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 an individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component 8 responsibility of building designer - riot truss designer. Bracing shown is for lateral support of individual web members only. Additional temporory bracing to insure stability during constriction is the responsibillity of the 1 109 C oastal 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/TPl1 Quality Criteria, DSB -89 and BCSII Building Component Safety Inlormatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply • 14772475 370303 F07 FLOOR 2 1 • Job Reference (optionall Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 Mi Tek Industries, Inc. Wed Jun 08 08:48:09 2011 Page 1 ID:eMsvzam_1 bHbcRuzZylpDhz8P48- mOWagTkfeGfo5TMbsm9a2wtGgIHrQJMuuTwDc7z8Of - 0 -1 -8 H I 1-3-0 I 2-0-0 I 0.1/8 Scale = 1:17.2 1.5x3 II 1 2 3 4 3x6 = 5 w o T1 -- w - - ----- NS OA 12 ,, 11111Lit. , Pe We At .. 61 11 10 • ► �� %% ®j®!i %i!� � i 40 F 9 -1-8 I 9 -1 -8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.00 10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) - 0.00 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 50 Ib FT =11 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 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 All bearings 5 -2 -0 except (jt= length) 11= Mechanical. (Ib) - Max Gray All reactions 250 lb or less at joint(s) 11, 6, 7 except 9= 325(LC 1), 8= 313(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. \\`\\ I I OS S K / / / / WEBS 2 -9 =- 274/0, 4- 8= -297/0 \ \ \ /, NOTES (6-10) \ s • 0 ' . % 1) All plates are 3x3 MT20 unless otherwise indicated. * ' NO 9 * - 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. _ 10 : : ct 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- � : w :: be attached to walls at their outer ends or restrained by other means. 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particulaf�0 • STATE OF . building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i • ` ` • 7) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) � ..• • � i 'c� , OR)D • A l ORION..._ \\ 8) Truss Design 9) Use Simpson THA422 a Truss to Carrying member License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 '/ /// s, • • • ! \\ / 1 ON I A\_ s � \ LOAD CASE(S) Standard Jun- 8,2011 4 4 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER' REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is bused 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 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, consull ANSI/7P11 Qualty Crtieda, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. • Job , Truss Truss Type Qty Ply 14772476 , 370303 F -KW FLOOR 4 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 1 ID:eMsvzam_1 bHbcRuzZylpDhz8P48 Ea4ytplHPant( jdwoPUgpb8PVm9dg9m2167fnBaz80f . Scale = 1:15.2 1 3x3 = 2 3 4 5 8 7 w -- - -- — YT -- --------- ...----- --- -- --.._ - r 1 T ST' ST' 0 • \ Ill II iltr::� i�T ... "..�' i A sib ♦ �i!�� i ∎ w. _ � �i�i�i�1 ■ 14 13 12 11 10 9 8 3x3 = H 14-0 1 ---- 2 - 8 - 0 - - - -- - -- 4 0 -0 - -- 54-0 I 6 8-0 _._-- -+- - -- - 8-0 -0- 14-0 1-4-0 _._.. 1 -4-Q 14-0 14-0 14-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 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: 37 Ib FT = 11 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 8 -0-0 oc purlins, except 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 Grav All reactions 250 Ib or less at joint(s) 14, 8, 11, 12, 13, 10, 9 \\ \`\ `\ \ t I I ( / / / // FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. �\�\ ` v5 J ' ` / �o NOTES (8-11) \ J \CEN ' � -- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. — No 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 : Ce 5) All bearings are assumed to be SYP No.2 . 73 : 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. i ._ 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular ., •. 'L OR(O ' • Li \: bu is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. " s s G • \ .\\ 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) // / /O N A' v \ 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 /// / / I\ \ \ \\ LOAD CASE(S) Standard Jun 8,2011 M WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design k 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 B is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction B 1 109 Coast al the responsibillity of the Boynton, st Bcty Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding y fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/TPI1 Qualify Crlteda, DSB -89 and BCSI1 Building Component I Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply • • 14772477 370303 7100 SPECIAL 2 , 3 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 1 ID: It t bszvp_ UCpzNO Ea4ytp1HPanfjdwoPUgpbBPT ?W1,69f0167fn8az8• • I 3 -11 1 6 -7 -9 9 -10-8 I- _ 13-1 -7 .. I 16-4 -5 19 -9-0 I 3 -4-11 3-2 -15 3 -2 -15 3-2 -15 3 -2 -15 3-4 -11 Scale = 1:34.3 3x6 = 2x4 11 3x8 = 2x4 I i 3x4 = 3x8 = 2x4 11 3x6 = 1 17 2 18 19 3 20 4 5 6 21 22 7 23 8 T1 – — -- T2 F W1 w1 wt � 01 r 3 ► 8 13 14 13 12 11 10 14 5x8 =. 2x4 1 3x8 = 2x4 I1 5x8 = 9 2x4 I'i 3x5 = 2x4 11 3- 411 6 -7 -9 9- 10-8 _ -_- — t - ___ 13 -1 -7 - I 16-4 -5 I — 19-9-0 —I .- _. - - 3_4 -11 3 -2 -15 3 -2 -15 3 -2 -15 3 -2 -15 3-4-11 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.19 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.30 12 >781 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.46 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 281 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 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. REACTIONS (Ib /size) 16= 1298/0 -3-0, 9= 1302/0 -3-0 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 0 ‘1111111/0. , ` c p TOP CHORD / 4- 20= 6080/O, 4-5=-6080/0, 5-6=-6080/0, / 6-21=-3397/0, 0/ 21-22=-3397/0, 0 7-22=-3397/0 /0 -22� 3397 00 8 -23= 3397/0, \ \ \` V `? J /0 B- s=- 1244/0 \�\ J\•'�. • • •`CENS C, i BOT CHORD 14 -15= 0/5424, 13- 14= 0/5424, 12 -13= 0/5424, 11 -12= 0/5420, 10-11= 0/5420 •• �- E •, - WEBS 1 -15= 0/3408, 2 -15 =- 400/0, 3-15 =- 2126/0, 3 -12= 0/689, 4 -12 =- 400/0, 6-12= 0/693, 6 -10 =- 2125/0, 7-10=-399/0, 8- 10= 0/3404 No r9 9 _ NOTES (10 -13) _ -0 : : LL - 1) 3 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: - ,� : W ` Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. •O STATE OF • .� �� Webs connected as follows: 2 X 4 - 1 row at 0 -9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply : - �.(.1 ' •,._ COR)O •' • Q connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ', s, • • � \\ 3) Provide adequate drainage to prevent water ponding. / 1�' A \ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / /// O Y I ~` t \ \ \ 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 fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 . 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ib down at 2 -1-4 on top chord. The design /selection of such connection device(s) is the responsibility of others. 10) 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. 11) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 12) 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 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 8 = -100, 9- 16 = -10 • r 'rued on paga2_. Jun 8,2011 1 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1 -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individuol building component. Applicability of design paramenfers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bating to insure stability during construction is the responsibiltity of the 1109 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 Crlteda, DSB -89 and BC511 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job • Truss Truss Type — Qty Ply 370303 T100 SPECIAL 2 14772477 Builders FirstSource, Jacksonville, Fl 32244 -- - -- - - - - - -- .- _. 3 Job Reference (optional) ild 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 2 ID: MNhszvp_ UCpzNO7LrTxIVz8P5G- Ea4ytpIHPantidwoPUgpbBPT?9W69f0167fn8az8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5 =51 4 = -51 17= -51(F) 18 = -51 19 = -51 20 = -51 21=-51 22 = -51 23 = -51 \\\ \ \lilt1 / S k %, •. ' ocENSF ' <c� � No :4..9 * =� • , , • STATE OF 11/ Cs •. PLORIOP 0\?\ • /S \\ \ Jun: 8,2011 WARNING - Verify design parameters 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 an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 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 Qualify Crifedo, DSB -89 and BCSI1 Building Component Safety lnlormaifon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. ` N m N c � � D S .A.- D 1 1 '' ` ~ ni A, -. 0 D ° = .c ° p -- ( o n o c n o o. C O 0 7 D 3 n7 K Z 3 (1 1 Z N ( 9.006 0 3 Q c Q c Q 5 O <Q ; ,- 7 0 . 3 n O if, 5_, a Q 7 (D ° D 0o °Qn. o o ° Q Q C) 3 < C D < 0 x c<N�m 4. °o- 0 C) 7 N cDQ - „.,3 N 3- - n aa o ors .a o Q. a O a 3 Qv, (D 7 0 aa0 - --o <Q 7N A (Q pcD0 10 7 0 P '6 3cY Q n ° O c a N � . Q m O n v , o O . (D 0 7 c Q - c am Z O a 3 7 Q Q N ° 0 O N Q • cD �(D��Qn � � O OQ 3 Q QO 3 W OQ 3 (D . • 06 .D7C° QQ�� rn �o cD - 3��. y 0 0 ° ° m °��n° O ( °v,0 mac) °3 ( c) O _ N , 3 • Z Q Q7 ( � 7 (Q Q_N( �' 70 N 03 Q 7-. c 0 -,,3 cDa O O (D < N 0 n ° 0 7 O ., 0 Q (Dx N -3 v n Q0 O 5• j ` • � 7 • N N o0 (Q C(D C5 0 - 9 0 30 'nCCp o O 7 X o n Q c� Q °Q ° yN ••< Noz -.om •o zn - 'D'- TOP CHORD v ,, >o a ,, 00 —' C— 0A m 0 ma ,OE ® J Z O co � cn N c a co • o> C N '•< O _ aZA ( � y �_ �• r m p `^ N m W C m , � O 0 p ". n rAn_. N , A �lJ .06., A N 2 0 m E r^ O Co — N o. o` W W " m y m H m co � CT O O U H to D O n r V - N D N mg o - T1 cm - T a m = "c5 a. (Q r o H m o 0 0 to W Iv co ° m ^' cm Q 7 3 CO CO N y °' m O f CA r1 v m o 3 ∎1• 1 1 D ` - -n v o Al Z -, 0 � � (J Q H CO • � -a 7c cD x m N OH aL 3 Cn A 0 TOP CHORD a — 3 2 `Q M V P V, - W N 7' p N V O' U, A W N Q Q7 . ❑A -o me N o n oa, �o a E 5'm n (jn ,5,c `'-c ?o o`o_'22 n gam �z 6 as Q Q ao .. > >co - 8o4^, - 8o4^, ao o ° ❑ m❑ cop ° ❑ m' o' 0;o, n D.o 2, - „0 0 m 000:N 0 a C "'(E 2-0°1. noo ❑ o'o 3 o n n= F 03 0, m 0(0 ° ° -(o ff 9'm al 0 D c a d -. 3 ( p ❑ <- LT; . 3 c❑ O m "m, m K m ''i, m s m a o <. Q 4 m N m m 3 m (❑ m 2 ( 0 - i 5mm E. g2 0 7? 5a a 01-0 o g'” ='"o m= o° ( D • 5- n - 0 n° °go 0 O V' gm ' � 0 a o a go N 'o m a o c m 7 3 l o °'o o'` a) • ID mIuP, -. mn� p - - a �03 Q0- -I 0 fi mj N 3 < m ( � N c p - « . 0 - - o a-' v, a - (❑ o ryO 0 0 1.1 + 0 o Qmm m I c c ao -' 5 c g a p > >m m c❑ ` G m m o❑ p ° -m �( 0 '^ 2 00 o m ❑ °.c<� o -oc 3 o ff ° • oa � 'Q ( N 0 7 N a 9' ,- a n N N -. ❑'❑ p w p a (❑ 0 N ^ 5° R" a ', o -7 p- 03 6 o 3o 2-2:01 �N a o g. 0 (o Nz2 �9 a❑< 9, `"s O n ma 4; -2 s , 3 m FT (° m ❑ - . 7 o m = . a 3° a. --- 0_ y �o < • °0 oo mmoO �o Q 0 Q C N < p m 6 ❑" 5 p- g. - O ' a 6"8 $ v m i O C g.0 z ❑ c 'p a ❑_ 3 m ❑ — 5 . cD j ,^ N m C Q O N m co a = 7 Q (o N ? C cn a -' 0 ( t- 0 o a Q_ , w fl 5. - p 0 a O N fg _° S U. .o m ' 0a) N " Q n Z o ' c '^ ° ' ., 5' -p Q (❑ o Q (D 2 c V a ' =o o SQ o sa . 5. 0 o o �� m 0 oa a � oo m Q - ❑ 9-3 •� N ❑ n . CD o =, Q I o a N �a o P a o J o o� 7 = c N o rt,m° N3 c (D ❑ - ‹ < m „� p g m > > m m p n❑ 7 p o (D O. m a s O n C a 3 0' a N p. _. 7 m N (0 � % o o 0n m w � a o N m� ❑ p 3 a m o ( o ' Q m 7 w -• • o o- c 3 m -oo m -o ? cDo a a j "a mo m o a 0 0 o N g ° a n o ' 0 3 � z co • CD Z s c 3, lA m o m N eve X BM -1 WOy. >rns,eW e.- 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ- Beam 6.35 Serial Number: User 2 6/26/2009 4:44:06 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- l 4. ![—, al Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 143 53 1' - F07 Point(lbs) Floor(1.00) 200 75 2' - F05 Point(lbs) Floor(1.00) 200 75 4' - F05 SUPPORTS: Input Bearing Vertical Reactions Detail Other Width Length (Ibs) Live/Dead/Uplift/Total 1 Timberstrand LSL 3.00" Hanger 381 / 187 / 0 / 568 Custom Custom Accessory Beam Detail 2 Stud wall 3.50" 1.50" 362 / 179 / 0 / 540 Al: Blocking 1 Ply 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) -See iLevel® Specifier's /Builder's Guide for detail(s): Al: Blocking -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 550 368 11573 Passed (3 %) Lt. end Span 1 under Floor loading Moment (Ft -Lbs) 656 656 28178 Passed (2 %) MID Span 1 under Floor loading Live Load Defl (in) 0.002 0.115 Passed (11999 +) MID Span 1 under Floor loading Total Load Defl (in) 0.003 0.229 Passed (U999 +) MID Span 1 under Floor loading - Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: BEACHES HABITAT Gary Page DUPLEX Builder's FirstSource 6550 Roosevelt Blvd. Jacksonville, FL 32244 Phone : (904) 772 -6100 Fax : (904) 772-1973 gary.page @bldr.com Copyright © 2009 by iLevel ®, Federal Way, WA. TimberStrand® and TimberStrand® are registered trademarks of iLevel®. T: \ENG71\ jobs \308 \308426 \308892 \BM -1.sms eve BM -1 by Wbybrt,o,Yr 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ- Beam 6.35 Serial Number: User 2 6/26/2009 4:44:07 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel ®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or !Level® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code SBCC analyzing the iLevel® Distribution product listed above. -Note: See !Level® Specifier's /Builder's Guide for multiple ply connection. Operator Notes: USE SIMPSON THA422 TO CONNECT TO F04 PROJECT INFORMATION: OPERATOR INFORMATION: BEACHES HABITAT Gary Page DUPLEX Builder's FirstSource 6550 Roosevelt Blvd. Jacksonville, FL 32244 Phone : (904) 772-6100 Fax : (904) 772-1973 gary.page @bldr.com Copyright © 2009 by iLevel ®, Federal Way, WA. TimberStrand® and TimberStrand® are registered trademarks of iLevel ®. 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V) r k 1 A Ns t ' / a cn cm o co,— up U G 1 0 1 -1-c-44 W W ril w 0 0 Q ., Iv W p Z 0 4Q o 0 Z't o v a �� I z O o W L3 0 C Czl o 1-1 Z a. .' cv re ° a GO K z A 1 00 a �VI E t\, ►� oa`, 0 H ` ```, `` 0 11 * 1111 q / / / / /I to S` k iw a 6. .O i qi •_ o 0 '- Gi :.• • 0 O c v ..61: let al ii 4t Pft°, MULTIPLE- MEMBER CONNECTIONS FOR SIDE - LOADED BEAMS Uniform Load — Maximum Uniform Load Applied to Either Outside Connrs ctar Pattern (PLF) AU y f t t A Assembly B Asgemt 1y C P Asse it ;r " E �i e F k a te. t r, onneat eene4tltrTY , BG B "Con te i �$ SPaotng y � � 2-ply 3-Rty 2 -Ply .3.-ply �, 2 Pfy. .•', # p �Y 19d {9 . 126' "4 3 " . 1 . .! 2 1 2:;,,i'.. " �- ; = 370 280 280 245 MaflE» . 3� ''= 12 * ' 555 415 415 319 r� " A307 ',` 24°'''. ' 505 3 80 520 465 860 340 Ttt i D o ltst ? t 2 ;' , ! •10,2* 635 4 695 1,290 505 7 65 ,' 580 1,075 425 1 760 570 785 24* • 680 510 510 455 SDS Y * x Sals' sf 2 19.2" 850 640 640 565 686 4' , _ __ .16 *'. 1,020 765 765 455 465 455 SDS r7 * x g" tslttf 2. . 19 «2` : 585 580 565 1tE " '...' 680 695 6 80 ...`.' "�? '`' 480 360 360 , 320 USP WWS351u 2 19.2": 600 450 450 400 =18`r. 715 54 0 540 480 24`= 350 525 350 P' USP 'S tt l € . 'i . "1,0.4 1L2 . ''. 440 . ,, , . 19"x. • 525 190 660 440 515 24 *: 635 415 475 425 irrn58inkl '''' 2 * `' 192 795 595 595 5 30 , .., 955 715 715 - 635 * 24` 500 500 443 480 445 S_- 2 ▪ 19.2" 625 625 ` 555 600 555 Tro 16"C._ 750 150 665 125 665 2 # , 445 .. 620 ." 445 � ,,:',6:4 .n „ 2z 19.2" 555 770 555" ,.. ... , �� 16 , 2 , 3 , : - :: , 665 925 665 (1) Nailed connection values may be doubled for 6' on- center or tripled for 4' on- center nail spacing. (2) Washers required. Bolt holes to be f46 maximum. (3) 24' on- center bolted and screwed connection values may be doubled for 12" on- center spacing. (4) 6' SOS or WS screws can be used with Parallam® PSL and Microllam® LVL, but are not recommended for TimberStrand® LSL Uniform Load Design Example 300 PLF 415 PLF General Notes • Connections are based on NDS® 2005 or manufacturer's code report. , • Use specific gravity of 0.5 when designing lateral connections. a • Values listed are for 100% stress level. Increase 15% for snow - loaded roof conditions or 25% for non -snow roof conditions, where code allows. % " • Bold italic cells indicate Connector Pattern must be installed on both sides. �� . Stagger fasteners on opposite side of beam by 1 the required Connector " Spacing. First, check the allowable load tables on pages 16-33 to verify that three • Verify adequacy of beam in allowable load tables on pages 16-33. pieces can carry the total load of 715 plf with proper live load deflection • 7" wide beams should be side - loaded only when loads are applied to both sides criteria. Maximum load applied to either outside member is 415 plf. For a of the members (to minimize rotation). 3-ply, 1 assembly, two rows of 10d (0.128" x 3 ") nails at 12' on- center is good for only 280 plf. Therefore, use three rows of 10d (0.128° x 3') • Minimum end distance for bolts and screws is 6 ". nails at 12" on- center (good for 415 plf). • Beams wider than 7" require special consideration by the design professional. Alternatives: Two rows of /" bolts or Va" x 31" SDS screws at 19.2" on- center. 38 'Level Trus Joist' Beam, Header, and Column Specifier's Guide TJ -9000 July 2008 w MULTIPLE- MEMBER CONNECTIONS FOR SIDE - LOADED BEAMS Point Load- Maximum Point Load Applied to Either Outside ber b Connector.Pa #tarn Mem ... x Assem A," .,Assembly B " Assem C Assem p A$ biY 5 Assmnb(> _ - Mafiab � t � , eaeeecterl`ypa � �� ftearV�� • „ i 2 " u 1# 34 " 1,X* 3a " .:1 ' 3>" 1 M 51/4" 2 1 � ' 3- Ply 2 ply 3-I) 17► . P "" Pf' ►' " B 1,110 835 835 749 f9d (0 f28" x S " t2 2, 1 1,674 1.485 Nar4. 18 3,335 2,595 2 2,225 24 4,450 3 335 3,335 2,985 ' SOS Screws 4 1,915 _ 435« 1 ,435 1, 275 1,885 °) 7,495 V4" x . s Of WS35 B 2 7 J50( 2150 1, • 2, 783rn ': 21115 4) 8'' 3,825 2 .,_ ai s) rl4 "x a" orWSBfr 2,870 2, 5 5 9 3,715< 2,885' 3ah" elr 5" . 4 2,545 1,910 +y1 1910 r 895 ; 1,925 /,775r4 Trasst,aff"" 8' 3,815 2,860 2,860 2,545 2,895 °� 2,883r +r 8 _ ", 5,09 (1) 6' SDS or WS screws can be 3, 815' 3,815 3,390 3 855 3, 550 5 ® P51 TimberStrand® LSL. See General Notes on p age 38 (2)31/2' and 3W long screws must used be instawith lled on Paraliam both sides. and Microllame LVL, but are not recommended for (3) 6" long screws required. (4) 5' long screws required. Point Load Connections Point Load Design Example 3,000 ibs 4- or 6 -Screw 8 -Screw Nail Connection Connection Connection lOd (0.128" x 3 ") nails, , °° SDS or Trusslok " SDS or TrussLok'" typical. Stagger to prevent °�� g screw, typical screw, typical splitting. � " 2' spacing, typical (ii 14' 2 , typical � "° „ , -..j, top and �� First, veri that a 3 I 1� x 14" beam can R � )` bottom � t t k ,v.,....,..„.... 2 fy p y, T , support the 3,000 Ib point load as well as air j) �1t l '� 1i4 other loads a lied. The 3,000 Ib oint load nr °� .� PP P �� : Equal spacing 8 ._ 1 0 "" �: ,mmum is being transferred to the beam with a face 1 beam depth 2 ., \ ;spacing, mount hanger. Fora 3 mo ply, 134 "assembly, 2 " typical eight 3a/s" TrussLok'" screws are good for Theremustbeanequalnumberof 3,815 lbs with a face unt hanger. nails on each side of the connection MULTIPLE- MEMBER CONNECTIONS FOR TOP - LOADED BEAMS 1 " -Wide Pieces on both sides. Stagger fasteners on opposite side Minimum of two rows of fie" bolts at 24" on center ■ Minimum of three rows of lOd (0.128" x 3 ") nails of beam by 1 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 lOd (0.128" x 3 ") 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, 3t�2 " -Wide Pieces the number of nailing rows may be reduced by one. • Min of two rows of SDS, WS, or TrussLok"' • Minimum of two rows of SDS, WS, or TrussLok" screws, 5" minimum length, at 16" on- center. , s 6" SDS and WS screws are not recommended for screws at 16" on- center. Use ark" minimum length with two or three plies; 5" minimum for use with liimberStrand® LSL. Connectors must 4 -ply members. 6" SDS and WS screws are not be installed on both sides. Sta fasteners recommended for use with liimberStrand® LSL. For on opposite side of beam by 1 of the required 3- or 4 -ply members, connectors must be installed connector spacing. to lon a a he pieces ader can or be beam nailed the or bolted required togeth size, er to form of up to a maximum width of iLevet Trus Joist" Beam, Header, and Column Specifier's Guide TJ -9000 July 2008 39 , , . , FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Habitat Beaches 2 Stry 3 Bd w storage Builder Name: Habitat For Humanity,Jacksonvi Street: 7 L-i 1)0.H - 2, ,rs s I.-4e. a. Permit Office: A , s,k A✓% 1C 476.4C • City, State, Zip: ArrL.f,�% `/ . 3E -/.)+ f L 37P3 Permit Number: Owner: Habitat For Humanity,Jacksonville Beach Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Frame Wood, Exterior R =11.0 1140.00 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? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1242 a. Under Attic (Vented) R =30.0 660.75 ft' b. N/A R= ft 7. Windows Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.47 113.80 ft' SHGC: SHGC =0.41 11. Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 243.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 24.0 kBtu /hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft2 HSPF: B SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft2 EF: 0.92 b. Floor over Garage R =19.0 20.00 ft' b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 24.35 PASS Glass /Floor Area: 0.092 Total Baseline Loads: 31.78 I hereby certify that the plans and specifications covered by Review of the plans and ' 1% ST , this calculation are in compliance with the Florida specifications covered by this 1 e. a 0, Code. c_ y ` calculation indicates compliance ' u , ; . �, � ..� with the Florida Energy Code. ti : nu„ 5 O t. PREPARED B � 1./ 466. Before construction is completed a . 6 .•� 0 DATE: 1 - this building will be inspected for i t➢ ' .�.e.. y i compliance with Section 553.908 '; I hereby certify g a that this building, esi ned, is in compliance Florida Statutes. t '~ ` with the Florida Energy Code. Vet . � -;.•,. ., COD f4� OWNER /AGENT: (9-1.--F BUILDING OFFICIAL: r DATE: 5=.3'- 1) DATE: - d7- // 11/4/2009 10:56 AM EnergyGauge® USA - FlaRes2008 Page 1 of 5 Building Input Summary Report PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 2.5 Lot # .7 y Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: 4 s "c_ "- 0' # of Units: 1 Total Stories: 2 PlatBook: 4/4 ) Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: 3/ Z Z. is /cf,......? .., Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: 4 1 - 4, - 14 A > -z, BE - 34 - 4j ,1 - Family Type: Multi- family Whole House Fan: FL , 3 Z 2 -33 New /Existing: New (From Plans) Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL JACKSONVILLE_INTL_ARPT 32 93 70 75 1281 49 Medium UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $ /Unit Electricity kWh Jacksonville Electric Authority 0 0.07 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 66 ft 0 630 ft 0 0 1 2 Floor over Garage 19 20 ft 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested lnsul. Pitch 1 Gable or shed Composition shingles 664 ft 104 ft Dark 0.92 No 0 18.4 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 630 ft Y N 11/4/2009 10:57 AM EnergyGauge ® / USRRPB v2.8 Page 1 of 4 Building Input Summary Report CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 Under Attic (Vented) 30 660.75 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. Adjacent Cavity Width Height Sheathing Framing Solar # Ornt To Wall Type R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Exterior Frame - Wood 11 40.5 0 8 0 324 ft 0 0.23 0.8 2 W Exterior Frame - Wood 11 60 0 8 0 480 ft 0 0.23 0.8 3 S Exterior Frame - Wood 11 40 0 8 0 320 ft 0 0.23 0.8 4 E Exterior Frame - Wood 11 2 0 8 0 16 ft 0 0.23 0.8 DOORS Width Height # Ornt Door Type Storms U -Value Ft In Ft In Area 1 Wood None 0.39 3 0 6.75 0 20.25 ft 2 S Wood None 0.39 3 0 6.7 0 20.1 ft WINDOWS Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 Vinyl Low -E Double Yes 0.47 0.41 N 9 ft 1.5 ft 0 in 11 ft 0 in None None 2 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 11 ft 0 in None None 3 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 11 ft 0 in None None 4 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 2 ft 0 in 1 ft 0 in None None 5 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 1 ft 0 in None None 6 Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 1 ft 0 in None None 7 Vinyl Low -E Double Yes 0.47 0.41 N 6 ft 1.5 ft 0 in 1 ft 0 in None None 8 N Vinyl Low -E Double Yes 0.47 0.41 N 20.8 ft 1.5 ft 0 in 1 ft 0 in None None INFILTRATION & VENTING - -- Forced Ventilation - - -- Terrain/Wind Method SLA CFM 50 ELA EqLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00050 1629 89.4 168.2 0.474 9.84 0 0 0 Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft 361 ft 64 ft 8 ft (invalid) MASS Mass Type Area Thickness Furniture Fraction No Added Mass 0 ft 0 ft 0.3 11/4/2009 10:57 AM EnergyGauge®/ USRRPB v2.8 Page 2 of 4 Building Input Summary Report COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14 24 kBtu /hr 720 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8 24 kBtu /hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS - - -- Supply - - -- - - -- Return - - -- Air Percent # Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 243.4 ft Interior 60.85 ft 1 Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cing X] X ] Feb X M Apr May [[X Ju [[X Jl X] Aug X] S X Oct X Nov X Dec Heating [[ IX] Jan Jan (( Feb t Xi ar Mar [[ [ Xi Ar [[X]] [X] May [ Xi Jun [ X u i Jul t X ] Aug t X] Sep ep X Oct X Nov X Dec Venting [X [ Jan X] Feb X Mar [X Apr [[XX]] May [[X]] Jun [[X Jul [X] Aug [X] Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 3 of 4 Building Input Summary Report APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 145 kWh/Yr Peak Value: 44 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 1429 kWh/Yr Peak Value: 467 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 1252 kWh/Yr Peak Value: 230 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 4 of 4 PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 2.5 Lot # a l i Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: - j' --i— # of Units: 1 Total Stories: 2 PlatBook: .4.1, Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: 2 y o. -4 J )cx. -r9 Ait Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: '97 G,..g/rG, .. Family Type: Multi- family Whole House Fan: 4l , 3 133 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 Slab -On -Grade Edge Insulatio 66 ft 0 630 ft' 0 0 1 2 Floor over Garage 20 ft' 19 0 0 1 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 664 ft 104 ft' Dark 0.96 No 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 630 ft' Y N CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 660.75 ft' 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 1 N Exterior Frame - Wood 11 324 ft' 0 0.23 0.8 2 W Exterior Frame - Wood 11 480 ft 0 0.23 0.8 3 S Exterior Frame - Wood 11 320 ft' 0 0.23 0.8 4 E Exterior Frame - Wood 11 16 ft' 0 0.23 0.8 DOORS # Ornt Door Type Storms U -Value Area 1 N Wood None 0.39 20.25 ft' 2 S Wood None 0.39 20.1 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 Low -E Double Yes 0.47 0.41 N 9 ft 1.5 ft 0 in 11 ft 0 in HERS 2006 None 2 W Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 11 ft 0 in HERS 2006 None 3 W Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 11 ft 0 in HERS 2006 None 4 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 2 ft 0 in 1 ft 0 in HERS 2006 None 5 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 6 S Vinyl Low -E Double Yes 0.47 0.41 N 15.6 ft 1.5 ft 0 in 1 ft 0 in HERS 2006 None 7 W Vinyl Low -E Double Yes 0.47 0.41 N 6 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None 8 N Vinyl Low -E Double Yes 0.47 0.41 N 20.8 ft' 1.5 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING / - -- Forced Ventilation - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1173 7.08 64.4 121.1 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 361 ft 64 ft 8 ft (invalid) COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14 24 kBtu /hr 720 cfm 0.75 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF: 8 24 kBtu /hr False HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: . 12-2 i. - - s 6-....g Y-6- PERMIT #: fI TL4.M r I c. !�',qe,..- , FL, 3 Z Z 3 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. j EXCEPTION: Frame walls where a continuous infiltration barrier is 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 is installed 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. 'i - 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 i REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.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 N1112.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 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1 N1110.AB I 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 each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V / - -- Supply - -- Return - - -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 243.4 ft Interior 60.85 ft Default Leakage Interior TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling J Fb fX1 M Apr p p Ma (X Jun l (X] Aug rX Aug i Sep X Oct rX Nov X] D Heating X (X] Jan an [X] e X Feb X Mar ar 1 X A r X 1 M X ] Jun [X] Ju X Jut [ [X 1 1 Aug X Seep ( X ] Oct X ] Nov [ X Dec ec Venting X Jan X Feb X Mar X A r X Ma X Jun X Jul X X Sep X Oct kj Nov 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 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. I P •reel- fr; e. , FL, Z'Z327 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi- family a. Frame - Wood, Exterior R =11.0 1140.00 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? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1242 a. Under Attic (Vented) R =30.0 660.75 ft b. N/A R= ft 7. Windows" Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.47 113.80 ft SHGC: SHGC =0.41 11. Ducts b. U-Factor N/A ft2 a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 243.4 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 24.0 kBtu /hr SHGC: SEER: 14 d. U- Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu /hr e. U- Factor: N/A ft HSPF: 8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft2 EF: 0.92 b. Floor over Garage R =19.0 20.00 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 ,._ t: Construction through the above energy saving features which will be installed (or exceeded) ' ,.-''0F KE.$T.. f . t -,, i n this home before final inspection. Otherwise, a new EPL Display Card will be completed i _447' ° .... `l: ' ,\ based on installed Code compliant features. • Builder Signature: ,!'_hi1/ Date: 3- l 1 c, a Address of New Home: 4 22 0,, . . - -, ),G..t.� City /FL Zip: 110-.-) re c RF i,4,.." `..... ` v5' ' FL ...--2,1_33 D T4 .• *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 B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Habitat For Humanity, Beaches 1242 Sf HVAC Load Calculations for Habitat For Humanity,Jacksonville Beach 1671 Frances Ave Atlantic Beach, FI. 32233 Elite o re Vu �`, RESIDENTIAL AND LIGHT ' r _. COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Wednesday, November 04, 2009 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Horne Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Page 2 Project Report General Project Information Project Title: Habitat For Humanity, Beaches 1242 Sf Designed By: Jim Williams Project Date: Tuesday, June 23, 2009 Project Comment: This equipment can be replaced in name or by equal or greater SEER or HSFP as stated on the FL. Energy Code Client Name: Habitat For Humanity,Jacksonville Beach Client Address: 1671 Frances Ave Client City: Atlantic Beach, FI. 32233 Client Phone: 241-1222 Client Fax: 241-4310 Company Name: Home Energy Services Company Representative: Jim Williams 1 Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference • Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48 Check Figures Total Building Supply CFM: 753 CFM Per Square ft.: 0.606 Square ft. of Room Area: 1,242 Square ft. Per Ton: 658 Volume (ft of Cond. Space: 9,932 Building Loads Total Heating Required Including Ventilation Air: 17,431 Btuh 17.431 MBH Total Sensible Gain: 16,544 Btuh 84 % Total Latent Gain: 3,192 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,736 Btuh 1.64 Tons (Based On Sensible + Latent) 1.89 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ; Home [Jacksonville, i Services 9 - — — Habitat For Humanity, Beaches nt, e 3 I Rhvac - Residential & Li ht Commercial HVAC Loads Elite Software Development, Inc. Jackso , FL 322 -g- Mi scellaneous Report System 1 Whole House Outdoor Outdoor Outdoor Indoor Indoor Grains I Input Data Dry Bulb Wet Bulb Rel.Hum ReLHum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 (Duct Sizing Inputs ._ Main Trunk Runouts Calculate: Yes Yes I Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. I Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data ' Winter Summer Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 58 CFM 58 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 9,932 Cu.ft. X 9,932 Cu.ft. 3,476 Cu.ft./hr 3,476 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 58 CFM 58 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) ' Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (58 CFM), Construction: Unknown Summer Infiltration Specified: 0.350 AC /hr (58 CFM), Construction: Unknown Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 1 Supply Main Attic 16B 0.09 6 329 No 1 Return Main Cond. Space - 0.15 6 61 No Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 Page 4 j Load Preview Report Has Net ft. Sen Lat Net Sen His C's A Duct Scope AED Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM, S ize Building 1.64 755 1242 16,544 3,192 19,736 17,431 352 753 753 System 1 No 1.64 755 1242 16,544 3,192 19,736 17,431 352 753 753 16 Duct Latent 500 500 Zone 1 1242 16,544 2,692 19,236 17,431 352 753 753 16 1- Ktchen 108 2,669 319 2,988 1,361 28 121 121 1 -7 2- Dining Room 105 1,986 272 2258 3,347 68 90 90 1-6 3- Powder 49 159 53 212 528 11 7 11 1-4 4- Living Room 375 5220 1,025 6245 5,128 104 237 237 2-6 5-Br 2 130 1,805 332 2,137 2,129 43 82 82 1 -5 6-Br 3 143 1,220 133 1,353 1,159 23 55 55 1-4 7- Laundry 42 334 80 414 444 9 15 15 1-4 8 -Bath 68 911 139 1,050 885 18 41 41 1-4 9- Master Bedroom WIC 33 531 153 684 775 16 24 24 1-4 10- Master Bedroom 154 1,504 186 1,690 1,527 31 68 68 1 -5 11- Stairway 35 206 0 206 149 3 9 9 0 -0' Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. II 1 Elite Software bevelo ment, Inc. _ ential & Light Commercial HVAC Loads P A K\ Rhvac Residential Home Energy Services Habitat For Humanity, Beaches 1242 Sf Pale 5 Jacksonville, FL 32218 - __ __ --- Total Building Summary Loads Area Sen - Lat - Sen - -- Total f Component ' Des _ Description Quan Loss Gain Gain Gain 4A -3v -o: Glazing - Double pane low -e (e = 0.20 or less), 113.8 2,138 0 3,117 3,117 operable window, a =0.10 on surface 2, vinyl frame, u- . value 0.47, SHGC 0.41 11D: Door -Wood - Solid Core 40.3 630 0 472 472 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 985.9 3,825 0 2,690 2,690 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 660.8 845 0 1,142 1,142 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 66 3,585 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P -19: Floor -Over open crawl space or garage, Passive, 20 40 0 14 14 R -19 blanket insulation, any cover Subtotals for structure: 11,063 0 7,435 7,435 People: 4 800 920 1,720 Equipment: 0 3,050 3,050 Lighting: 0 0 0 Ductwork: 3,821 500 3,108 3,608 Infiltration: Winter CFM: 58, Summer CFM: 58 2,547 1,892 1,210 3,102 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 821 821 Total Building Load Totals: 17,431 3,192 16,544 19,736 Check Figures Total Building Supply CFM: 753 CFM Per Square ft.: 0.606 Square ft. of Room Area: 1,242 Square ft. Per Ton: 658 I Volume (ft') of Cond. Space: 9,932 [ Building Loads _ Total Heating Required Including Ventilation Air: 17,431 Btuh 17.431 MBH Total Sensible Gain: 16,544 Btuh 84 % Total Latent Gain: 3,192 Btuh 16 % Total Cooling Required Including Ventilation Air: 19,736 Btuh 1.64 Tons (Based On Sensible + Latent) 1.89 Tons (Based On 73% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Elite Software Development, Inc. Rhvac - Residential 8 Light Commercial HVAC Loads - - ty Home Energy Services Pa e 6 Jacksonville, FL 32218 g For Humanity, Beaches 1 42 f Building Pie Chart Floor 21% ; Infiltration 15% Building Roof 5% Loss Ductwork 22% 17,431 t. Btuh r Wall 22% ' Door 4% Glass 12% Floor 0% ° ED Excursion ° Roof 6 /o A cursion 4 /o II Wall 14% Infiltration 16% Building Gain 19,736 Glass 16% - Btuh Ductwork 18% Door 2% People 9% Equipment 15% Home Energy $ e ti & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Jacksonville, FL 32218 _ Habitat For Humarn Beaches 1P4 7 System 1 Room Load Summary 1 - - -- Htg Min Run Run Clg Clg Min . Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1 - -- 1 Kitchen 108 1,361 28 1 -7 454 2,669 319 121 121 2 Dining Room 105 3,347 68 1 -6 460 1,986 272 90 90 3 Powder 49 528 11 1-4 122 159 53 7 11 4 Living Room 375 5,128 104 2 -6 605 5,220 1,025 237 237 5 Br 2 130 2,129 43 1 -5 602 1,805 332 82 82 6 Br 3 143 1,159 23 1-4 636 1,220 133 55 55 7 Laundry 42 444 9 1-4 174 334 80 15 15 8 Bath 68 885 18 1-4 475 911 139 41 41 ' 9 Master Bedroom 33 775 16 1-4 277 531 153 24 24 WIC 10 Master Bedroom 154 1,527 31 1 -5 502 1,504 186 68 68 11 Stairway 35 149 3 0 -0 0 206 0 9 9 Duct Latent 500 System 1 total 1,242 17,431 352 16,544 3,192 753 753 ■ System 1 Main Trunk Size: 16 in. Velocity: 539 ft. /min Loss per 100 ft.: 0.049 in.wg Cooling Stem Summary I Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.64 84% / 16% 16,544 3,192 19,736 Recommended: 1.89 73% / 27% 16,544 6,119 22,663 Actual: 1.92 73% / 27% 16,790 6,210 23,000 FE quipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSH 130241 B* GSH 130241 B* Indoor Model: AEPF183016B* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8 HSPF 14 SEER Sound: 0 bels 0 bels Capacity: 47 °F: 22,000 / 17 °F: 12,000 Btuh 23,000 Btuh Sensible Capacity: n/a 16,790 Btuh Latent Capacity: n/a 6,210 Btuh ARI Reference No.: n/a 3160497 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services 16) Habitat For Humanity, Beaches 1242 Sf ' 1 Jacksonville, FL 32218 Page 8 , - Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces South Individual Rooms__ 0° 45° 90° 135° 180° 225° 270° 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Kitchen 121 *131 131 124 117 124 129 127 1-7 2 Dining Room *90 79 68 74 86 76 68 78 1-6 3 Powder *11 11 11 11 11 11 11 11 1-4 4 Living Room *237 236 222 229 226 230 221 230 2-6 5 Br 2 82 95 *104 93 78 93 102 93 1-6 6 Br 3 55 69 *78 69 53 69 77 67 1-5 7 Laundry *15 15 14 14 14 14 14 15 1-4 8 Bath *41 38 30 36 39 33 29 34 1-4 9 Master Bedroom *24 24 23 23 23 23 23 23 1-4 WIC 10 Master Bedroom 68 91 *99 81 65 81 98 89 1-6 11 Stairway *9 9 9 9 9 9 9 9 - * Indicates highest CFM of all rotations. --, rWhole Buildin_g_ II Rotation Front door Supply Sensible Latent Net Recommended !I Degrees Faces CFM Gain Gain Tons Tons 00 South 753 16,544 3,192 1.64 1.89 45 Southwest *795 *17,479 3,191 *1.72 *2.00 90 West 775 17,035 3,191 1.69 1.94 135° Northwest 759 16,672 3,190 1.66 1.90 180° North 716 15,745 3,192 1.58 1.80 225° Northeast 758 16,670 3,190 1.66 1.90 270° East 769 16,907 3,192 1.67 1.93 315° Southeast 772 16,964 *3,192 1.68 1.94 * Indicates highest value of all rotations. 1 Rhvac - Resdential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services ti3 Habitat For Humanity, Beaches 1242 Sf L Jacksonville, FL 32218 Paje 9 Building Rotation Report (cont'd) Building Rotation Tonnage 1.9 1.8? ! in c O H co c i o U ` 1.7 t i /,/ 1.6 .\ /, ' i 1.5 _ South Southwest West Northw est North Northeast East Southeast Direction Front door Faces —0--- Building Recommended Tonnage Building Net Tonnage f Home Energy Ser Light Commercial HVAC Loads Elite Humanity, ity, Beach s 1242 Sf 9Y Jacksonville, FL 32218 _ _ _ _ Page 10 Building Rotation Report (cont'd) Building Rotation Hourly Net Gain 23,000 I t.. 22,000 f r ': 111\ ■ 21,000 ' x/ 1 ' ► . 3 f 1 20,000 ' „ .:-` t 19,000 / l. - � f j 18,000 .7 i 17,000' 8am gam 10 am 11 am 12 pm 1 pm 2pm 3 pm 4 pm 5 pm 6pm 7pm Time of Day . Front door faces South Front door faces Southw est • •11 Front door faces West C- Front door faces Northw est Front door faces North A Front door faces Northeast Front door faces East — — Front door faces Southeast td n'v, a..1 Y b b N O Do .. 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'" s) 800 SEMINOLE ROAD ,1 ATLANTIC BEACH, FL 32233 y INSPECTION PHONE LINE 247 -5814 4 'J1310 ' Application Number 11- 00002260 Date 9/26/11 Property Address 422 W DUTTON ISLAND RD Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 75000 Application desc single family attached Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor . HUXHAM HEATING & AIR Permit Fee . . . 91.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 3/24/12 Special Notes and Comments CHANGED EH APN TO AP- PERMIT WILL NOT PRINT WITH APN *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PLEASE PROVIDE COPY OF SURVEYS FOR LOTS 2 & 3. PLEASE PROVIDE COPY OF RECORDED DEEDS FOR LOTS 2 & 3 INDICATING RESPONSIBILITY FOR PROPERTY MAINTENANCE BY EACH TOWNHOME OWNER. CO FOR LOT 2 CURRENTLY UNDER CONSTRUCTION, AND ISSUANCE OF DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full- right-of-way restoration, including sod, is required. PERMIT ES��I'YtF) HNeioiR NPP AiLL I AYCHf "C FLORIDA BUILDING CODES. ,6 e i �' CITY OF ATLANTIC BEACH 84 ) 800 SEMINOLE ROAD t') ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 013 Page 2 Application Number . . . . . 11- 00002260 Date 9/26/11 Special Notes and Comments and container cannot be placed on City right -of -way. Documentation of Wetland Deed Restriction recordation is required before Certificate of Occupancy approval. Other Fees STATE MECH DCA SURCHARGE 2.00 STATE MECH DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 91.00 91.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY Or ATLANTIC BEACH 800 Seomuiobe Rd Adagio Beach FL 32233 Ph (904) 247 -5826 Far (904) 247 -5845 tAD yak- - /love) al_ Pontiff/ (/— 9 PROTECT VALUE $ Y - W AIR CONDITIONING & HEATING SYSTEM 1 NSTALLATION Air Conditioning; Unit Qty 1 Taos Per Unit 9 _ Dad Systems Taal Quantity C BTU's Per Unit �2 W,a Rating ( '� PLACEffmr AIR CONDMONING & HEATING SYSTEM INSTAMATION ART# 3 ; Air Caod Unit Qty'-- Toms Per Unit gear: Unit QTY BTU's Per Unit Seer Duct Sys Total Cwt Rating ZBIDV1RED LE PREVENTION Fire • - System Q Qo itp, (Regores 3 as of plans) Fn+e Prue Mania aloe 3 sets of ps The i ' 3 sets of picas ) Gammiteird Fire Supparroiral Hoods Quantity Rewires 3 sets .fphew) Systems Qty Mewl= 3 sets .fpions) tE Pzeralwicated Fireplace Automobile Lifts PLACES LANEOIIS: Gas Piping Oudets -- BTU's El L OTC. GAS PIPING Heat Exc angermars Quantity of Outlets # Vented Wall Furnaces BTU's # Water heaters o Collection Systems Tanks Wells ) :becam paid workdaysHatcovaeocaWNW .asksaos&periodarwodcas spededarabandoned plies easodllaow lmsa umbeim:so taaaact. ANpmsioaosa[la dai� oilmen and ri a'sworkwia � �°tIhaeH�d �poanaaosomot ea b Adele t daps // vsiiws army oth rMooarbed g - iaaarils '"ifi` specalied sty Owners Name w74S 17 t p�saoa La ( f fly / z a ,,- o Number IC sse Heider (Print): las nz yr 6c iCj sw cadrieggionme # C . cos7.J(3 d SIgnatire of License r ' .-ni - r +r� • of 20 :.: C OMM* _Lai / �_,/�l 4 J EXPIRES: Februa , 4 201 Bonded Thru Notar Public U • I AI9RI CERTIFIEDTM www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 3842467 Date: 9/26/2011 Product: Split System: Heat Pump with Remote Outdoor Unit - Air - Source Outdoor Unit Model Number: GSZ130241 B* Indoor Unit Model Number: ASPF183016B* 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): 24000 EER Rating (Cooling): 12.00 SEER Rating (Cooling): 14.00 Heating Capacity(Btuh) @ 47 F: 22800 Region IV HSPF Rating (Heating): 8.20 Heating Capacity(Btuh) @ 17 F: 13200 • 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 Ali LAM, The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on Air and Heating, which the certificate was issued, which is listed above, and the Certificate No., which is listed below. � ' and Refrigeration Institute ©2011 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129615157185362922 02/14/2012 15:08 904 - 2490703 BROOKS AND LIMBUAGH PAGE 02/02 w r EARLY POWER AGREEMENT & RELEASE • CITY OF ATLANTIC BEACH -- Electric power is requested now under the conditions and terms of this fully executed Agreement & Release Job Address: �.. Oil � t r..flrt Permit No. 1 1 " O ‘00 Service Type (Circle One): Overhead Underground We, the undersigned General Contractor and Electrician, understand and agree: 1.. "Early Power" is purely for our construction convenience, it is giA required by Codes,. does get_ substitute for Final inspections or the C/O (Certificate of Occupancyythat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a. formal CIO constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty -four hour notice. 4. "Early Power" release authority is the Electrician . and /or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed (or blanked off) safely. b. Pane is complete with breakers and cover, and (labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f,. Temporary address numbers displayed (Permanent numbers are required for C /O). 5. This fully completed form is to be submitted to the Building Department by hand, mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR. p DATE 2. f /'-( / 1 2. .. PRINT NAME 7L, t C ( ELECTRICIAN /' t (� • DATE p2- I' l PRINT NAME 7L.. Pitit .1 800 Seminole Road, Atlantic Beach FL 32233 Phone: (904)247 -5826 Fax: (904) 247 -5845 hup: / /www.coab.us revised 01, 30 09