The URL can be used to link to this page

Permit New SFAT 420 W Dutton Island 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 -1015- - Property Address . . 420 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- 00002259 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 BU LDING CODE WITH 2009 REVISIONS Approved BuilwI Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: G 2 , * Contractor Name: /&•st—e-de-c.42 }1P Permit #: � •loZs, Property Address: 1 U j 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: Single - 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 ��4/ q?--1 TL i) Public Utilities �Zr A _ t A Building � Planning a�y� 1 Tree Mitigation C1 Satisfied -�"� Final Survey with FFE Yes No All Re- Inspect Fees Paid i Yes No Termite Treatment %es No 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 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 WD r m m r r • x x m W C m l0 m . r 1 .4 I r n m W r r ,H p I T ro 00 b ! i H m X X r o i\ 1 ro `A Z x U I H 0 1 t I .4 V 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I m H I t 0 M I 'y Y-. r r N r r N r r r N r r HI Ip .. Hi C m I o 1 n m I h] 0 m 1 m Hp , d r r r r r r r r F-. I- r 1--. I- r r r l•+ rrrr r r r r r 1-+ 1-+ > I W 'p' H W NNNNNNNNNNNNNNNNNNNNH H rrrrr r WWW.1.1.1 1 Qty 'ro \ .1.O W W W N N N N N N N r r 0 0 0 0 0 0 0 0 N N N N r r O O O O N N N N I ro C.I C I r r m m IP I N H000.1NNrrIP INWWHrrrrr W W W W.1.1�D�D 10000 I rb7O 1 r.1[+ 0M I N 1D.1 \ \\,..\\\\\\\\\\\,...\\\\\\\\\\\.........\ \ \ \ \ \ \ 1 01 m 1 1 N q > 0 r r r r r r r r H r r r r r r r r r r r r r r r r r r r r r r r r r r I H H y I o W n n 1 n ai Nrrrrrrrrrrrrrrrrrrrrrrrrrrrr r r r r r r I [e M 1 CIWZ.'.y'$ I m. 1 0 4 . . 0 0 ] �7 1 0 1 m m d I Y r N r xx I n a, ozo.x0xo.3, P m �3o.zo.x 3TI xO , ggO.x ro3,b3b3 , 3, M1 i u `.. i M , O W,gro4W,4ro4ro4ro44ro4ro4ro4ro4ro4ro4ro4 ? , 0.4M I wNtb , & 1 [ ' 1 1 m 1=1 I Hi H H H , 4. , H V 1 Z I H H m � I 9 , M m m mg m my� m m m m m ro m ro m ro m m mo.. wo mmw mw m l 1 d ' d d x1'•xx0x0 0mG 0 p C7x0xuHoix00,09 09 0 1 mmo i c › nH W [ m � W W W H 5 E b #7 x W H W W 4' a W 0 Pi M'i R N x w m ro . mn� , t:, t7 i mm O Hr...3 a i r 0 oNoro Hro H z ro 1x1.0 yrI H 0 OW O H3 17. 30 M 1 + p ]tL . M H t , H 1 + p ] � 0H00 tJro m H , m N i , ; n HIV n n H 00 H 4 H N H o r z z t y H to O T : I z I Y1 , to m m 0 Z �7a \ o ro o x xW 81no `� x �� o x >e� ° o z 1 m on !Fuyy 1 >h 0 OMo w �H0 czi m x "° m 1 t HH 0 o M w y o y m W na n i 10 I ° zo z n rr z z 1 t. x d d r 0 Pi x Q w En �• z z om o i 0 ooh K N W 1DW 1 1 00.1 I r H R r r*£ i a rr ?: 1 I z /�' h 1 .-. �. I H V 17 r 1 1 VD VD I .0 al 5 R I I o O I H Iy 00 I I v IP 1 H Z 1 " w N 1 I N N ; !D I .N .A. pl a I I r r 1 1 I to M I r r H O I I KIN 1 O I I MN 1 1 1 1 I I 1 O I 1 I I'' O I 1 I fr I I co I I I W, I I I HO QI I 1 1 t* 0 1 ro I I I 0 I I I ■ I I n I I ,W or 1 1 1 \ 1 O I 1 1H I 1 I \ I 1 11--. I 1 I N r ■ Y i a dE k i k 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 A ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' s-,) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 _ ..., 2 Application Number 11- 00002259 Date 7/13/11 Property Address 420 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 .00 Permit Fee . . . 118.00 Plan Check Fee . . 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 SURVEY 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 DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full right-of-way restoration, including sod, is required. p PERMIT IS A;Var ff NLC eC I MNC C E AYL Mc F' AL 'ICCIic H 1 ti Al 144E FLORIDA BUILDING CODES. ,' s `'. .r,, CITY OF ATLANTIC BEACH G. A ; ,� 800 SEMINOLE ROAD � ` ' 0 ATLANTIC BEACH, FL 32233 b tfs x INSPECTION PHONE LINE 247 -5814 Page 2 Application Number . . . . . 11- 00002259 Date 7/13/11 Special Notes and Comments and container cannot be placed on City right -of -way. Survey and plans referred to NGVD 1929. In future, use NAVD 1988 for all submittals. (Revision of current plans not required.) 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 -5845 t PERNHT # 224-- JOB ADDRESS: S . 1 A . 1 _�_ & k`/ �' NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTy Bathtub 1 Septic Tank & Pit Clothes Washer I Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet a Hose Bibs Urinal Kitchen Sink I Vacuum. Breakers Laundry Tray Water Connected Appliances Lavatory '2. Water Heater 1 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 final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name -- Phone Number 2y 1- 12 1 22 Plumbing Company ( L as. \u■Lt`'r Office Phone 241 cw-k-�5 Fax2 Co. Address: Le '2 2ff C\ n,e, 1 City �Y. ~ \ f - 1 State EL Zip License Holder (Print): 621. _ . :✓ � ; State Certification /Registration #(re /Z�SJ 1 Notarized Signature of License Holder /' `1° I. 41 MICHELLE L CREWS Sworn and subscribed before me this day ofi�� 20 �� ;t: MY COMMISSION # EE037670 l f ' (� �` �,L,IQ 0 NS) ),),MS '' EXPIRES October 26, 2014 Signature of Notary Public *--X. (� (107) 398.0153 PoridallotarySGMce.com r ' CITY OF ATLANTIC BEACH . 800 SEMINOLE ROAD `= ~ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002259 Date 7/13/11 Property Address 420 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 SURVEY 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 DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. pp Ful 7 l right-of-way restoration, including sod, is required. PERMIT IS A'PP�itfiVEV - C NL i 1 to Na IVAYL Vi4V rOFt LANIKCI�H MIPENcrItt4 Ai 44E FLORIDA BUILDING CODES. IJ : ` f CITY OF ATLANTIC BEACH 1 - AINI - 800 SEMINOLE ROAD 4'40i;ll) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 � Application Number Page 2 A pp 11- 00002259 Date 7/13/11 Special Notes and Comments and container cannot be placed on City right -of -way. Survey and plans referred to NGVD 1929. In future, use NAVD 1988 for all submittals. (Revision of current plans not required.) 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 -5845 JOB ADDRESS: y 2n 030 � 1 \ cscu3A P �' PERMIT # Z NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub 1 Septic Tank & Pit Clothes Washer I Shower / Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink ---1---- Vacuum Breakers Laundry Tra Water Connected Appliances Lavatory = Water Heater 1 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) o Lawn Sprinkler System - Number of Heads ❑ Well * * ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name T...c r }- f -- - Phone Number 2.L-11 -12122 Plumbing Company - A +L_ ><cr _ r s O f f i c e Phone 24f CIV4 - Fax2 — 91 ` i - �+ Co. Address: (.0 2roc:1 �� ..-�i' 1 City" V 1 State V 1 Zip _2 License Holder (Print): C-Z _ L. = , / State Certification /Registration #LrG/ ', SY Notarized Signature of License Holder IF , ' ip :yep ; MICHELLE L CREWS Sworn an d s ubscribed before me this \ J day of l.t.`%., 201 .: MY COM MISSION # EE037670 4 . � Q , 0 �u.ThS ',„ EXPIRES October 26, 2014 Signature of No Public (407) 398-0153 FloridallotaryService.com s S� CITY OF ATLANTIC BEACH ' ) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 n.. INSPECTION PHONE LINE 247 -5814 r f X13 : ) * Application Number 11- 00002259 Date 7/13/11 Property Address 420 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 SURVEY 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 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 � fcontaine n � r r � } company must be on City approved list PERMIT IS ' O' .'nc144N r A ` CL A'1CC'L 01/11 rai# (0 IT AND THE FLORIDA BUILDING CODES. 6 �4 cj k, p \ �, ,% CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Page Application Number . . . . . 11- 00002259 Date 7/13/11 Special Notes and Comments Survey and plans referred to NGVD 1929. In future, use NAVD 1988 for all submittals. (Revision of current plans not required.) 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. CITY OF ATLANTIC BEACH BUILDING AND PLANNING I ti 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5826 :;' FAX: (904) 247 -5845 .. .. www.coab.us 11 July 2011 Ralph Marcello Beaches Habitat for Humanity Inc 1671 Francis Avenue Atlantic Beach, Florida 32233 RE: Density Compliance 420 -422 & 424 -426 Dutton Island Road Dear Mr. Marcello, This letter is in response to concerns raised at a meeting held on Friday, July 1, 2011 and attended by staff of the City of Atlantic Beach and Beaches Habitat. The purpose of that meeting was to discuss Planning staff denial of approval for a two- family dwelling unit to be constructed on the property described below: PHYSICAL ADDRESS 420 -422 DUTTON ISLAND ROAD LEGAL DESCRIPTION 46 -11 17- 2S -29E STEWART S/D 2"' R/P LOT 3 PARCEL IDENTIFICATION 172374 -1015 Plans in support of a building permit application for the above - described property were submitted on June 24, 2011. Upon review, Planning staff determined that the proposed development did not comply with the maximum density allowed by the Future Land Use Designation of Residential Low Density (RL) according to provisions of the adopted Comprehensive Plan, and subsequently, did not meet the minimum lot area required for the construction of a two - family dwelling unit within the Residential Two - Family (RG) Zoning District, as provided in Section 24- 107(d) of the adopted Land Development Regulations: (1) Minimum Lot Area in the RG Zoning District: i. Single - family dwellings: 7,500 square feet ii. Two - family (duplex) dwelling or two -unit townhouse: Lands designated as Low Density by the Future Land Use Map: 14,500 sq ft Lands designated as Medium Density by the Future Land Use Map: 6,200 sq ft Lands designated as High Density by the Future Land Use Map: 5,000 sq ft With dimensions of 75 feet width by 140 feet depth, or 10,500 square feet, the subject property is clearly deficient 4,000 square feet from the required standard. According to Section 24- 82(e), "No structure or property shall be developed or used so as to exceed density allowed under the terms of the Comprehensive Plan or the limitations for the Zoning District in which such structure is [to be] 420 -422 & 424 -426 Dutton Island Road / Beaches Habitat July 11, 2011 / Page 2 of 3 located." Section 24-64, states that a variance shall not reduce the required minimum lot area, and Section 24 -46(d) states that the City Commission shall not grant a waiver for any term prohibited as a variance. Thus, Planning staff denial of the application seemed clear -cut, given there were no other routes to remedy the deficiency. However, at the July 1" meeting, you presented an email dated February 26, 2010 from then - Community Development Director Sonya Doerr, stating the subject property, as well as an identical lot directly to the west, met the requirements for each to be constructed with a duplex, or two- family dwelling unit. You also confirmed that it was upon the basis of Ms. Doerr's assessment that Beaches Habitat purchased the two lots and proceeded with plans to develop. You expressed that there had already been substantial expenditures ($90,000 for purchase and $20,000 for infrastructure) on this project, and inability to complete the project as planned would result in a financial crisis for the nonprofit organization. Given Ms. Doerr's recent departure from the City, Building and Planning staff agreed that staff needed to research the issue and possibly speak with Ms. Doerr to determine if the property had some sort of vesting. Below is a summary of our findings. • February 24, 2004: Letter from Ms. Doerr in response to an inquiry from former property owner Kevin Bennett - who did own three identical contiguous lots, but conveyed the two easternmost lots to BHH in June 2010 - regarding minimum lot standards. • December 30, 2005: Building Department records related to a building permit application (DPLX 05- 00031907, renewed as MULT 06- 00034398) submitted by Mr. Bennett to construct a duplex or two- family dwelling on the westernmost lot, now known as 450 -452 Dutton Island Road. During this period of time, Ms. Doerr was returning from a medical leave, and then - Building Official Don Ford was reviewing all plans for compliance with planning and zoning regulations in her absence. It appears that Mr. Bennett submitted a letter from Ms. Doerr dated March 8, 2004 regarding property located on Orchid Street - which is medium density and would accommodate a duplex or two - family dwelling - to Mr. Ford, who in turn gave Mr. Bennett's plans for the Dutton Island Road property preliminary approval. • January 20, 2006: Facsimile from Ms. Doerr to Mr. Bennett, addressing his erroneous submittal, and reiterating that the property on Dutton Island Road, known as Lots 1, 2, 3 of Stewart Subdivision, 2n Replat (46 -11), had been and still were designated as Residential Low Density according to the Comprehensive Plan, and that the Land Development Regulations clearly stated that "Two- family uses are also subject to the Comprehensive Plan Density limits." • January 24, 2006: Letter from Ms. Doerr to Mr. Bennett, explaining that she had neither authority nor administrative flexibility to give zoning approval in contradiction to the Land Development Regulations. She noted that the minimum lot standards had been in place since 2001 (prior to Mr. Bennett's purchase of the property), and the density had been set since 1990. She further pointed out that compliance with the densities set by the Comprehensive Plan was a requirement of not only the City, but also the State of Florida. Lastly, she explained that no other City department was authorized to grant zoning approval, and reiterated that she was unable to grant approval for something that was not compliant with the law. • January 27, 2006: Building Official Don Ford overrode Ms. Doerr's zoning denial and issued Mr. Bennett's building permit. Shortly afterwards, Mr. Ford retired from the City of Atlantic Beach. His successor, David Hufstetler, issued the Certificate of Occupancy on October 25, 2007. 420 -422 & 424 -426 Dutton Island Road / Beaches Habitat July 11, 2011 / Page 3 of 3 • June 17, 2010: Official Records Volume 15282, Page 01492, showing transfer of Lots 2 and 3 from Mr. Bennett to Beaches Habitat. • February 26, 2010: Email from Ms. Doerr in response to a request from Beaches Habitat to confirm the ability to construct a duplex or two - family dwelling on each platted lot. We spoke with Ms. Doerr and she has no recollection of, and cannot come up with any rationale as to why she would have confirmed these lots as buildable with two dwelling units each, except for the fact that the original property owned by Mr. Bennett consisted of three platted lots, or a total of 31,500 square feet, which clearly is sufficient for the construction of two duplexes or two two- family dwellings. We believe she may have done the calculation based upon the area of three lots, rather than the two purchased by Beaches Habitat. That being said, we do recognize an error was made, and by this letter we are documenting that fact and confirming our intent to uphold Ms. Doerr's density determination, as applicable only to the two lots described below. All future requests for two- or multi - family development will be required to strictly adhere to the minimum lot standards as provided in the Land Development Regulations and comply with applicable density according to the adopted Comprehensive Plan and Future Land Use Map designation for the particular property. 420-422 Dutton Island Road 424-426 Dutton Island Road 46 -11 17- 2S -29E 46 -11 17 -2S -29E STEWART S/D 2'''D R/P STEWART S/D 2''' R/P LOT3 LOT2 RE# 1723741015 RE# 172374-11)10 We appreciate the opportunity to address this issue. Please feel free to contact either of us with additional questions. Sincerely, Erika Hall Michael Griffin, CBO, CFM Principal Planner Building Official cc Alan Jensen, Esq. James Hanson, City Manager Kevin Bennett BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 8 'fi ;',,, 00 Seminole Road, Atlantic Beach FL 32233 � FILE C O P Y Office (904) 247 -5826 Fax (904) 247 -5845 ' lob Address: // `-9 ` // Permit Number: — o ?� .egal Description 4 5;,rl- e4.)`�.) SI) Parcel # laluation of Work $ 7S oor • ea o q , t• Z 'f�Z n = Proposed Work heated /cooled t on heated/cooled 3 — c - ) ;lass of Work circle one ; ( ) Addition Alteration Repair Move Demolition pool/spa window /door Jse of existing /proposed structure(s) (circle one): Commercial fan existing structure, is a fire sprinkler system installed? (Circle one): ye N /A lorida Product Approval # 'or multiple products use uct app rova o )escribe in detail the type of work to be performed: e< 15" w C't r ear y‘ / `"" JL ` 5 S l ZZ. jf roperty I �.�. Address: >�7l �r�t,,�,, s 4 fc- it )a A . c c t /A Stater( Zip J.t Phone ..7-0)/— Z.yi — l Z77-2_ -Mail or Fax # (Optional) 90 41— x-4/1 -- -4 /_J r, ontractor Information: ` d pany Name: 23e �.� )1 LZ )- Cle-� `',� � ' . 2 Qualifying s Qualifying A ent: dress: /4 Fr`a,..� o 4. -dc Cit 4 y - 4 ffice Phone qo l / 2 Z Job Site/ Contact Number State FL Zip 2� :ate Certification/Registration # �` � Fax # 9:=',/— 2 y 5�,?ica rchitect Name & Phone # lgineer's Name & Phone # G-c.,.>.3 rte. c� f ,, , L G iz Z /v - rs - • ?,9,</— 772.- - ,e Simple Title Holder Name and Address G f o 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 cert:, fy 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 for a period of six (6) months at a time 'rk is commenced I understand that separate permits must be secured for El ectrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, :nks and Air Conditioners, etc. rTy after WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ereby certify 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 spec ed 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 t /� ` i ;. ` Signature of Contractor nt Name cx.--- ( F i VIA 'el Print Name 1"c _---C-. P OM ID and subscribed before me s Day of I Yl�,t,' 20 1 Sworn to and subscribed before me d ` �� s ;Day of t'Y1 eLt,, 20 11 = � 'Ub IC ":0',, - a - JOYCE M. FREEM ti ai ` i #L_iut. » Notary p AN ► + o l:ry Pu.lic ��'' JOYCE M. FREEMAN ;N. , • , - Y ubiic -State of Florida itt,t, r „.4- MY Comm. Expires Jun 10, 2013 Notrt Public - State o1 F, 201 �F F Commission # DD 897794 �- V. `�� Jun 10, 2013 ,• * , do IN 0 Commission # D0 897794 NOTICE OF COMMENCEMENT Permit No. / / - a-d , 59 O• // -22 En 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 ,A Address: 904 - 241 -1222 Phone No.: 1671 Francis Avenue, Atlantic Beach, FL 32233 "` 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 Signed: 7 DATE: �f L/ // C._..i Before me this of in the uoc R <u i : u.3b�2b, C:K tiK ", 5sd> Hage zi County of Duval, State of Florida, has peisonally appeared Plumber Pages: 1 herein by Recorded 05'02 2011 at 1 t :34 AM, him - f /herself and affirms that all statements and declarations JIM COUNTY FULLER CLERK CIRCUIT COURT DUVAL CO in a • rUe and accur UPJTY i RECORDING $100 00 iii' 01-/ /C1 Q• ___.l No - ' •. — - , - - -_1 , County of Duval y • It n ex. � � 1 Per >' Pe� fi g,„ t M , Dw, „ aiabU _ or ,�� ', ' '' \ CITY OF ATLANTIC BEACH S s1 ,44..;;.; s} 800 SEMINOLE ROAD ....- ti v ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 ■Ji.6Sr Application Number 11- 00100038 Date 4/15/11 Property Address 420 W DUTTON ISLAND RD Application type description DEV REV TREES /VEGETATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc BEACHES HABITAT /LOTS 2, 3 DUPLEXES Owner Contractor BEACHES HABITAT OWNER 1671 FRANCIS AVE. ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit DRTV FEE PROCESSING Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 4/01/11 Valuation . . . . 0 Expiration Date . 3/31/12 Special Notes and Comments Removing 67 "(including 26" hardwoods, 33" softwoods, one (1) 8" cherry /dead) for the development of two (2) duplexes on subject property; mitigation due is 29.5" (13" hardwoods, 16.5" softwoods); mitigation completely satisified by preservation of 163" on site trees, particularly one (1) 44" oak and one' (1) - 31" oak, both located in the required rear yard setbacks. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r J • ilt Habitat Habitat for Humana ® — June 22, 2011 '- - r r L` Mr. Mike Jones SUN 2 4 } Building Inspector u - City of Atlantic Beach B � - 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for building permits for 420 & 422 Dutton Island Road (attached single family homes): 1) One (1) copy of the Building Permit Application for each address 2) One (1) copy of the Tree Permit 3) Two (2) copies of floor truss plans 4) Two (2) copies of roof truss plans 5) Two (2) copies of HVAC Energy Sheets for each address 6) Two (2) copies of the Florida Product Approval form for each address 7) One (1) copy of recorded Notice of Commencement 8) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler & irrigation systems. 9) Two (2) copies of the Construction Management Plan 10) Five (5) copies of architectural plans 11) Five (5) copies of structural engineering plans 12) Two (2) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincerely, Paul Finley Construction Manager 904.334.2278 attachments 1671 Francis Avenue, Atlantic Beach, FL 32233 • Office: (904) 241 -1222 • Fax: (904) 241 -4310 www.beacheshabitat.org ; ;s- )!N,,, , City of Atlantic Beach JS Building Department 0 APPLICATION NUMBER z 800 Seminole Road (To b assigned by the Building Department.) r' Atlantic Beach, Florida 32233 -5445 Z. ', j Phone (904) 247 -5826 • Fax (904) 247 -5845 // Z 2 '-' - E -mail: building- dept @coab.us City web -site: http: //www.coab.us Date routed: jQ c /% � APPLICATION REVIEW AND TRACKING FORM Property Address: #2 e .A4 1/e, n /5/n77;1 a D ment review required Yes No Applicant: i / 6167 ' 7 ; 97-- Planning & Zanin A r:, •. '.. is rator raj Project: �, /y 47T chM P • ' / Public Utilitie _. -- Public Sa ety Fire Services r j Ai tP k ''� ilO fire r >>1{ „ Other Agency Review or Permit Required Review or Receipt of Permit Verified 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: [Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: k Date: G o) 9--1/ TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC C BEACH iii ` PUBLIC UTILITIES 1200 Sandpiper Lane 0.1119 ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 247 -5874 NEW WATER/SEWER TAP REQUEST //- 2 2. ---- Date: 4/394i Project Address: .j / - No. of Units: 4, Commercial L Residential q Multi- Family i New Water Tap(s) & Meter(s) ( Meter Size(s) 1 (4 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) CITY STAFF USE ONLY Application# / / — 2 Z Water System Development Charge $ / c / 1 1 0 , Y Sewer System Development Charge $ , OS - 0, 60 Water Meter Only $ / (. , (-V Water Meter Tap $ Sewer Tap $ Cross Connection $ 5, CJa Other $ TOTAL $ /'Z,S' (notes) c APPROVED: AC ` _ r G (Utility Di •ctor or ' thorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED c: 5 - yi City of Atlantic Beach APPLICATION NUMBER :is Building Department bl' (To be assigned by the Building Department.) 1 . 800 Seminole Road J ;7 < ''' r Atlantic Beach, Florida 32233 -5445 1/ – 2 5g Phone (904) 247 -5826 • Fax (904) 247 -5845 i �" , :.tonlp; , E -mail: building dept @coab.us Date routed: (/r (//j City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 /2 ) , � j//y77) el i = 1 : 4 ent review re. uired Yes No I . 'Kn. .._.. Applicant: i l ehf S Aw6.7 rii T' 4 Planning & Zonin• IIM / qq S �. idill,,�;• i ator � � Project: -7 I ) /� �� / � /7 / P ' ' ' / 4 Pub is Utiiitie AMIIIIIIIIIIIIIIIII /` (2,0 lc Fire Services _- Reyiafeed k. � 2 SI NA L ., , : r �- . Other Agency Review or Permit Required Review or Recei Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District . Army Corps of Engineers fp r 1 Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: i— APPLICATION STATUS Department First Review: s �,ry cc 76( x I! � Reviewing p ['Approved. Denied. a e (Circle one.) Comments: Or tG) E f /- 1✓1 Q j t ' FLU is rest a e Ict-1 LOW BUILDING ckevu&C C 1 5 Ire col ttiha.l -�f1A3D' (21L44.44 Ce-C –); qt s i . cAcw..e 4.- ,e,,`' -ft3D Awed ( PLANNING & ZONING Reviewed by: Date: i�' TREE All N. Second Review: 1_ Approved as revised. ['Denied. '-5* ` 2O✓t J$ lk GC PUBLIC WORKS Comments: C' 9 r •12-1 S ' - LCCS 2 ta i ► N( te).3144s PUBLIC UTILITIES ?,,=s sketu�/ � �' N &T ' C e� �\ JN 11-01• C W 402, ` kt -s0 E1 Ca'g C -�C �o�. \ '`C-4 d- J PUBLIC SAFETY Reviewed by:T i Date: 1 FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERIVHT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 ob Address: - :I4 l - 5 ,,,, / Permit Number: ,egal Description 6::7 , -`) " "et✓,, , _) -- ,S'. Parcel # Floor Area of Sq.F't, S F't raluation of Work $ Z-5 c'..)7 5: >. - Proposed Work heated /cooled r Z 'z.. non- heated/cooled 'lass of Work (circle one): ew'w Addition Alteration Repair Move Demolition poollspa window /door 'se of existing /proposed structures) (circle one): Commercial esiden an existing structure, is a fire sprinkler system installed? (Circle one): es o ' N /A lorida Product Approval # or multiple products use product approval form describe in detail the type of work to be performed: - rti --5. 1-I. `-� re, -)--,,,P.-- , roperty Owner Information: ame: t ,- � J ' e. J ' e 1 Address: l 71 ii.c,, '1 tfG.. X15 ity . / %..r. -3 , 1) ,k,' State (i..Zip . .'z2?'4 Phone ( % J_ 2->/i - 121 -Mail or Fax # (Optional) -9 cs 4,1 — Z ,/J _- 414 ontractor Information: ) ompany Name: 1 3e r ,. y ,(„ } - Qualifying Az.ent: ddress: /C ; / r,r - -, t.. �:. , .4 k City ,4- r .1 State FL Zip -.-'' "12. 3 f f i c e Phone ° t " L : . % °°/ . ,-- / 2 2.2- Job Site/ Contact Number 4 1 - 09- 1 ? y _ z 2 7 S r Fax # "729 91 %4: : ate Certification/Registration # rchitect Name & Phone # agineer's Name & Phone # 2 i z,,.t - fi',, ..,.. „ c Z:1 • 75 — c ?c' {f_ 771•_ -6) uv ,e Simple Title Holder Name and Address Dnding Company Name and Address ortgage Lender Name and Address placation is hereby made to obtain a permit to do the work and installations as indicated. I cerify 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 for a period of six (6) months at any time after ∎rk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Bo Heaters, nks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO]VI ENCEMENT 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. ereby certify that I have read and examined this application and know the same to be true and correct. All provisions o laws and ordinances governing this e of work will be complied with whether spped ed 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 construct i" / , ; f mature of Owner - ✓- � -- -r§4 i tit Name i r (( + 1 Print Name ? , ;� ) corn to and subscribed before me Sworn to and subscribed before me s # h Day of r Y ) C i A l , 20 1 1 . 's Day of YYl cZ1,1 , 20 1 t, la 'ublic //,w a JOYCE M. FREEMAN ►'O . Puolio " ' '•y JOYCE M. FREEMAN • � ' `* . - Notary Public - State of Florida . r N ola Public - State of Florida r:' ;� * My Comm. Expires Jun 10, 2013 s kill; � '' di Jun 10, 2013 ;l am` Commission # 00 897794 Commission # DO 897794 r � � \ CITY OF ATLANTIC BEACH ,» y -) � 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 �1.219 Application Number 11- 00100038 Date 4/15/11 Property Address 420 W DUTTON ISLAND RD Application type description DEV REV TREES /VEGETATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc BEACHES HABITAT /LOTS 2, 3 DUPLEXES Owner Contractor BEACHES HABITAT OWNER 1671 FRANCIS AVE. ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit DRTV FEE PROCESSING Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 4/01/11 Valuation . . . . 0 Expiration Date . 3/31/12 Special Notes and Comments Removing 67 "(including 26" hardwoods, 33" softwoods, one (1) 8" cherry /dead) for the development of two (2) duplexes on subject property; mitigation due is 29.5" (13" hardwoods, 16.5" softwoods); mitigation completely satisified by preservation of 163" on site trees, particularly one (1) 44" oak and one (1) - 31" oak, both located in the required rear yard setbacks. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,� CITY OF ATLANTIC BEACH A s) 800 SEMINOLE ROAD 15111 �`` - ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002259 Date 7/14/11 Property Address 420 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 SURVEY 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 DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full nn right-of-way restoration, including � sod, is required. PERMIT IS APP VED"'IINL�' R d 9 E N & W 9 . Y L ' ' c r o F 14 .4 L d IC A x q R i i / I N F R C t i l A I1- gI'IE FLORIDA BUILDING CODES. f JO `) id CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD U = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Page 2 Application Number 11- 00002259 Date 7/14/11 Special Notes and Comments and container cannot be placed on City right -of -way. Survey and plans referred to NGVD 1929. In future, use NAVD 1988 for all submittals. (Revision of current plans not required.) 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 CTTY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 (-1-2O at-Hon-isco-y4 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: • • ? - 1 2 o n ct u.-(-- PERMIT # : / ' 2 2 S JEA INFORMATION REQUIRED ON ALL PERMITS AMI'go VOLTS , PHASE VALUE OF WORK $ 1 500 %o NEW SERVICE ❑ Overhead [4 Underground rii Underground up Pole Residential (Main) Service 00 -100 amps At101- 150amps ❑ 151- 200amps ❑ amps # of Meters :Commercial (Main) ervice 00 -100 amps 0101- 150amps 0151 -200am s Conductor Type Size p 0 amps OCT Service amps ❑Multi - Family (Main) Service 00 -100 amps ❑ 101- 150amps 0151- 200amps 0 amps # of Unit Meters OTemporary Pole ❑ amps SERVICE UPGRADE ❑ amps 0 CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) 0 100 amps 0150amps D200amps 0 amps OCT Service amps --____l p ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets/Switches: 0- 30amps 31- 100amps 101- 200amps Appliances: 0- 30amps 31- I00amps 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 :Smoke 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 OPanel Change 00H to UG 0Other: 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 RC VeS H b { Ct-I-- Phone Number 22.1 H 1 z Z Electrical Company Li (Y1' �_ '1 EItc�t-ri CG ( COiirm.�Ca0 1 I ice Phone 24 l -GCs { Fax Z � - °.-7(9c � Co. Address: 4 l�� f �I 1 { t eet City Ai IC 111 1 C � I` kip E ?Z License Holder (Pri • • .,►_ a l p_ ,_ A ,/ 0,, - State Certification/Registrat' onl Notarized Signal e e' q r ton. 1 � % I r 7 ' 13002296 Fly Commiaaion DD9 ®8791 oiM1` ExpCre ca aco n and su» cr lied befo e - - = is C I (.1 day of _ 20 I f Signature o • otary Public k.- Lk K. la_ l - s ->>` r City of Atlantic Beach � APPLICATION NUMBER � ) i Building Department �/ 't � (To be assigned by the Building Department) I 800 Seminole Road * -, = rz:: Atlantic Beach, Florida 32233 -5445 1/ — Z Z 5, Phone (904) 247 -5826 • F (904) 247 - 5845 / •;:2,0;0 E -mail: building - dept @coab.us Date routed: ( 0 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �.2 u ,141 4a n /64,77) �.� _.'. ent review re. uired Yes No W �c f S h/171-457 � ' •'tdtn Applicant: T? - r 4 Planning & Zonin,�� %it,v 1.. Nis -tor Project: c- - ) 179 f i r'm / iv , ch M :r_ P , . r.� / (Public Utilitie JIIIMIIIIIIIIIIIIMII ItgraiLIZEIMIIIMIMINI 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: VjApproved. ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: C Date: 641/h TREE ADMIN. Second Review: ['Approved as revised. ['Denied. p : , • :.. Comments: PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 r ..' ! , :,, \ S \ � CITY OF ATLANTIC BEACH - ..s ;) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 11- 00100038 Date 4/15/11 Property Address 420 W DUTTON ISLAND RD Application type description DEV REV TREES /VEGETATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc BEACHES HABITAT /LOTS 2, 3 DUPLEXES Owner Contractor BEACHES HABITAT OWNER 1671 FRANCIS AVE. ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit . . . . . . DRTV FEE PROCESSING Additional desc . . Permit Fee . . . . .00 Plan Check Fee . . .00 Issue Date . . . . 4/01/11 Valuation . . . . 0 Expiration Date . . 3/31/12 Special Notes and Comments Removing 67 "(including 26" hardwoods, 33" softwoods, one (1) 8" cherry /dead) for the development of two (2) duplexes on subject property; mitigation due is 29.5" (13" hardwoods, 16.5" softwoods); mitigation completely satisified by preservation of 163" on site trees, particularly one (1) 44" oak and one (1) - 31" oak, both located in the required rear yard setbacks. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Page 1 of 1 202? 2021 i 1 It---71talt- 2030 2027 : 2024 0, 1 aarmr._ 2022 2023 --si--73737- 2015 g ' 1 1 41 133:311 2035 1 . . 2027 - 211557 - . -----12479S--- /I !--tocrecr 387 379 2009 i 371 . a i J • 2027 ---- 100713 . nee . 1987 1921 ' 1954 1983 390 10S 1939 * 432 ■ 2374 101 420 191 T ---- s 1937 2013 - IOS ------- - 1929 1930 / 1 . ---- - 1927 1909 ... ; -• , 4 X . 1925 1905 1924 - UU 551 ., 1 .9 2 .3 451 425 403 SLIT ST 105 1913 1912 — 1911 • . 390 379 - - - -- MMES . 924s 1390 * '`. Ian corrieht 4c) nos City 0 f Jacks•nvilia.F1 0 112f t ,... , s. 7/1 CO - -- 1 A http://maps.coj .net/output/DuvalMapsitdgism3168430328631.png 6/28/2011 6 f Julius Lee RE: 370303 - 1109 Coastal Bay Blvd. Site Information: Boynton Beach, FL 33435 Project Customer: Beaches Habitat Project Name: 370303 Model: 1292 Lot/Block: Subdivision: Address: 420 -422 Dutton Island Rd City: Duval State: Florida P1,77, '' > 1� L Name Address and License # of Structural Engineer of Record, If there is one, for the bisb g. U Name: Paine, Lawrence A., PE License #: 21475 a . 4, 5 , 8 Addre 319 Oglethorpe Blvd. City: St. Augustine State: Florida r General Truss Engineering Criteria & Design Loads (Individual Truss Design Draw$nsIa�ziry Special:° Loading Conditions): = r, L Design Code: FBC2007/TP12002 Design Program: MiTek 20/20 7.31„,'-! o- Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: 55.0 psf' r ") Roof Load: 55.0 psf -� This package includes 9 individual, dated Truss Design Drawings and 0 Additional Drawit>s r' - , r r\ With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer antlsthis ilex ;Meet c' 6 conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rul f r , z This document processed per section 16G15- 23.003 of the Florida Board of Professiona#%.,�2ule§ _' Y In the event of changes from Builder or E.O.R. additional coversheets and draws m '" if this coversheet. The latest approval dates supersede and replace the previous its �y c p y i f No. Seal# Truss Name I Date . c� a 1 14772469 �F01 F 0 e 6/8/011 2 14772470 F01 A 6/8/011 u. , - (1 i t - r 0. 3 14772471 I F03 L6/8/011 I i C • 4 cr 14772472 f F04 i 6/8/0 r 4 E R a J 5 14772473 F05 16/8/011 2.-. , 6 14772474 1F06 1 6/8/011 c C j 7 14772475 ! F07 L6/8/011 G 8 14772476 1F-KW L6/8/011 ' F 9 14772477 IiiidP T100 16/8/01 ,_ s , L L The truss drawing(s) referenced above have been prepared by MiTek Noy � ��i Industries, Inc. under my direct supervision based on the parameters • z \ k")... 3. S• / provided by Builders FirstSource (Jax). ' .`J • ' \CEN4- ' `� � ' .."; Truss Design Engineer's Name: Julius Lee * ' NL 3486 * ' _ My license renewal date for the state of Florida is February 28, 2013. — _ 33 : • W w NOTE: The seal on these drawings indicate acceptance of 0 •.• ; • LU professional engineering responsibility solely for the truss 4, '• S ATE OF .,,• components shown. The suitability and use of this component ;tp • •• F � o n! P •• ' •• C��` designer, per ANSI/TPI building Chhet responsibility of the building �� S' - , g ,2011 1 of 1 Julius Lee C - - Job =--- Truss Truss Type — _. -- — Qty Ply 370303 F01 FLOOR 20 1 14772469 Builders FirstSource, Jacksonville, Fl 32244 - - -- -_ —_ Job Reference (optional) 7.250 s Nov 19 2010 M7ek Industries, Inc. Wed Jun OS 08:48:06 2011 Page 1 ID: DnAmLZk5k MprR • 0 -1-8 I -H--- 1-3-0 - -- - ) 1-7-0 - f - - - - - � .—I f- 0-10 -0 / H 0 -10--0 - I O F 1 1 Scale = 1:15.4 4x6 II _ 1.5x3 = 7x8 — 2x6 II 8x12 = 2x6 II 6x6 = 1 2 3 4 5 6 r ___ - ._ - -- .. - - T __ - -- -- T1 -_ -- - __— ■ . i 4 N 1., o IFS' 9 W1 0 L . 1.5x3 = • - Y - L t 111011111"1111 V I I t il - H - - -- _- 91 - _ - 14 13 12 11 10 9 G 8 7 7x10 — 2x6 I I 7x8 = i 3x6 I 8x14 MT18H = 2x6 I I 6x8 = - .__- _-- _1 -4-8 ._. —.- . __... -- — - -- - -- 6- 6 -0 � -- 8 -0-0 -- — 14 -8 -- -- 4-5-8 0 -8 -0 1 -6-0 — — I Plate Offset (X,Y): [2: :0- 1- 8,, ,, -8 0-0 8] 0-1 - Edge], [7 0 3 0,Edge), [10:0 -1 -8 Ed __ — Edge]13:0- 3_00 -0-0) [6 0-1 9?l, [11:0 -3 O,Ed9eL [14:0-1-8,0-0-81 LOADING (psi) 1 SPACING 2 -0-0 CSI DEFL in (loc) I /deft 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/TPI2002 (Matrix) i Weight: 74 lb 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 (lb /size) 13 =- 767 /Mechanical, 9= 4443/0 -3 -8 Max Uplift 13= 914(LC 3), 9=- 1679(LC 6) \ \ `\ 1 1 1 1 I 1 1 / / , /' Max Gray 13= 523(LC 6), 9=4443(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ‘ \)\, • ' ''''''' • •• CA\ / • 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 VS9 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 7 -0 ' : w NOTES (12 -16) — : 9.i 1) Unbalanced floor live loads have been considered for this design. ; STATE OF • � � ■ 2) All plates are MT20 plates unless otherwise indicated. T 3) All bearings are assumed to be SYP No.2 . i , • • •. F L ORID P •• 0 ` ■ 4) Refer to girder(s) for truss to truss connections. l� • 5) P oint 9. e mechanical connection (by others) of truss to bearing plate capable of withstanding 914 Ib uplift at joint 13 and 1679 Ib uplift at ' / /v F O N A\- \ \\ ` 6) Load case(s) 1, 6 has /have been modified. Building designer must review Toads to verify that they are correct for the intended use of this I [ 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 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 15) Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S) Standard Except: I S:ognued_on -page 2 Jun 8,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD-74 73 BEFORE USE. r Design valid for use only with MTek connectors. This design is based only upon parameters shown, and a for on individual building component. Applicability of design poromenters 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 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 Quallty Criteria, DSB -89 and BCSI1 Building Component Safety Inlormatton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. f Job Truss Truss Type Qty I Ply - - - -- - - -- 370303 FO1A FLOOR 2 1 4772470 Job Reference P o tional Builders FirstSOUrce, Jacksonville, Fl 32244 — -- ---- -. - - - - -- . _ — ( L - 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:06 2011 Page 1 ID: hzk9YvlkV_1 tN7kaSYjL7Gz8P4A- MprR2RinLLGDE0d0AectQlFfoY8LDInRBVhZ ?oz80f 0 -1 -8 F td -_ _,, _ 1-3 -0. I - . _ _- __1 - 12 _ — - -... _-I I 0 -9 -14 -� I- 0 -9 -14 - i (L F 1 /8 Scale = 1:15.2 4x4 = 1.5x3 II 6x10 = 3x3 1 2 3 5x7 = 4 6x8 == 5 6 1.5x3 = _L i-.K _t_p_ T — r ?-‘ I 'T ,_ .. Nip- Air 7 ,1 ,,,iii . Y _. - -.- .- _. \ ._ I �' 1.5x3 = 1 - 13 12 11 10 9 6 7 6x10 = 1.5x3 II 2x4 I I 4x5 = 1.5x3 I ! 5x7 == 5x14 - - 5 -10-4 - -- I - -- - -1 -4-8 -- —f- -.._ _ .. _ 4 -512 _. -. _. __ _ -- +. 6 -0.0 t 8 - 0-0 —I - — -- --- —_ 0-7-12 ..__ 1-6-0 Plate Offsets (X Y): J 0-1 -8 Edge], [3:0- 3- 0,Edge], [4:0- 3- 0,Edge] [6:0 -1 -8 0 -0 -81, [6 0 1- 8,Edge] [9 0-3 -0 Edge] .. T LOADING (psf) SPACING 2 -0-0 ' CSI DEFL in (loc) 1/deft L/d 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/TP12002 (Matrix) Weight: 53 lb 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 Uplift All uplift 100 lb or less at joint(s) except 13=- 492(LC 3), 9=- 2400(LC 4), 12=- 204(LC 3), 11=- 322(LC \ 011 [ I / [ f 1 / 4), 10=- 2506(LC 1) \\ \V ,, `` S S cS /- / Max Grav All reactions 250 Ib or less at joint(s) 12 except 13= 256(LC 4), 9= 5756(LC 1), 11= 1054(LC 1), �\` • �' / �� 0 i 10= 1181(LC 4) ■ \. )V , LENS �� FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. * -- * • TOP CHORD 1- 13=- 253/498, 1- 2=- 261/636, 2 -3= 650/1460, 3-4=-2046/4661, 4- 5=- 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 : ce - 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 `� 1) Unbalanced floor live loads have been considered for this design. ( GRID ? • • \ 2) All bearings are assumed to be SYP No.2 . � /0 .. . ! \ Q � \ 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 Ib uplift at joint 13, 2400 Ib uplift at joint li I N A\- 4 \ \\ 9,204 Ib uplift at joint 12, 322 Ib uplift at joint 11 and 2506 Ib uplift at joint 10. // "//1 II 1%\ 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 .• Juno' 8,2011 1 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN - 7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and n 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 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/fell Quality Criteria, DSB -89 and BCSII Building Component Safety Informaton available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. • Job Truss - _. Truss Type YP Qty Ply ■ 370303 F03 FLOOR 14 1 14772471 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 - - - 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:07 2011 Page 1 ID:hzk9YvlkV_1 tN7kaSYjL7Gz8P4A- g00pFniP6fP4s9CDkM76zVntlxORyHxbQ9R7XFz80f,7. 0 -1-8 1 -3 -0 _ H h — - F -1-6 -0 1 0-1 Sc = 1:34.2 4x5 = 4x5 = 1.5x3 = 4x4 — 1.5x3 I I 1.5x3 I I 4x4 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 021 = � a / 'v B I' \ . 22 �< 0 n 20 19 18 17 16 15 14 13 12 11 4x6 = 4x4 4x4 = 4x6 = 1 H 1-6_0_ 4 -0-0 - 6-6-0 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 —I Plate Offsets (X,Y)_[1 :Edge,0 -1 8], [10:0- 1- 8,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl 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 \ \ \1\ 1111 1/// // FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \.3S S /( / \ TOP CHORD 20- 21=- 1061/0, 1- 21=- 1060/0, 11- 22=- 1061/0, 10 -22 =- 1060/0, 1-2=-1093/0, `� 'k ` / / // • 2- 3=- 2734/0, 3-4=-3772/0, 4-5 =- 4296/0, 5-6 =- 4296/0, 6- 7=- 4296/0, 7- 8=- 3772/0, ■ •' • j 8- 9=- 2734/0, 9-10 =- 1093/0 .J,•' \GENSE . � � 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 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 : • Ce 7 -15= 167/563, 4 -16 =- 167/563, 5 -16 =- 269/41, 6-15 =- 269/41 ; = NOTES (6-9) Q , 41 1) Unbalanced floor live loads have been considered for this design. T STATE OF .� \ 2) All plates are 3x3 MT20 unless otherwise indicated. i F �ORIDP �` ■ 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. ///1 /O N A � \ \` 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 / ! 1 1 1 1 1 1 1 \ \ \ 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 I LOAD CASE(S) Standard L - -- ----- - - - - -- - -— Junej 8,2011 f 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 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 Quallty Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. I. Job (Truss Truss Type — Qty Ply — — 3 70303 F05 FLOOR 4 1 1477247 Builders FirstSource, Jacksonville, Fl 32244 - -- - -- — -- - - _ Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:08 2011 Page 1 ID: A _HJn ?FEagTz8P49 ICyCS7j 1 tyXxTJnP13eL WjK5PLuwhgRkfpAg4hz80 0 - 1 - 8 H 1 -1 -3-0 - I I - -- — 1 -9-12 - 1.1 -12 - -H Scale = 1:17.8 1.5x3 I I 3x6 =- 1.5x3 � 1.5x3 II 1.5x3 II 1 2 3 4 5 6 I - _ - -.- --- -- -- - - Tt 7 / 1I1_ ._ , .111 44\ 1/ . ,.110 ' ,� 1 0 I - y - B1 41111111111141L ' -- � I I IPA 14 15x3 I'' 12 10 9 .. _ 8 - 'II 13 1.5x3 II 6 - 2 - 4 — F —_. _- - -.. _._... 1— — .._._ . _._ 10 6 - 2 - 4 - __4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP 1 ' 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 FBC2007ITPI2002 (Matrix) Weight: 571b 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. 1 REACTIONS (lb/size) 15= 363/0 -3 -8, 8= 278 /Mechanical, 11= 468/0 -3 -8 I Max Gray 15= 370(LC 7), 8= 290(LC 4), 11= 503(LC 5) \ � , \ ` Wi llli / TOP CHORD ^ 15-16 — 369/0, -16 =-368/ b 1- 2 2-3=-521/0, 3 -4 =- 521/0, 4 -5 =- 294/0, 5- 6=- 294/0, 6-7= -294/0 \ \ \\\ `US v ' �\ / / / // 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 ��CEN$F •. `. /� 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 ; cC 3) All bearings are assumed to be SYP No.2 . l w `i 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. � 0 : 4U 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 ■ , • STATE OF ,�. \ be attached to walls at their outer ends or restrained by other means. j -t1 ' •. P C O p` • •' • �\ 7) CAUTION, Do not erect truss backwards. ///„. V 61 \ \ 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular //// O N AL \ � \ building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. // /1 1 1 1 l) t 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 n 1 ,Y WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid fa 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 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 BCSI1 Building Component I . . _. Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. 1 Job Truss Truss Type Qty Ply 370303 F07 FLOOR 2 1 14772475 Job Reference (optional) I Builders FirstSource, Jacksonville, Fl 32244 - - - - - -- 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:48:09 2011 Page 1 ID: eMsvzam 1bHb cRuzZylpDhz 8 P 48- mOWagTkfeGfo5TMbsm9a2wtGgIHrQJMuuTwDc7z80f 0 -1-8 H I— 1 -3 -0 1 H ------ 2- 0- 0 - - - - -- 01 F� Scale = 1:17.2 1.5x3 i l 1 2 3 4 3x6 = 5 .1a 12 ,' 1 - -- - - ,, 13 1.5' q E 1.5x3 = o � ; :L v 1` H - - -- __ -_ _. _ -- - - - -.__ - - 9 -1-8 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (foc) 1/deft 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/TPI2002 (Matrix) Weight: 501b 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 Ib 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. \ \\ 1 11 � // WEBS 2 -9 =- 274/0, 4-8=-297/0 �\ \ uS S • \ /// \ '' `` • / i NOTES (6-10) w,•' \CEN$F 1) All plates are 3x3 MT20 unless otherwise indicated. 2) All bearings are assumed to be SYP No.2 . * NO 9 * 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. ; X 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 fir : : LU ` 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; STATE OF .• ...- 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) - F� ORIO – •' �� 8) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 �i vs \\� 9) Use Simpson THA422 to attach Truss to Carrying member / /// 10 N R \ LOAD CASE(S) Standard // f 1 1 1 I 1 i \ \ Jun 8,2011 1 ■ WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M77 -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 paramenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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/TPil Quality Crtieda, DSB -89 and BCSI1 Building Component Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 4 • Job Truss Truss Type Qty -- Ply - — 370303 T100 SPECIAL 2 14772477 Builders FirstSource, Jacksonville, Fl 3V44 - -- -- - -- Job Reference (optional) 7250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 1 ID: IVWhszvp_ UCpzNO Ea4ytp1HPanf)dwoPUgpbBPT ?9V 69f0167fn8az8 F 3 4 -11 6 -7 -9 9 -10 8 13 -1 -7 16-4-5 19 -9-0 3-4 -11 3-2 -15 3 -2 -15 3-2-15 3 -2 -15 3-4 -11 Scale = 1:34.3 3x8 = 2x4 I I 3x8 = 2x4 I I 3x4 = 3x8 = 2x4 I I 3x6 = 1 17 2 18 19 3 20 4 5 6 21 � 23 8 � -- - T1 r c -- - - - - -- � - — - - - -- -- 1 r 1 y - r u 16 15 14 12 11 10 ' 13 2x4 5x8 = 2x4 3x8 = 2x4 9 3x5 == 5x 8 2x4 1 E -- - 3 - 4 - I -- 6 I -- — _ -10 -8- - f - -- 13 -1 - I --. - _ 16- 4- 5. .._- -- I -- 19 -9-0 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 (Ioc) I/defl L/d 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/TPI2002 (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. \ 1 \ I I I f I / / / 7 TOP CHORD / • 4-20 =- 6080/0, 4 -5 =- 6080/ / 6-21=-3397/0, / 21-22=-3397/0, /0 7-22=-3397/0, /0 7-23=-3397/0, 0 / 8 23= 3397/0, \\ J ' /// �v K , 8- 9=- 1244/0 `,N\ J� ..... / BOT CHORD 14- 15= 0/5424, 13- 14= 0/5424, 12- 13= 0/5424, 11- 12= 0/5420, 10 -11 =0 /5420 \ � 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, ` *: NQ 9 8- 10= 0/3404 NOTES (10 -13) _ - : • Ce 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 - • • 'L OR(DP �� connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. .././ SS, � � 3) Provide adequate drainage to prevent water ponding. // / / / NA \\ \\\\ 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 / / / I I I I (� \ 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 L 00pge2 Jun 8,2011 t 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. Julius Lee Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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 Criteria, D5B -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. • li* D .p, D o: 72 H z N b. rt. 14 GI ° c c.(1) Q Q p D w 'Qdo D- a n 0 7 ,' AV, D v 0 p ( O v O Q HIE =; 0 - - 0 no o 3 o 5 r- 50 3 if 0�3 a�65' O m,, am o . Q E �cxo n a° ' C) �X —0 0D v o5•o oaQ � ��N m� > c oy 3� a na3 0 o c - ' O E) D' a � o o P OE 0 3 0 3 °v oao N P Q 0 m m. _ �' n ° cD° nQ ��' Z Q �C7 N a �7 :n �.n 3∎ Z O c p Q Q a 6 3 , p 0 0 � Q a° ,. 7 Q: O -« 6-.� a . �o ° • O QQ 3 ��o' c o• QO a 1 1 . 1 m o � � Q o � . 0a o N o D a° D- Q c (Q - CCD c 5 0 Q Cr �Q Nc -. o OcD O ao -.. c 5• Qo b - (D o x O' - (Q C1 c 5 ? X 50 �`•" co 0 1 c c O n , Z v u, C x, c s = A p TOP CHORD L� •� W A n m • CO _, o f O $ O mOz � O� N 0 m0 TZN Z O '' V Cr Z7 n (70 • 0> �/ A ' N -+ D • C \ `0 � � N m W N O m Z m� a N �v,U_ Q o f CZ O O CO 3 �` O` W W T fn W N A Do 0 0 N f— m J rn m -gyp D< V 1 `'`'2-7 = N �w O, Z7 70 _ m m 0 `V W v (n O O -, C 0 a � • j - T1 N o o D W y z 0 _ 3 /'�^) a. � r —I- � O •o •p H m m O 0 o (C 0 0 ill V) GO _ O o F Z m f 0 \ I D 'a D _n 0 ' A op co m 3 y H 7C OH P r1 m N . cn z A a TOP CHORD O W V O• Cn A W N p .`0 07 V P N A W N 7 0 T - -- 1 , 9 N DA F 7 _°8 O n O O 4364 '6' 7 C , a O N (-) 5 c � c, 7 O O O v n a a � N z 0- �� a D Q Q `�- o a5. �. - O 7 T 9 D (D o 3 ao 0 0 N ' .. y 0 O p ry o To: 2 ,, Q a 3 c • --I (0 -0 ° n 3 ° o = o o o O . 0 n = Q o 3 -0 0 3 . 5 - S° O N m c n ° 0 ° c o B ` ` m cfl . v p SD g 2 . 3 cflo mm -- c ° (D :-4a, 0 <' ° 3 0 ,.,- 0 P..2 3 m co(Dc go ( Q -, 0 Ea SD mm a c_ o s 3 � a 9, a3 2 -• x m5 0 ° ao 3 , ox -2 r,0 -- D 3 0 Do 1'o' ° o Q° F, c a g"3 9 .a o a<0 `° � m 3 0 0 R m mca K2 g(7-62. o ° (D O n _, • m o 0 � o a � ° o ? : , m= m s 3 - o 0 0 o 0� 00 g o -�- ° - a aQ o3 u� O O T v, (� °a o ' co .o as ° a ° ac a' -0 33 oa 0 aD° 7m (D --. o '0 N P'c (1) 9-.' o� n 5N o '� ° ° - -0 �� a c °m -Go o ohs o act as n � •6 (D O R-2_ o m� H m s a on a 0 m _ o-o o� o m c0 cn 0 •'^ c-ac ,_ -3 0 0 ° R o os a o' 2 60 ° 5 .. .3 9, g. Q0° (o coR m ° ac°"o °. O ' � 3 m n • m < � •D au ' 3 - p- ?a co ° m o n 0 a mg a Q Do ° o Q o FP(p03 -- Q ° co om Q 3 a a >> y o o R, '" .m o - c, o o _ 5 � T '^ . N (° j U 0 N cD (o a O ° 0 ( O N 7 C N 0 -. ( a N a • 0 c a x,4 ° o0 0 . o (To -a n mo ? G)a < o y _ . y° 0 0 ` 2 c o <mQ Cn o coo (< 0 a a t'-' � 0 . = m g. a 00- - -a0 .ia mo QJ (DO -0'" C o 'p 3 - -Q -- (° a0 N 3 j 6 - (0 N 7 0 ti,..., a p• N o - S .- J m (° 0 cr, - o 3 n o - a 7 C. Q w 1 0 Co N° a Q 0 a 0 -. Np a N 0 O w - - 0 ° 0 6 a D ',am P . 3 N A 0 m c 0 f, o o -' m = 3 0° a-0 '° • m ` o ' 7 0 D s 2 0 c" co c° ,/, 3 N `V ■ g� o ° m o o m' a 0 r �a oa c Q. 5 3 m a -a ism m m y" : 0 � 3 o 0 5 R o� c Q O 3 a co o � H 7 S m(D co 0 m 0 0 o 0. 0_ 0 m W m c a m a . 0 0 o P, ' 0 m R o a ` o y ° g. ° ° a a n 0 ' 0 3 c<° CAD Z I -5-1 c - P, 3 -- 0 M N ' • eve . eve BM-1 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ -Beamearn® 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 l41 1I 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(Ibs) Floor(1.00) 143 53 1' - F07 Point(Ibs) Floor(1.00) 200 75 2' - F05 Point(Ibs) 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 (Ibs) 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 (L/999 +) 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:L /480,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 ®. Tr \ENG71 \jobs \308 \308426 \308892 \BM -1.sms W U of x ; 0 ..,z a I I I '! II I ` I' II I w • A r O r- � d E.. \ al H w H g Z \ 4. ir" O I a c ti % 1 W or., N * Z , 2 w ti v z A A W O W 0 d Z r,�r A.rx. [:+G..f:.C*. 0 mU)V3Cf cfm cnv) V a, 4 114.414.. away f4 c:4 H ti z a 4 5555 Q. p, 0 v o 0 H c c0201..40 000 1\1 Z x �z F a w 0 b 0 Cn U a ,..7a Z .-4 W UU _ UU p ^ W •- F •• • :, Co U U U ti • v L �� * 3, • — : ..: 1� CV . Q * "410411.1441;2111. � r' _. z )1 cv ' b � l lilft Iq� `` 0 4. O grip 1,0 1 tn o y i i > � } � N 0 $2. yq�W=N a I � A W QJ �5 6 gi o a 1 V.,\ GG 4.. N Lil -�1- 27 f'1 — N � c 8 , W U W 0 W Z .. „a 1 �s � �a' H IP I A `Z [A] ^/y A � �7, tBSsi6t ill$ILLV 1 14 � O a0 � aa w "i 1 - al 11 � e di (N •U ;� 1 M §gig V nVRS 1:;:i iliieliii me ,- s. s. I . lii p. 4.) 4.) al O N Ap M qo °z p � ° tt �� gN F Z O 2 W 111. C iRi i a z W z W a a„ W a a . W a a m o g�i $ pe l oil i, p,, a, o VI \ - I * — 0 1 >o aaa z C 02 z p tfj ��, p � °° C$� 19� N �ww..6WE�� o �x a ,.. o � g A ci ai r ° nv � i 0* o U0 o i ° o i E” �Fy' (. .Z. n,204 �� ca. a � alp p + � W � w\* * ' W �0 H 1:4 =0 a V FU rn N A U W� o S c ,�' — W� WD II W a a7 w p A ° ' r m ZW V 1 QC) o va w 0 � a w 0 � a . UVU 0 00 a �� a. � m a °� � a cn . ss V 1 W r G � M w t a Mg I to .a : ■LHMIZH dd N E H 1 w " Ig W ( O p i A� P N WH W �W� co › ca Wc C/3 N E5 a� � 0 WI � W a k d , V _� q Q E. 6- b PI p1111111111 1 C-' 1 11)4 All! j .44 : ;1 0 rso SIIIIIIII g ,< MB o �, 1 pi Z a v\IMI 1 % ,t. rs., 0 "D U z CO U 1 11 d� � � H gF zw o a o NI rn NI' � � °o H w a wo .b .. �w PI <a N 0 Z , H � A 0 Ga% -c QE r W o b 0 (24 U _ di ST x a <4 P4 ry O O Z cn O 02 0 O W ao < N N N E-1 Cs 1 \11111 Z \11:. < I 174= -t4 W N �� '�• O ;1; U U 7 : W m :�i QZ F ✓ 4 r O �� a s 0 •i / �i � H / / /tt11111oW- o x 0 as 8 q o Coe a a w W�'CO d H z Z A p 03 aa � . a o 0-4R z p F x i w ° 3 -M a te ' � E m 0 to � �" w ° 0 Pi XI3SZ CA a3 �o w E.� x `'wz �� w x ao a 0 a a a w w � c0 P A POT. O C E.M g c � ffi Ole W W 0 Q o in o n d' In A f!] V pq W R. ► '� � A `� W F " n zN. =n ° m „4..., C., in � ° F W UN Zi A V 09 O q N 0 r e z ° z A o. ° r 4 ” z E Ea uF a s ° ° c a� x il - z-3 ° xV2 6 x 14 r= ca .,, w ° .. -5 a 0 x �� a— LI g3 ` e .� W ' a � w 0 0 xi a .w x m F. w� A o ° �a z w c�� z 0 ° 7 w CO ° x ° w m '» W� � w o MU E_,4 Q - r; ca a va a xo p� � z r M WO Or (A 0 > awe=+ w a F w ‘111.,i.,, � ° r x B o a a H wMa Z" ' a � � � � a�oo W L od z : � 4 a E-+ z w z a w ° p �d o o 206;11 '- C.74 v ` max° 01 4 a ��ga• mi 0 vi NI ° o w a u E a a ��o 119 11 i °a , r4 4k ° 0 a Z1x�c) m � OW + � H �+ A M �0 0 tL9).2171 g : . ii . . 2. 1 ; 1 ; E9'211 i X fs T o e O = 41, iu CI IA to r/3 D17.0 CV CWz� T C� o 0 . +fi 8= w� w z pp ° 8 m m p Sa 5 ; cn as V ° X 2 W F r=1 ° .. N �� i� cg O cd -44 rg in DC O q C7" b o ;:= ∎S C := VJ o kd LiD 02 Al '1 I \ I 0 El Z'1 In O y O ' � F 7 pa F...Gy4 � k + 1 • . r ' C? * * C7 C�2 • !- 0 0 V I 40. •••••••• �( Z a z a a< ICI 124 •14 as 0 a a O el CO W L� lL1 ,�� pf3� rs. W W 0 w 4 a W � w A x www a s 1-1 2crl R ha 1—.1 b , \ g <1 mzli ~9 p e a E ' a 4 A� a1 I 1 1 � . a A A v 1 14 r A F' -- -- ' ____ 1 r 1-a E E CO i E A v W a� W 1 I 41 W a' u 1 - 4 "I g ° ---- - + - - -- - -- - 1 - - -- f -- 0 w� li f--1 W . 1 �.1.� 1 t l/ ' • .—ql F . Cli p Cs1 � .r ' i ' i ' 12 > d A ' � ® - • N � b r-1 62R• M -- e --- -r - - -- --- -r- - -- - 4 N M x v6 W 1 1 I ~ -� p g , 0 1 � �Ez w .0 v c4 Pv z s 0 z Q 4 F !1 4 � p F '4►-a 4�� >! o 4-1 W Q 2 112 rn A 0 d ppp -i$= w 2i�LJ z A E t■1 W 614 W.s. d 0 z U �i . ■ w 0 ° w C) ,, e 1J2.115 � s '..A w 0 0:/ E i LA 1 A j R VI Zi d G w i 4,46-4 - - -- - 1 ---- --- - 1 H i~ - W i 3 '. co w - - - -- - + - - -- _ - ffo °�� Q �1 � Qa 4 1 1 1 1 I 46 .••••••.• p N W 0% .r E v�W Q' a C �. \[ W F i, i z �/ ' 4( PRA 0 ��` ywitim$s$",#• En r Ww 1 0. n t 7 1/I / a En CU a �o rn U rn 1--, r a. N as rn W F. M Q o U � �, Z o Z I �U o z o Z o / / / / / %i,....._A ' Q c W k Z b (5 0 E-1 ELI H (1) v� k w o z �' b o 1� W NN Pe 0 N CA 0 I +ifs` • • S , W rrI• v O (n V • Ct Ca '^' � * PR ' � iiiJ /N111111t0' . 5 - MULTIPLE- MEMBER CONNECTIONS FOR SIDE - LOADED BEAMS Point Load — Maximum Point Load Applied to Either O Mb ( Gunahct >it.Patter , ._ Assembly A » As nbllr 0 Assembly Assembly 0 Ibs) AS mh ably 3 : s ... TwY�rx.w GcnneoterType ff Geartet tors . 2 . . -! 4=k Li I-� I F ix. 3rh" -nl -ply � �� 2 -ply 3 -ply 2 -pf 3, 2(y 2 l 4 -Ply' r 6 1, 835 835 748 fad(I1f28 "x3 F„ 12 2,22110 5 w_ 1,870 1,670 , 1,485 - [ * Nail 3,335 2,505 2,505 2,225 ='18 24 4,450 3,335 3 2,965 SOS Screws . 4' , 1 1,435)x) 1,435 1,215 1,661X 1,405' r/i "z.3 "orW$ G = 2870 2150)z) 2 ,1 150 1,915 3,785m) ' 2,111X1, x 8 3,825 2,810iz)� 2,810 2,550 3,715( 2,860 >Ce'"er5" `. 4 , . 2,545 1,9 ... 1,910 1895 _ 1,925( 1,775( 71e Slek"` & .'_ . 3,815 2 2,860 2,545 2, 0550, 2,665(' 8 5,090 3,815) 3,815 3,390 3, 855N 1 3,559( (1) 6" SDS or WS screws can be used with Parallam� PSL and Microllam® LVL, but are not recommended for TimberStrand® 1st.. See General Notes on page 38 (2) 31" and 3341" long screws must be installed on both sides. (3) 6' long screws required. (4) 5' long screws required. Point Load Connections Point Load Design Example 4- or 6 -Screw 8-Screw Nail Connection ,000 Ibs Connection Connection lOd splitting. (0.128" x 3 ") nails, SDS or Trusslok " SDS or Trusslok" typical. Stagger to prevent screw, typical screw, typical E � � e ta ' ^ .� 2" spacing, typical �)�° 14" ,,,,:.k-...,,„ 2 ", typical, top and First, verify that a 3 The ply, lei000 " x 14" bi m can ^ � r bo om � 2 2 " s. s support the 3,000 Ib point load as poi w as all load ll )ll' Equal � 7t,��, 114" o ap plied. 3, Ib 1 ` � 1 � spacing m °' ;minimum is 81,5 being tra loads (bs nsferred to the beam with a face 1 beam depth 2" 8 " -10" spacing, moun t hanger. Fora 3 -ply, 1 assembty, 2" typical eight 3 ' TrussLok"" screws are good for ■ There musttreanequainumberof 3, with a face mount hanger. nails on each side of the connection MULTIPLE- MEMBER CONNECTIONS FOR TOP - LOADED BEAMS 114"-Wide Pieces o n both sides. Stagger 1 asteners on opposite side • Minimum of two rows of 55' bolts at 24" on- center ■ Minimum of three rows of 10d (0.128" x 3 ") nails o f beam by �i 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, -1 /2"-Wide Pie ces the number of nailing rows may be reduced by one. ■' Minim 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. screws at 16' on- center. Use 3 minimum 6" SDS and WS screws are not recommended for t z length with two or three plies; 5" minimum for use with TimberStrand ®LSL. Connectors must ti 4 -ply members. 6' SDS and WS screws are not be installed on both sides. Stagger fasteners recommended for use with TimberStrandw LSL. For on opposite side of beam by �4 of the required 3- or 4 -ply members, connectors must be installed connector spacing. Multipma le pieces heade can or be beam nailed of th e o rbolt required togeth size, er to for up to a max width of 7 iLevel Trus Joist" Beam, Header, and Column Specifier's Guide TJ -9 July 2008 39 3EARING HEIGHT SCHEDULE 6 r 171711 Al , 1 -... , C., -,D , Z 1 _.,, . _ - ' k ' :::. _ 0 •4 4,' '-` ': ',--- a Ct. 1c1-10-0 : S.:,) -- ,. c.. 1%g ^ c a t ,„ ■ 1— I A ! f-KW ___:_ 111C■101 . - 1 ' ,•-, :.-- 1".. Es . ... . I ' . _ - - - — . 0 J03 r . 1 J05 ,-,' F03 ( 5 ) I _ 0 0 •tr ' d07 : ...■ ‘#) . L _ si __ _ -- --- , ■107 :-- NOTE5' - <I( 1 -2 1) k TO H1 RIDjk663161n1EN010 .15 FOR L i -- • d07 ,,,,,...,; 6AND.LING Itt5TALLMION 4140-tE PORAPY ACING) F06 F-KW i .„ gat ( FOR PERT , 7-0-0 , J07 , 4 2) kL TR1.155E TR E UNDER F06 r --- 0 f,: \ .., it41.1.1Y 66461178) 5T DE 7 ETELY ' C) 6 __ -- -- 1 J07 ° t ± i c niT EgFRtiNgrauAIfiai FOR ... __ 5 • — 2 , F05 0 ' pc, 7 3) ALL 7ALLEYt Art 312 DE COLIN IONALLYia• M - ,, --11 ea a_ 1 do7 4..,-, t., F11,04toDyrkEf. F05 0 1,. 4 ) Fg.L. 1.1 o c A6R ,„,. i -- 144X1PUM 50*146, 4 E55 GIMIP 15E NOTE" iii _ _ at F04 , _ _ - 4 5) &L Itle ALL5 58001 Or PLACt u W PLARE CCA 13 111tEREO TO A C T* I a.) • De.Aam UNC655 RWISEtte EJ t- 1 i t _ = _."-____ i F03 ,..._ 1111 6 ) 78"4/-1 It1i5T,5E IN51g1E1 C.13 I MTH ftIE TO EBBING gl' ' 3 < •%, U FQ3 - • - i - t-3.1 I - — 124" 1 - ; 7 )14A41EADE Vi or ■r-urNik■Eo w EnbiLEISP 1100 J07 x '.r-7ri T f jo Builders IC 2 , 0 1 ' > EJOI A , FirstSource , , TO4 --( ,$) .- -- 1 -v. , Jacksonville T04 L PHONE ‘ 772 6100 FAX 404 772 1473 0 1--. •,— a 1 6 , z o 0 0 `0" 0 0 0 d_ u_ u_ , u_, u_ L u_i u_ u_ , u_i_, -1 T03 Tampa 0 1_1DGE: 1 1 J PHONE 513 621 4851 FAX 513 625 0456 6 - _ Lake City , __4_ _ _ .__ . PHONE 386 755 65.4 FAX 356 755 7 0 1 0 0 0 0 0 1— 1-- 1— IF- 1_1— \-- C Sanford 10'0'0 q-10-0 PHONE 407 322 0054 FAX 407 322 5553 Freeport PHONE 850 835 4541 FAX 550 835 6835 DOILDER Beaches Habitat 104702757 420-422 Dutton 15Iand Rd. 106. RnrrnInn 122 . .y WE MINDY Original neltrenc, 630.10 ILcre 06/08/11 MSK 370072 1 leyt1 Joni n. Jolt kw ,), MI TEK PLATE APPPOVA1 370303 370072 -----------------------,------ ---,...._ FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: H bitat Beaches 2 Stry 3 Bd w storage Builder Name: Habitat For Humanity,Jacksonvi Street: 'KZ, 1?4,--- r-77..) .t5 ? .,4 1 et p Permit Office: P%2 it All T ) L 4,3E City, State, Zip: 6" Ti4. - 4, > ;` 1.?E.44.» F 3az33 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= ft2 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= ft2 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 SHGC: HSPF: 8 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 ft 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 Total As -Built Modified Loads: 24.35 Glass /Floor Area: 0.092 PASS Total Baseline Loads: 31.78 I hereby certify that the plans and specifications covered by Review of the plans and `0 14E ST,1 this calculation are in compliance with the Florida Energy specifications covered by this - y p '0 .a = `F0_,:' Code. 6 c-- ) calculation indicates compliance `'�'/ � �' ` 1 §' : ,, with the Florida Energy Code. i.....:,,, ,, ' r; fl ;, ";, 0 PREPARED B Before construction is completed C a' - DATE: ji - Wel this building will be inspected for ;. � ' . A. compliance with Section 553.908 70 t I hereb certi that this buildin desi ned, is in com liance Florida Statutes. `- , `. • .. .4 - Y fY 9 9 P � . . .... Oy : ; . with the Florida Energy Code. tc.• -1 Ft... -lr� C k �t 4 OWNER /AGENT: kf J _ BUILDING OFFICIAL: t DATE: - -- - S ' � 3 I i/_ - _ - _ _ DATE: - - ,,2 _Z // 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 # 3 Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: 0 # of Units: 1 Total Stories: 2 PlatBook: ')/h _ Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: 4 /Zp I'ft v� - )- ' 5 e'" - ^ 4 Z 4P Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: ATj / , 8P A- Family Type: Multi- family Whole House Fan: I-L , 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 o 1 ROOF 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 0.92 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 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 Cling X J X re (( M [[X Apr [[X May X Jun X] Jul X Aug X Sep X O X Nov X De c Heating t X1 an Jan pi X [ Xi ar Mar [ Xi Apr [ May l X 1 Jun t X u ] Jul f X Augf X1 Sep f Xi ct Oct f Xi Nov f Xi De Venting X Jan [X Feb [X Mar [X Apr [[XX May [X Jun [X] Jul [X Aug [X Sep [X Oct [X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 3 of 4 PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 2.5 Lot # 3 Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision:.S1'c�,d._ —.- # of Units: 1 Total Stories: 2 PlatBook: 4h. Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: 6 ' 2 - 0 D Li...9 OS, Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: 1971-edi T y L R"&J s e.>1- Family Type: Multi- family Whole House Fan: 3 1,LL33 New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE_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 / Roof Gable Roof Solar Deck V # 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 # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 660.75 ft 0.11 Wood WALLS th # Ornt Adjacent To Wall Type Cavity Shea R -Value Area R -Value ing Framing Solar 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 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: . .V 'V ti^ ?'ib 1-S S Sf- 4-1`)P g n. PERMIT #: (I re4, ., Iv _ ',3 *Ae..%- , 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 are .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is 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 I is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures l 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 -stojy Houses f N1106_AB.1 _2.5 Air barrier onperimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION ' REQUIREMENTS CHECK_ Water Heaters 1 N1112.AB.3 Comply with efficiency requirements in Table 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 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers ' shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for 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. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. /) rive-,?�7 G , FL, , 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 ft 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 "' Construction through the above energy saving features which will be installed (or exceeded) : '' ' 0 1 .- ... :. in this home before final inspection. Otherwise, a new EPL Display Card will be completed 4 11 ..:. A based on installed Code compliant features. . �:,,,, ,,"4, e';; -,` ': p ' - �� .. Builder Signature: A// Date: 5 -.3 -I) I. , a a Address of New Home: 1 -/Z. ,O .k - 3 .f, -J--s L- Cit /FL Zip: A Nr R�'x -, f .v► -. , ` Y P �9 ...co D.... * . lax - FL 37-Lay wE *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 oftware _ _ � ' RESIDENTIALANDLJGHT � _ 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. Home Energy Services Habitat For Humanity, Beaches 1242 Sf 1 [Jacksonville, FL 32218 Page ,3 Miscellaneous Report S stem t1-Whole House Outdoor Outdoor Outdoor Indoor -- --- ----- - , Indoor Grains ! Input Data Dry Bulb Wet Bulb ReLHum 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 Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. 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 From : No. T�rpe Description _ Location Ceiling ng _ _ Leakage Insulation Insulat on Su Area MDD 1 Supply Main Attic 16B 0.09 6 329 No 1 Return Main Cond. Space - 0.15 6 61 No II ~ / - -- _�-��-_�� HVAC Loads - - �--� - �� - �--�--� Elite Software Development, Inc. Elite I I Home Energy Services 16��t/ � | Beaches 1242 Sf _ ______�___��_�� _-�_�� Puge 5 � | Tofo/ Summary /�m ��-------��- l - _��-��-�___�__�_�-_ | Area Sen Lat Sen Tota i [ Description Quan Loss Gain Gain |� ` | Gahn 4A'3v'o:G�zng'Doubks pane bw'e(e=0�Vor |ess). 113-8 2,138 i) 3,117 3-- 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 x4 stud 985.0 3,825 0 2.690 2.690 cmvih/, no board innuiadon, siding finish, wood studs | 16B-30: Roof/CeiIing-UnderAttc with Insulation on Attic 660.8 845 0 1,142 1,142 Floor (also use for Knee Walls and Partition CeiUngm), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark KAeta|, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor-SIab on grade, No edge insulation, no 68 3.585 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P48: 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 CFW1: 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 Totais: 17,431 3.192 16.644 19.736 _��____� -__________-____ ___ i Check Fu�� ` V] Total Building Supply CFW1: 753 CFM Per Square ft.: --------'-----�--- -� Square ft. of Room Area: 1,242 Square ft. Per Ton: 668 Vo (ft of Cond. Space: 9,932 Total Heating Required Including Ventilation Air: --- 17��Bh��----- - --�------'--- ' 17.431 Total Sensible Gain: 16.544 Btuh 84 96 Total Latent Gain: 3.192 Btuh 16 % Total Cooling Required tncluding Ventilation Air: 19.736 Btuh 1.64 Tons (Based On Sensible + Latent) 1.89 Tons (Based On 73% Sensible Capacity) Notes�- ------ -- ---------- -----�--'-------�- ----- '---��---'-------�-�-------�-- ��-` _-_- � Ca�ubtkonsana edd�noyACCAMan��.�---------------- -- - �— ------�'--- -- Al! computed results are estimates as building use and weather may vary. Be sure to seiect a unit that meets both sensible and latent loads. ! | ! � | | � ! � _ �� ^ Rhvou' Residential & Light Commercial wV*C Loads --�—� Elite Softw DeveloriMent, Inc. Home Energy Services ��-�y Hob�oFmHumanhyBoochoo12*28f LJad�?��@.FL 32�� i� Humanity, | ,- _-__--__��__��_�� -� ��-��-�� __�� D9 1 Room Load Summary - -`� � Htg Min Run Run ---' K8hn ! Room Area Sens Htg Duct Duct -� -� Cb Act No SF Btuh CFMS�e _ Vel � Btuh Btuh CFM Sys | � ---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 80 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 8r2 130 2,129 43 1-5 602 1,805 332 82 82 6 8r3 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 tota 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 |� 8�� —'---- --------------- ----- ---�� —�— —� ��--��-----��-- ---- / ! Cooing Sensible/Latent Sensible Lohmnt -- Tons Btuh | � | Net Required: 1.64 84��/1GY6 -------- '' -- 16.544 �� ------- 3.192 1S | Recommended: 1.89 73%/2796 16.544 6.119 23663 Actual: 1.92 73Y�/27g� 16.790 6.210 23,000 , / Data --------�--' �------'-----------�-----�------'---'- - �-- ---' | ------'-------'� ---- ----------- System ------ Type: Air Source Heat Pump Air Source Heat Pump Model: GSH13O241B° GSH13O241B° Indoor Model: AEPF1O3U1GB° I Brand: GOODMAN, JANITROL, AMANA '-'� ^~ '~~ JANITROL, AMANA DISTINCTIONS, EVERRE8T, 0 D|8T|NCT|ONS, EVERREST, 0 1 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 16.780 Btuh Latent Capacity: n/a 6,210 Btuh ARI Reference No.: n/a 3160497 i � ! , , ' a Rhvac - Residential 8 Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Habitat For Humanity, Beaches 1242 Sf Jacksonville, FL 32218 — — Page 9 Building Rotation Report (cont'd) Building Rotation Tonnage 1.9 1.8 O 1- O O U 1.7 P • 1.6 1.5 South Southwest West Northw est North Northeast East Southeast Direction Front door Faces --+— Building Recommended Tonnage Building Net Tonnage •-• oo v a, U/ w N •-‘ 5 1•11 w N F p < P •� �. �. N �• O C 4b ~ �a �dnx (4z 0> C ° • 0 0 CD m 0. o n 0 a Co ° Q ° , 0 0•0 U' 0 i--I, CD. p b co CD n W C9 ° . 0 O 0 a o 0" 0 c a o o o - t cA 7d al, cA 7c ao cn 0'0 ?; G 5- CO o d CA CD a 0 d Y F-11" 0 cm a- - ° b as o w o CD oo a a C ' o " 0 a � A ~C 0 a co cA v ¢ n CD n ° 6' 0 e p ' y U? cn b w ° x Cil 0 x 007 a' 0 CD y 0 C7`D ° n 0 0 0 A) CD CD ( ; D • y o ff0 o as 0� "' • cD 'F'D 5 �. -t CD y eT, ..,.., o 0 to C" a o n 00 VD 5,- 0 x 0 PCJ ' 171 *0 0 Cr� `" g• 4t Q- a.o C p { tts n •-.+ •-.• ^-' ..., — — -- ) 00 �I 01 C!i O .A W N �•+ 20 ■--■ ■-• ■p 00 �l N : 4. W N . *0 c.n .A W N :--� ,_, p q ti m n r,: p 0 0 0 0 0 0 cn O O� 0 F� o 0 .0 0 0 Ao o o crq ¢ • o a *0 ►11 0 cA o o cA f.j ,,.,1 0• L' o 0 ... ;* C Z1 cp Z"' 1. 4 c e.. o tom" *CI •Pam Z0cn (D - Q om *: ''d " C np7, .°el, cA r d a 0 0 ° a CA r n , 4. < cl CM o ac C 0 r: y cm y 0" 0 b Z 0 aO nn z 5 00 0 0 0 0 = y ao ►� 0 00 « x P Z 5 0 PO n K 0 ii- y C'' Z n to m 'al '71 '-r1 n ~W x �o � W ° � A W 0 C x n ;T ri N C/1 — N - — \O 00 �1 CT vi w N — n cA -1 cn 4 w N — ..r 0 cA rC U1• ?C�C77� t17� -3 X470 O� O o v) to >� .,' o a,CD a� O.' �° d O g ... 0 o V) r" n 7d , -i o Z 0 . • . t* C O rn� y x zv, g 0 CD ?r = 0 PZ c c Cil -t n IC 0 ITI Y C Y n to r N_ -A r LA \ x L 0 . N N La LA CT O J N W W IV n H (1 ^ y w '-- � � - �. ° O C n r 0 O Q b ' 0 o , � L . a 0 a N :— M 0-' • 5 •- t o a .. 0 a a go i 0 0 Cm go CD • co Y `< S RD w• o 5 r '. 8 rii z Z n a w o ° a o r' b 5 5 q CD -� b c o o ` `D 0 p o ..d o4 0 cC < P O p o > a, CD O o ° w 0 o C o w d o b t.•..) n' - vCDi vOi •:1- - v' C n b o o (4 C N ,_-. 0 A) 0 a. O •> 0 �1 N 0 Y w '' D O ( 0 r -. CD co ••-p, Ito Cm -I O , - s ,_,. — 0 0 b " CD ,.t A a• R 0 -.. A CD O .O w crq Z � a. ∎-t �ro A) o o CD go Y 5 O a. a ° N co - fD N co 0 ,•-•. CD s 0 CD A' ° A' 0 `C� o .0 o 0 rri �. 00 co a : Q - M w P. o co o a `� a y �' 0 o - o P , c$ CD < . cip 00 I C ° , w O x 0 D, M cm ° o c A o a cr a• 0 •- 5 < <. F �' o a, w cD 0 a K • N .ate 0 • °" o �-' o � ° k �° o o N o Z C%;" 5 o - 1 .0 o el) a. o o n co co N 0r 0.. C p W C rn • co CD Et "t a o x c 'j o .a 5t a C" ot.�0 � 0 cD a . a 0 d c <, 0 A CD cn 0 a �. ..... • O o N 0" co Job Truss Truss Type — Qty Ply • 370303 T100 SPECIAL 14772477 2 3 - -- Job Reference (optional) Builders FirstSourc e, Jacksonville, Fl 32244 -- - - - - --- -- -- 7.25 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 2 ID: IV VVhszvp_ UCpzN ?9N59f0167fn8az8• • 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 I \\l ll 11111 11 1/ • \3; '.7. k < 1/// oCENs . . . •\ No F9 • • T STATE OF .1 •• P LORIOr - ••• (j�� , \ Jun: 8,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER' REFERENCE PAGE 803 -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 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, qualty control, storage, delivery, erection and bracing, consult ANSI/TPI1 quality Criteria, DSB -89 and BCSI1 Building Component Safely Information available from Truss Plote Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job _. Truss Truss Type Qty Ply 370303 F - KW FLOOR 4 1 4772476 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 -- -- — --- -- -- 7.250 s Nov 19 2010 MTek Industries, Inc. Wed Jun 08 08:48:10 2011 Page 1 ID: eMsvzam_1 bHbcRuzZylpDhz8P48- Ea4ytp1HPartdwoPUgpb8PVm9dg9m2167fn8az80 Scale = 1:15.2 1 3x3 2 3 4 5 6 7 1 T T T l 1 O 4 I .b . r r . I 14 13 12 11 10 9 8 3x3 = i F— -- '1-4 -0 - -- 2 -8-0 — - I 4 -0-0 - 5-4-0 1 6 -8 -0 - - I 8 -0 -0 I 1-4-0 1-4 -0 .__ 1-4 -0 1 -4-0 1-4 -0 1-4-0 LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I/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 Ina 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 Gray All reactions 250 Ib or less at joint(s) 14, 8, 11, 12, 13, 10, 9 \ \ ,, \ `` \ 1 (I Ii S. / I C J 7 y \\ // FOR (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\ -` w S • \ , \� // NOTES (8 -11) \ w,•' • \CEN$ ''. (' // 1) All plates are 1.5x3 MT20 unless otherwise indicated. _� 2) Gable requires continuous bottom chord bearing. * NO79 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. _ - : : CC 5) All bearings are assumed to be SYP No.2 . 7 • 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"..... O STATE OF �� be attached to walls at their outer ends or restrained by other means. N. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular �i •. L ORIO P • Gi b / / v building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ` a 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) /1 / / N AL \ \\\ 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 7 '/ / f f I I I I (% \ \ LOAD CASE(S) Standard Jun: 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ND -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during constriction 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 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 F06 FLOOR 4 1 14772474 Builders FirstSource, Jacksonville, Fl 32244 - -- Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:09 2011 Page 1 ID: A HJn? FEagTz mOWagTkfeGfo5TMbsm9a2wtFAlAHQF1 uuTwDc7z8Of 0 -1-8 F -- 1 F- -1-3 -0 I 1 -1 _ -.-1 0 Stale = 1:18.2 3x4 = 1.5x3 = 3x3 = 1.5x3 H 3x3 = 1.5x3 = 1 3x4 = 2 3 4 3x3 = 5 6 IP T1 340 OA AI IPA 14 1111\ / , I / 1 0 15 Yi 1L o � l ,- Et -- r = ,Nr, 12 11 10 9 g - - 3x4 - 3x3 = 1.5x3 11 3x3 = 3x4 3x3 = 3x3 1'fi -0 f - -- — - -- 6-7-0 -. _.. -- - -- - 1 9-1-0 1 -- 10-7 -0 I -- -- --- c ) 9 j -- -. - _— - -- Y -- - - -- 1 - -- Plate Offsets X,Y : [6:0- 1 -8,Ed e LOADING (psf) SPACING 2 -0-0 CSI DEFL in (lac) 1/deft Ud 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 Incr YES WB 0.27 Horz(TL) 0.01 7 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 (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. \\ \‘)S } � 1 t l I f f \ // / 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, \ \ \ \V J' I \ , 33 33 /0 BOT CHORD 11 05967, 10 11= 0/1191, 9 10= 0/1191, 8 -9 =0/981 \ \ NJ�' , CENS - • .. ', WEBS 6 -8= 0/675, 1 -12= 0/655, 5-8 =- 634/0, 2 -12 =- 635/0, 2 -11 =0/410 NOTES (6 9) NO 34 9 * ' 1) Unbalanced floor live loads have been considered for this design. — -0 : IY 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. ! 0 4 C/ 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 10 walls at their outer ends or restrained by other means. .-• � L GRID P 6) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular / j / \\\ 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) i I A ` 1 \ \ \ 0 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 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design valid for use onty with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during constriction 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/TPII Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. _ _ — Job Truss Truss Type Qty Ply 370303 F04 FLOOR 2 1 i 14772472 Builders FirstSource, Jacksonville, Fl 32244 — -- - - - --- Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:08 2011 Page 1 ID: A HJn? FEagTz8P49- ICyCS7j1tyXxTJnP13eL 4KxULIdhhhkfpAg4hz8 0-1-8 H 1-3-0 1 -9-12 I __ - 0- 8 Stale = 1:34.2 1.5x3 = 1.5x3 = 3x6 I I 3x6 I I 2x6 I I 6x10 == 4x6 H 3x6 I I 2x6 l i 4x6 3x6 11 4x6 11 1 2 3 4 5 23 6 7 8 9 10 fp.;11,,, B f � i .. . _..A '4 " I ' , 41/ \■ArAll _ ,.. __,., . _ ________, ___,__ _ :, _____ ..„, RI 2 22 21 20 19 18 17 16 15 14 13 12 11 3x3 = 3x3 = 1.5x3 I I 4x4 = 3x3 I I 5x7 = 3x5 =- 1.5x3 I I 3x4 " 3x4 =� 4x5 = 3x3 =_ 1 1-6-0 F 6 - 2 - 4 I 7 £i -12 I 10-0-12 H _ 15 -9 -0 I 18 -3-0 I 19 -9-0 1-6-0 4 -8-4 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 -0-0], [10:0- 1- 8,0 -0 -81 [10:0- 3- 0,Edge], [14:0- 1- 8,Edge], [19:0- 1- 8,Edge1 - LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.97 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/TP12002 (Matrix) Weight 130 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.1D end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. I REACTIONS (Ib /size) 22= 186/0 -3 -0, 11= 864/0 -3-0, 18= 1696/0 -3 -8 Max Uplift22 =89(LC 3) N0 011110/ / /, Max Grav22= 325(LC 2), 11= 869(LC 4), 18= 1703(LC 5) \ \\\ ` ` v �+ 7 �// ' FO (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \\ J •'' • ''' - • �i 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, �`CEN$F ' • . � � /� 6-23 =- 2469/0, 6 -7 =- 3004/0, 7 -8 =- 3004/0, 8-9=-2174/0, 9-10= -923/0 + BOT CHORD 20 -21=- 449/390, 19- 20=- 449/390, 18 -19= 984/0, 17 -18 =- 984/0, 16- 17= 0/1861, NO 9 * % 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 ' 4-17= 0/1809, 9- 12=- 1071/0, 5-17=-1691/0, 9- 13= 0/626, 5-16= 0/867, 8 -13 =- 637/0, 6-16=-763/0, 8 -14 =- 6/739, 7- 14=- 309/0 .7- NOTES (9-12) �� STATE OF ,• . �\ 1) Unbalanced floor live loads have been considered for this design. � ■ v. • • F � OR]DP, 0 � 2) All bearings are assumed to be SYP No.2 . i l� • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 Ib uplift at joint 22. / / / Q ` � ��\ 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. // "//I N I A II - , \ 0 \ 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 Ib 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 (Ib) Vert: 23=- 601(F) Juno' 8,2011 a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE SW -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is fa 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 Criteria, DSB -89 and BCSI1 Building Component Safety Information avoilable from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Job Truss Truss Type -- Qty Ply _1._ —1 370303 F01A FLOOR + 14772470 2 1 1 Builders FirstSource, Jacksonville, Fl 32244 — -- - - - -- __. Job Reference Optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:06 2011 Page 2 ID: hzk9YvlkV_1 tN7kaSYjL7GzBP4A- MprR2RinLLGDE0d0AectQlFfoYBLDInRBVhZ ?oz8Of LOAD CASE(S) Standard Except: 1) Floor: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (ptf) 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 wilififi J \C E N S F . � No34 • 70 W ' STATE OF ,� 'i�s F�ORIDP •' 0� \ : L. Junel 8,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE IIII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction k 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 Boynton, FL 33435 I — fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/IPI1 QuaMy Crleda, DS8 -89 and BCSI1 Building Component l Safety information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job — Truss Truss Type Qty Ply ' 370303 F01 FLOOR 20 1 147724691 .. — Job Reference (optional) Builders Firs tSource , Jacksonville, Fl 32244 - - _ -- --- -- — - - -- 7.250 s Nov 19 2010 MiTek Industries, Inc. Wed Jun 08 08:48:06 2011 Page 2 1 ID: DnAmLZk5k MprR ?oz8Of 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 Ox on I11/0 I I ! �� . �\CENgF . F� �� • * 7 7.: 70 W �� STATE OF ..,z-. i":s //, F LORIDP •'' O / N ` \� I ' Junk 8,2011 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MNI -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 Quality Criteria, DSB -89 and 6CSI1 Building Component L Safety Inlormatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. eve BM -1 2 Pcs of 1 3/4" x 16" TimberStrand® LSL Beam (1.55E) TJ -Beam® 6.35 Serial Number. User:2 6/2620094:44:07PM 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 iLevel® 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 iLevel® 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 ®. T:\ENG71\jobs\308\308426\308892\BM-1.sms FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: H bitat Beaches 2 Stry 3 Bd w storage Builder Name: Habitat For Humanity,Jacksonvi Street: ' Z' ? g 1...4.,A) 9 4'.. p Permit Office: A , 4 �P Al r ) c. r c.» City, State, Zip: r ' T «.f T /L PEA-C. rt 32.233 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= ft2 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= ft2 a. U- Factor: Dbl, U =0.47 113.80 ft' SHGC: SHGC =0.41 11. Ducts b. U- Factor: N/A ft' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 243.4 ft' SHGC: 12. Cooling systems c. U- Factor: N/A ft2 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 Ca 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 630.00 ft' p g EF: 0.92 b. Floor over Garage R =19.0 20.00 ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat Total As -Built Modified Loads: 24.35 PASS C Glass /Floor Area: 0.092 ASS Total Baseline Loads: 31.78 I hereby certify that the plans and specifications covered by Review of the plans and ,. . '1;KE Sti , • this calculation are in compliance with the Florida Energy specifications covered by this `'tip "; ti ,a ,Fpm':. Code. f C- °Q[�Il1N� calculation indicates compliance : ' i,,, ''% ' • ° o. PREPARED B with the Florida Energy Code. k : nu „ ••.; • ? . , „ 0 : Before construction is c a : - 23.e7 0 DATE: 1 1 '1140`1 this building will be inspected for 0' ._ ' . S. compliance with Section 553.908 `•� ,, .... T° •` I hereby certify that this building, n designed, is in compliance Florida Statutes. '•, ' .: with the Florida Energy Code. u,-.. Z E -)rte COD 1 - OWNER /AGENT: k4 ��'�Z J - BUILDING OFFICIAL: 77 DATE: - __ 3" 131 /l . _ - DATE: - _ C - ‘,2Z' // 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 # 3 Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: -4-e ec .. 4-- # of Units: 1 Total Stories: 2 PlatBook: ',/h. _ Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: 4/Ze2 P.A.1-.f'a.. --�-, e -.'Q Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: /3 ; ,f z, BP Family Type: Multi- family Whole House Fan: 1-L , 3 j1.-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 Galion 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 lnsulatio 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 Insul. 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 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 J [ Feb ] M X Apr X Ma [[X J X] Jul X Aug X e Sp X O N X Dc e Heat l X an 1 Jan [X Feb b t X ] Mar l Xi Apr EX' Ma [ X1 Jun un t X] Jul [ Xi Aug u f X Sep f X1 Oct ct f X i ov Nov [X Dec Venting X Jan [[[X] Feb X Mar X A r [X Ma [X Jun X Jul [X Aug X Sep X Oct X Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/4/2009 10:57 AM EnergyGauge® / USRRPB v2.8 Page 3 of 4 PROJECT Title: Habitat Beaches 2 Stry 3 Bd Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 2.5 Lot # 3 Owner: Habitat For Humanity,Jackson Conditioned Area: 1242 SubDivision: ,51-e2......,..,- J.- # of Units: 1 Total Stories: 2 PlatBook: 1 14- Builder Name: Habitat For Humanity,Jackson Worst Case: Yes Street: V 2-0 ?�v,,,., J tr c Permit Office: Jacksonville Rotate Angle: 270 County: Duval Jurisdiction: 261300 Cross Ventilation: City, State, Zip: i3 T i e. REAz p Family Type: Multi- family Whole House Fan: YL , 3 ZL33 New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE _INT 2 32 93 75 70 1281 49 Medium FLOORS V # 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 Cavity Sh �/ # Ornt Adjacent To Wall Type R -Value Area R -eValue athing Framing Solar 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 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: . 4 V kA ) 7 iti . S[.. /' Q. PERMIT #: /from.. .,--/ c.. O',ae: , FL, 31 z 3 3 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 4 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. ' I EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 1 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. Recessed Lighting Fixtures N1106.AB.1.2.4 j 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 onperimeter of floor cavity between floors. _ Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 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 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for 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. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.. Home Energy Services 16 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 Company Address: 2080 Davis Rd. Company City: Jacksonville, FI. 32218 Company Phone: 904 757-3569 Company Fax: 904 757-7104 Company E-Mail Address: jimwiiliams@homebuildingstore.com Company Website: homebuildingstore.com Company Comment: ' I 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. al _ t - - Elite Software tDevelopment , Rhvac Residential & Light Commercial HVAC Loads 116 Habitat For Humanity, Beaches 1242 Sf Home Energy Services Jacksonville, FL 32218 - _ P Load Preview Report . Has Net ft. Sen Lat Net Sen His G A Duct Scope AED Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 1.64 755 1242 16,544 3,192 19,736 17,431 352 753 753 System 1 No 1.64 755 1,242 16,544 3,192 19,736 17,431 352 753 753 16 Duct Latent 500 500 Zone 1 1,242 16,544 2,692 19,236 17,431 352 753 753 16 1- Kitchen 108 2,669 319 2,988 1,361 28 121 121 1 -7 2- Dining Room 105 1,986 272 2,258 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-& 2 130 1,805 332 2,137 2,129 43 82 82 1 -5 6-8( 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. Rhvac - Residential 8 Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville FL 32218 Habitat For Humanity, Beaches 1242 Sf _ - -- _ Page 6 Building Pie Chart Floor 21% Infiltration 15% Building Roof 5% Loss 17,431 Ductwork 22% Btuh {4 1 } Wall 22% _ . .._ ., Door 4% Glass 12% Floor 0% Roof 6 % AED Excursion 4% Wall 14% 1 l Infiltration 16% Building Gain .. 19,736 Glass 16% Btuh Ductwork 18% Door 2% People 9 % Equipment 15% ' _ __-- . ., [�� Home Energy Services Light Commercial VAC Loads eyae-S � - 323 111 * ob�mFmHumann�Beochoo1242Gf � . � -�_____-__ «�/ __7__ __�___�_��_�___�� _______� ____� ___� �_ __ _ PaQ�8i /� Rotation ---� �� '��-�___ '�----� Report ' All rotation deoo�ava�es in this respect &o the ~ rasp�n �pr�ec�mohginolohenbotion 8uUdingor��adonao entered �s». degraeorotatio/).�Fnont r faces South orientation. r nd O^ 45° - 90° _ 135° ' ��----2�5� �� ---------- Rm. Room Rot. Rot. RoRot. 270' 315r HkJh No. CFM CFM CFM Rot. Rot. Rot. Rot. Rot. Duc ` � --�� ----�� - ' __��__ � w ��_ CFM _�� CRM __ CFM CF� Size � System ' __ ___ - ___� _ Zone 1: 1 Kitchen 121 *131 131 124 117 124 129 127 1-7 2 Dining Room *90 79 68 74 88 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 Br2 82 95 ~104 93 78 93 102 93 1-6 6 8r3 55 69 *78 69 53 68 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 � WIC *24 24 23 23 23 23 23 23 1-4 10 Master Bedroom 68 91 ~99 81 65 81 98 89 1'6 11 Stairway °Q 9 9 9 9 9 9 9 - 1 * Indicates highest CFM of all rotations E,` �u/m/� �� |Robadon Front door ------- -- Gupp|, --- --- 8mnbky Latent ----- �� - Neg Rec m e � Faces Fano CFM /ono Gain Gain Tons -- —~-~ . O` South 753 ---- - — . . .64 1.89 45 , Southwest °795 °17.479 3.191 °172 °200 90° West 775 17.035 3.191 1.69 1.94 135° Northwest 759 16.672 3.190 1.66 180 180~ North 716 15,745 3 1.58 180 225° Northeast 758 16.870 3190 166 190 270^ East 769 16. 007 3,192 1.67 1 S7 83 315° Southeast 772 16.864 °3.192 1.68 '— 1 * Indicates highest value of all rotations. | � Rhvac Residential 8 Light Commercial HVAC Loads - - Home Energy — — y ervices - -- Elit Soft ware D Inc. Jacksonville, FL 32218 Habitat For Humanity, Beaches 1242 Sf Bu Rotat Report (cont'd) -- Pale Building Rotation Hourly Net Gain 23,000 L .. 22,000 t 1 t ' 21,000 { r ./'' �. /. f _ r C I 20,000' �. _ w / E F s 4. c r 19,000 ~ t, .. .... Ai 18,000 17,000 Sam gam 10 am 11 am 12 pm 1 pm 2 m 3 m 4p m 5 p ~ p P p m 6 m 7 p m Time of Day — . - Front door faces South Front door faces Southw est • s' - Front door faces West < Front door faces Northwest Front door faces North A - Front door faces Northeast Front door faces East — "— Front door faces Southeast 0L- `5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t) ATLANTIC BEACH, FL 32233 Ari t` 1) INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002259 Date 9/26/11 Property Address 420 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 SURVEY 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 DEVELOPMENT PERMIT FOR LOT 3 WILL BE HELD UNTIL REQUESTED DOCUMENTS (SURVEYS, DEEDS) ARE RECEIVED. Full right -of -way restoration, including sod, is P r � equired. PERMIT IS� V gNLC1 �A2/ ANEPWFRI L� t OIPPI'LSWFIFjt H CES A44)-'6E FLORIDA BUILDING CODES. i S ! , " ley s . '� . � CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD 0 ~`' ATLANTIC BEACH, FL 32233 . INSPECTION PHONE LINE 247 -5814 Page 2 Application Number 11- 00002259 Date 9/26/11 Special Notes and Comments and container cannot be placed on City right -of -way. Survey and plans referred to NGVD 1929. In future, use NAVD 1988 for all submittals. (Revision of current plans not required.) 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 OF ATLANTIC BEACH 800 Semin' cite Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 )11 ADDRISS: 1 2 -0 - 04-4-, .. r+,,e) 0 PROJECT VALVE ■......... EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioni* Unit Quantity* 1 Tons Per Unit 9• Heat Unit Quantity _ BTU's Per Unit _ALt____.e3c, . Seer Ratio f• .g____a_______ Duct Systems: Total CFM _________ REQUIRED &PLACIMMT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARri22_7 Air Conditionin g: Unit Quantity Tons Per Unit RfsQ Heat Unit Quantity _—___:::::: BT(Ps Per Unit __-- Duct Sys Tot tem= al CFM REOUIRED RE PREVENTION Fire Spiin' kler System Quantity* . Molnar' es 3 sets of plans) Fire Staudpip e Quantity ---- (Requires 3 sets of plans) Ihidergiuund Fire Main Vahe (Requires 3 sets of pas) Fire HaseCabincts Quantity (Raguire' s 3 as of plans) Commie Hoods QuEmtity (Reguir' es 3 sets of plass) Fire Suppression Systems Quaigiti (Retpdres 3 sets of pima) RE PLACES MISCICUANEOUS Prefiditicated Fireplace Qty Automobile Lifts Gas Piping Outlets Boil= Eievaionasca _ BTU —I ii ---- L OTHER GAS PIPING Heat Forclumger _______ Quantity of Dude's P ulliPs # Veined Wall Furnaces -^saiwastir Condeaiser B1U _____ # Water Heaters Solar Collection Systems _______. Wells MR: t becomes void ifwork does not commence Vieth asks month period or work is suepended or alsodoned ibr denvonha I hereby certifydemI have reed mliestioo' wad losowthe mime to be true aod comect. AR psovisime &hews and essfemoces govenlogthis week will becempfsed withsvhetact specified . The pan* dors not give nethreityto violate the peovisiona ofasy other slate or local karreohnion' caessmcdom was performance ofcanamcno arty Owners Name L , :.8 , 41_...s I oi .4 7 Phone Number ______________ laical Comptmy I I I i Alke, o : a f Office Phorkelvid222/Faikay(ez-c232a 1 kddress: ''. 1 0 t ' : .4 c c"Lailih&jL Stale _a_ OP 32greL rue Holder (Prim* • qie-.--- Shi Certificatio/Registration # rized Signatsire of License solder subsenl , - ' "his . , o 20 Signature of NotanT Pub .N11116M40 .-4.4164 SHIRLEY EGRAHAM --:' /*/ 4t ' la MY COMMISSION # DD 957760 It: 4*"-'1 8ZITZ8N February ' .aa.g 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: GSZ130241B* 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 The information for the model cited on this certificate can be verified at www.ahridirectory.org, u1121 click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on Air-Conditioning, 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 01/02 rS �.Ll f 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: Permit No. ( 1 7c _._.. Service Type (Circle One): Overhead Underground We, the undersigned General Contractor and Electrician, understand and agree: 1. "Early Power" is urely for our construction convenience, it is not required by Codes and does not substitute for .Final Inspections or the C/O (Certificate of Occupancyf Tiat 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 oft) safely. b. Panel 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. c. 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 - — DATE H 12 PRINT NAME ELECTRICIAN pi y % DATE H �. PRINT NAME 7 " • •4 +,:J i ' 800 Seminole Road, Atlantic Beach FL 32233 Phone: (904)247 -5826 Fax: (904)247 -5845 ht.tp: / /www.coab.us revised 01 30 09