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Permit Plans 96 98 W 3rd St 2012 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 . . . . . 5/17/12 Parcel Number 170833 -1000- - Property Address . . 98 W 3RD ST 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- 00002603 000 000 Description of Work . . SINGLE FAMILY ATTACHED DWELLING Construction type . . . TYPE 5 -B Occupancy type . . . RESIDENTIAL Flood Zone ZONE X Special conditions . 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS Approved Building 0 f ial VOID UNLESS SIGNED BY BUILDING OFFICIAL D m -D- co D Co a c lmvsl ' <g v m r- 0.3 �° (' i A R C , = 0 0 v_' �1 2 j m 0 'r i C 5.1 mmr >o Z, 11'"j ItE -1 c mmmDG' c O mm - f t * c Z x ! r 0) o a o Z Q w r L �9L£-SLS (008) - Q O :o y. 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W•. ,,,,,o, NOI1N3A3tld lS3d m ° d-.. co —I —I cn c p m �c m d.a m 0v c m p �•� c ! 41 X O N CO m n fD MEDI a.. C r i O co -+ —4 m O ? V O N 7 D o scr Q Z m z 0 oo O O O C '000'0 m m 0 000 o White, Debbie From: Clemons, Malcolm Sent: Tuesday, May 15, 2012 2:53 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST Backflow Inspection OK Malcolm From: White, Debbie Sent: Tuesday, May 15, 2012 8:19 AM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika; Griffin, Michael Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST To All: Beaches Habitat has requested their Certificate of Occupancy on the two addresses below: 96 W 3 Street #11-2602 98 W 3 Street #11-2603 Please email me your results. Thanks, Debbie Debbie White City of Atlantic Beach Building Department (904) 247-5826 (904) 247-5845 FAX 1 White, Debbie From: Nodine, Phil Sent: Wednesday, May 16, 2012 2:44 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST Good to go for PW From: White, Debbie Sent: Tuesday, May 15, 2012 8:19 AM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika; Griffin, Michael Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST To All: Beaches Habitat has requested their Certificate of Occupancy on the two addresses below: 96 W 3 rd Street #11 -2602 98 W 3 rd Street #11 -2603 Please email me your results. Thanks, Debbie Debbie White City of Atlantic Beach Building Department (904) 247 -5826 (904) 247 -5845 FAX 1 Doc # 2012102625, OR BK 15940 Page 536, Number Pages: 2, Recorded 05/10/2012 at 09:00 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 This instrument was prepared by: HAYWOOD M. BALL, ESQUIRE HAYWOOD M. BALL, P.A. 341 West Forsyth Street Jacksonville, Florida 32202 (904) 354 -2232 R. E. Tax I.D. No.: 170833 -0000 MAINTENANCE AGREEMENT This Agreement made and executed this 9 day of May, 2012 by and between BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation (the "Grantor "), whose mailing address is 1671 Francis Avenue, Atlantic Beach, Florida 32233 (hereinafter called "Grantor "), for the benefit of CITY OF ATLANTIC BEACH, a Florida municipal corporation, whose address is 800 Seminole Road, Atlantic Beach, Florida 32233 (hereinafter called the "City"). WITNESSETH: WHEREAS, Grantor is the owner of the real property located at 96 and 98 W. 3 Street, in Atlantic Beach, Duval County, Florida, described as follows (the "Property"): Lot 6, Block 80, SECTION "H ", ATLANTIC BEACH, according to plat thereof recorded in Plat Book 18, Page 34, of the public records ofDuval County, Florida: together with that portion of the Southeasterly % of Orchid Street, lying Northwesterly and adjacent thereto, closed by Ordinance No. 65 -88 -17 City of Atlantic Beach, Florida. AND WHEREAS, the City has required an Agreement providing for the maintenance and upkeep of the Stormwater Retention Area located on the Property. NOW THEREFORE, in consideration of Ten and No /100 Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the Grantor hereby agrees as follows: 1. The Grantor, its successors and assigns, shall be responsible for the maintenance, operation, repair and upkeep of the Retention Basin located on the Property as required by the City. 2. This Agreement shall run with the title to the Property, and the grantee of any deed conveying any lot on the Property is deemed by the acceptance of such deed to have agreed to comply with and be bound by this Agreement. 3. The rights and benefits hereunder shall inure to and the duties and responsibilities hereunder shall be binding upon the successors and assigns of the parties hereto. OR BK 15940 PAGE 537 IN WITNESS WHEREOF, Grantor has executed this instrument as of the day and year first above written. Signed and delivered in the BEACHES HABITAT FOR HUMANITY, Presence of: INC., a not for profit Florida corporation 1 r' J , � Wi " r A YWOO M. BALL Vice President— Real Estate r [ '\q li Qi , M rayt xi, ' ' nt name below signature ,,, 7:1' } ;. ; I . ,r3' Wi .j b�� i1_ I d ,, ' : A D Ida - r (1. ess +4 ";' ;;' F ii k , �� Print name below signature a „, i STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this day of May, 2012, by HAYWOOD M. BALL, as Vice President -Real Estate of BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation, on behalf of the corporation, the Grantor named therein, who [X] is personally known to me or [ ] has produ' • . 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HH m m m CD mm •• P O X H- N NW MN N 0 t o m M N n 0 H• '1 m N 0 m art M 0 a a o m 00'O m o 01 m 0 W "- 0 - H 0 t7 r b1 (.1 10 r co 0' 0 0 r w a \ H . \ MN) Doc # 2012102625, OR BK 15940 Page 536, Number Pages: 2, Recorded 05/10/2012 at 09:00 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 This instrument was prepared by: HAYWOOD M. BALL, ESQUIRE HAYWOOD M. BALL, P.A. 341 West Forsyth Street Jacksonville, Florida 32202 (904) 354 -2232 R. E. Tax I.D. No.: 170833 -0000 MAINTENANCE AGREEMENT This Agreement made and executed this Q 1�' 7 day of May, 2012 by and between BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation (the "Grantor "), whose mailing address is 1671 Francis Avenue, Atlantic Beach, Florida 32233 (hereinafter called "Grantor "), for the benefit of CITY OF ATLANTIC BEACH, a Florida municipal corporation, whose address is 800 Seminole Road, Atlantic Beach, Florida 32233 (hereinafter called the "City"). WITNESSETH: WHEREAS, Grantor is the owner of the real property located at 96 and 98 W. 3 Street, in Atlantic Beach, Duval County, Florida, described as follows (the "Property"): Lot 6, Block 80, SECTION "H"; ATLANTIC BEACH, according to plat thereof recorded in Plat Book 18, Page 34, of the public records of Duval County, Florida: together with that portion of the Southeasterly '/s of Orchid Street, lying Northwesterly and adjacent thereto, closed by Ordinance No. 65 -88 -17 City of Atlantic Beach, Florida. AND WHEREAS, the City has required an Agreement providing for the maintenance and upkeep of the Stormwater Retention Area located on the Property. NOW THEREFORE, in consideration of Ten and No /100 Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the Grantor hereby agrees as follows: 1. The Grantor, its successors and assigns, shall be responsible for the maintenance, operation, repair and upkeep of the Retention Basin located on the Property as required by the City. 2. This Agreement shall run with the title to the Property, and the grantee of any deed conveying any lot on the Property is deemed by the acceptance of such deed to have agreed to comply with and be bound by this Agreement. 3. The rights and benefits hereunder shall inure to and the duties and responsibilities hereunder shall be binding upon the successors and assigns of the parties hereto. OR BK 15940 PAGE 537 IN WITNESS WHEREOF, Grantor has executed this instrument as of the day and year first above written. Signed and delivered in the BEACHES HABITAT FOR HUMANITY, Presence of: INC., a not for profit Florida corporation A • . .— .....,_ ill IL ..', , Wi "'' , A YWOO M. BALL Vice President– Real Estate [.3D. ki C1)-- C IfU'Zi „; 4,, ' 'nt name below signature -, ` r � `" „, fr ,. I V , 40 ii ess 1;* , St ;:f orA ;;Jr.72,.. - , ' : : �, i `' x Print name below signature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this day of May, 2012, by HAYWOOD M. BALL, as Vice President -Real Estate of BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation, on behalf of the corporation, the Grantor named therein, who [X] is personally known to me or [ ] has produ. Florida drivers c as iden 'fication heck one]. II � 11 41 A. •� , �.I Lam:_. i L • ,R►r<t aE-CRUZ N Publ MY COMMISSION * EE a 16R O7 f Flo Ilk k o a at Large ._ t ie, „,, EXPIRES: November z oi4 '1' Bonded Tin [. 1!1.I.Qr ..... 4 Print name below signature [Affix Notary Stamp] My Commission Expires: My Commission No.: Y. \HMB \Closings and Real Estate \4260 Habitot1002 Miscellaneous \Maintenance Agreements \Maintenance Agreement - Lot 6 Block 80, Section H.doc 2 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: A---62 , Permit #: / i� 6-3 Property Address: U c� 3� �� 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. `AAA Public Works 51/s-- t5 14 I L t7 43 Public Utilities .57/3 C SJ / / / < i - c Building Planning L� Tree Mitigation Satisfied Final Survey with FFE Yes No All Re- Inspect Fees Paid Y No Termite Treatment / Yes No J,, wi ) e, iliPet t, CITY OF ATLANTIC BEACH 1-4 v 800 SEMINOLE ROAD :r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 ''' .4 .01119 Application Number 11- 00002603 Date 3/09/12 Property Address 98 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT 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 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/05/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE MECH DCA SURCHARGE 4.00 STATE MECH DBPR SURCHARGE 4.00 PERMIT & IN ACCORDA ff CITY OF A'?IA TIC BEACI-I"OKU AVE AND THE I LORIDA BUILDING CODES. � �' , CITY OF ATLANTIC BEACH A� - 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 J134> Page 2 Application Number 11- 00002603 Date 3/09/12 Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 8.00 8.00 .00 .00 Grand Total 103.00 103.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: ` ' hicrr 3 - J fy f' PERMIT # PROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity v Tons Per Unit 2 Heat: Unit Quantity BTU's Per Unit Seer Rating ' `r. Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI # Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators /Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereb■ ecrti■ that I ha' 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 / Aft Phone Number Mechanical Company "AMA J s.;.'c_ O ffice Phone �t�`1'�23 , �i� ' `1` i cir - Co. Address: (SZ cNt -Ai ki It od' City R vi .-ic)All State _f Zip ?«- License Holder (Print): :if; S-€ 4Av4W, \C, State C- 'fication/Regis ration # Fi t t' ( `IL 3 1 w A i r Notarized Signature of License Holder A �_ i - ' w orn and subscribed befog- � - t .: p day ' .-�,/? -- 20 1 1 - �pppH AMANDA WHITE • COMMISSION N EE 057 34 9 •-� ., : ME 21,201 rs 5 , _nature of Notary Publi 11 - w litErAcP --...--:::0: Bon dedTht>t Notary publ Undeiw__ y �- F / Z 3 , a 7 q 3 04/25/2012 15:41 904 - 2490703 BROOKS AND LIMBUAGH PAGE 01/02 e ‘„,,, ;`, EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH ` r + Electric power is requested now under the conditions and terms of this fully executed Agreement & Release Job Address: 4111k6 ,,: 3A 9 S f .Y Permit No. I 1 Service Type (Circle One): Overhe Underground" We, the undersigned. General Contractor and Electrician, understand and agree: 1. "Early Power" is purely for our construction convenience, it is n t required by Codes,. does not substitute for Final1nspect1ous or the CIO (Certificate of Occupancy at must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a formal CIO constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice, 4, "Early Power" release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed (or blanked off) safely. b. Panel is complete with breakers and cover, and (Iabeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is ermanentl. marked with address. f. Temporary address numbers displayed (Permanent numbers are required. for CIO). 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 X / ' ! v/ O DATE / / � PRINT NAME A. "IL - r DATE � Ic2 5 1 1 ELECTRICIAN ) C . PRINT NAME )( i,� ,� I it I 800 Seminole Road, Atlantic Reach FL 32233 Phone: (904)247 -5826 Fax: (904)247 -5845 httg: / /www.coab.Us revised 01 30 09 °s CITY OF ATLANTIC BEACH .....,) �r „ Sit ii ;+ 800 SEMINOLE ROAD Will` - -' -r ATLANTIC BEACH, FL 32233 J f INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002603 Date 9/20/11 Property Address 98 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT 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 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY ATTACHED Additional desc . Permit Fee . . 400.00 Plan Check Fee . . 200.00 Issue Date . . . Valuation . . . . 80000 Expiration Date . 3/18/12 Special Notes and Comments 1 Iii *2007 FLORIDA BUILDING CODE W/2009 REVISIONS V �� NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED (7 9 /U--) *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE DCA SURCHARGE 6.00 DEV REVIEW- SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE DBPR SURCHARGE �� �,(� ,X�5� PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITNEWLWi Airag B A I E`TAYES THE Fi&R519A 0 0 BUILDING CODES. 0 , A , \ ' f CITY OF ATLANTIC BEACH r ,,, ,, 1 800 SEMINOLE ROAD j ,, ATLANTIC BEACH, FL 32233 F INSPECTION PHONE LINE 247 -5814 Page 2 Application Number 11- 00002603 Date 9/20/11 Other Fees UTIL REV RESIDENTIAL BLDG 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 400.00 400.00 .00 .00 Plan Check Total 200.00 200.00 .00 .00 Other Fee Total 5637.00 5637.00 .00 .00 Grand Total 6237.00 6237.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 rob Address: * g Sh'. Li-- 1 Permit Number: 11' P6 D 5 ,egal Description j, 7 6 �__N.. 14 - Parcel # Floor Area of Sq.Ft. Sq.Ft Taluation of Work $ 80) a 03, < Proposed Work heated /cooled z507 non heated /cooled 9,p lass of Work (circle one): firl, Addition Alteration Repair Move Demolition pool/spa window /door Tse of existing /proposed structure(s) (circle one): Commercial clre f an existing structure, is a fire sprinkler system installed? (Circle one): Y es o N /A lorida Product Approval # 'or multiple products use product approval form )escribe in detail the type of work to be performed: i•n s I/ r� ^ a 0 ( `G1 i Se- M 'roperty Owner Information: ) fame: - 1-Fe -, - dz (L F ^- 1 Address: f ?( Fl ��c: 41)c ity State rG�' 3'x23 II' Phone '/` Ij Z — ) 2 -Z,T -Mail or Fax # (Optional) 9 < ", z l - " . 3p ontractor Information: 4AI/it...I � ompany Name:We a..,, 4A rI `a (.� Qualifyin Agent ddress: ilo7 ) J C . C Ci A l - f ��^c � tY Stato L Zip 32.-7._37 f ice Phone j ?ft) --/ zit- Z - Job Site/ Contact Number q --, '1 S/ 2, Fax # - r - Late Certification/Registration # l( z- . A- • Jr lv rchitect Name & Phone # .R.-:,:) cot e.e-- . A,:4,...42. Le_ - / 75 - 00 L c agineer's Name & Phone # Simple Title Holder Name and Address onding Company Name and Address R ' 1 >, 111 1111 1411 11I [ortgage Lender Name and Address at ! 1.1 11'J'J — - Tlication is hereby made to obtain a permit to do the work and installations as indicated. I certify t11 nil eirt'brftt li i'{d t 3'rlt nced prior to the nuance 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, urnaces, Boilers, Heaters, inks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH N YOUR LENDER OR A ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 'ereby certffy 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 ze of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the avisions of any other federal, state, or local law regulating construction or the performance of construction. gnature of Owner /-,02-t/ • Signature of Con ctor 4 int Name ( Rit 14 1 •-, S Print Name 6(.14 1 vorAtio and subscribed before me / SwornIp and subscribed before me is Day of 20 1 I this q D o f "" .1 0, a - , 20) ) sin illtb is Gr..� 1. . 1. �� " "', lic �' JOYCE M FREEMAN I �„ _ II :,, .•`a JOYCE M. FREEMAN 1 - � � •? Notary Public - State of Florida I � • Public = 1 . 1 � My Comm. Expires Jun 10, 2013 ► ary '� : Notary Public - State of Florida ',; � A s. .i i My Comm. Expires Jun 10, 2013 I o sts Commission # DD 897794 41 7- cr'P;�' Regii O 4E0097794 DO NOT WRITE BELOW - OFFICE TISE ONLY pplicable Codes: 2007 Florida Building Code w/ 2009 Revisions eview Result (circle one): pproved Disapproved Approved w/ Conditions eview Initials/Date: :evclopment Size [abitable Space Non-Habitable • Impervious area ; aaon/D CACDBPR$. cellaneous Tnformation )ccupancy Group R -es rA. ype of Construction V '1,3 • Number of Stories �onin District p G- —1. yiax. Occupancy Load ire Sprinklers Required 4/0 Flood Zone _ Conditions /Comments: i yr,, City of Atlantic Beach / "7 / 7 APPLICATION NUMBER o Building Department G-- 6 /( �-- - (To be assigned by the Building Department.) & .; 800 Seminole Road G // �� j� n Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 9/9/1 � t t; 9 %' E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM 9 a) d i i Property Address: ( D- • - • , ent review required Yes No Bu* .• - , .. Applicant: C'h�s // .) 1 717— 4 Pa nnin g & Z g T ree Administrator Project: /k- j /�. 77�i /t 477;10, Ai A Public Wo / bu bblic Utilitie Public Safety Fire Services Reiiiw f Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: a Date: ' / y'- /( TREE ADMIN. Second Review: DApproved as revised. ❑Denied. PUBLIC W • ' - Comments: PUBLIC UTILITI - PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 � ' "ti ce f CITY OF ATLANTIC BEACH PUBLIC UTILITIES Air 12110 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 2475874 NEW WATER/SEWER TAP REQUEST Date: 9 / Project Address: 9' GJ 3i?+d 7 No. of Units: / Commercial Residential Maid- Family - New Water Tap(s) & Meter(s) Meter Size(s) 3 i¢ ' New Irrigation Meter Upgrade Existing Meter From to (size) New Connection to City Sewer t Name: Applicant Address: City: _ State; Zip: Phone Number: Cell Number: Email Address _ Fax: - - -- Signature: (alt) CITY STAFF USE ONLY Application# 1 / - 2 C� 3 Water S} s zin De clopment Charge / `LD, 0L Sewer System Development Charge $4-- 050, a� Water Meter Otly $ Water Meter Tap $ / g6, 60 Sewer Tap $_ { Cross Connection $ lb, op Other 1 TOTAL $_ 6;7 . CO / � 1 I (nem) APPROVED: 4k i v - - -- - �►- i■ //� / (Utiliiy Director Apik e) ALL TAP REOUEST MUST RE APPROVED BY MIMS DEPARTMENT BEFORE FEES CAN BE ASSESSED f!.i�1Pr: City of Atlantic Beach APPLICATION NUMBER r t Building Department 6 (To be assigned by the Building Department.) r 800 Seminole Road �r j 'tit �r Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 44/11 "t:7li!ty r E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9S D : • ent review required Yes No l Bu' •..:: Applicant: J aOh S Dt ‘ T'�-7J L. Plannin• & Z.' g ree Administrator Project: i / 1olA ' /t/ A t Pu • _ A • / 4' u • lic Utilities Public Safety Fire Services � R Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. EDenied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 r �. r r dept @coab.us City of Atlantic Beach APPLICATION NUMBER � Building Department 2._ L "� (To be assigned by the Building Department.) 800 SE -mail: eminbuilding - ole Road j/ _ � Atlantic Beach, Florida 32233 -5445 / ci s ' Phone (904) 247 -5826 • Fax (904) 247 -5845 AO j Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9(9 /6 f i S D- f - • ent review required Yes No Bu • • 6 Applicant: ' � S /Ja , ✓ 7-- I anninI& Zen rl9 1/ ,1 / re 'nistrator Project: � ---7 / ) I j/' M?/ � y . � / 7�/ /(' J 4 (-P ubi•�c Flo J Tb L lic Utilities) Public Safety Fire Services k." lt' 64 k : . o-, r srk . , , ..d xASKSItit* `l Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: a , pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONI Reviewed by: aa-1-4-44.16. " TREE ADMIN. Second Review: ❑Approved as revised. EDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rf' -'t1:r y City of Atlantic Beach APPLICATION NUMBER :6 Building Department C - (To be assigned by the Building Department) .y 800 Seminole Road t) . = u / Atlantic Beach, Florida 32233 -5445 // - Phone (904) 247 -5826 • Fax (904) 247 -5845 0/// -' pss 9'i. E -mail: building- dept @coab.us Date routed: City web-site: p http://www.coab.us APPLICATION REVIEW AND TRACKING FORM , Property Address: .erd / Tr D- a - ent review required Yes No , 6; Pla nnin & Applicant: � �'/ s /7/aei"-. ) � 7� _ �-- g Tree 'nistrator Project: j 7/c% : 7� � i / /ll ( ! hf A ,lic Utilities.) Public Safety Fire Services Review fee .: & 1)6084gn #ire` ; f , ,, Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [Denied. (Circle one.) Comments: A BUILDING PLANNING & ZONING — by: — Date: s //r) // TREE ADMIN. Second Review: rifApproved as revised. ❑Denied. PUBLIC WORKS Comments: ik PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ''.• Date: 0 //J FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 td n1�.oa b d '-. -- O 00 J a\ CI' 4. w N �•- CN J w N— ril • p . C o a • 2 N C 4b� rI F 0- .d bC cn d 0 1 a., o- 0 �O O0 ¢ p - ' 0 o a 5. p oo w n co a t5 0 4 a 4 cA 0,:z n ac, A., „, 7 1 b o , o t . � v' a 0 Cfg . 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CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Flab Bchs 1 Story 5 Bedroom Attached Builder Name: Habitat For Humanity Beaches Street: Q S> 3)-02 5'6% u) A Permit Office: Duval City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: Owner: Habitat For Humanity Beaches Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(1376.0 sqft.) Insulation Area 2. Single family or muttiple family Multi- famity a. Frame - Wood, Exterior R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 5 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types (1509.0 sgft.) Insulation Area 6. Conditioned floor area (ft') 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft' 7. Windows(140.7 sgft.) Description Area c. N/A R= ft' a. U- Factor: DbI, U =0.35 140.70 ft' SHGC: SHGC =0.33 11. Ducts b. U-Factor N/A ft' a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft' SHGC: 12. Cooling systems c. U- Factor: N/A ft' a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U- Factor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U- Factor: N/A ft' HSPF: 8 SHGC: 14. Hot water systems 8. Floor Types (1509.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft EF: 0.92 D. N/A R= fP b. Conservation features c. N/A R= ft' None 15. Credit None t Glass /Floor Area: 0.093 Total As -Built Modified Loads: 28.51 PASS Total Baseline Loads: 35.20 I hereby certify that the plans and specifications covered by Review of the plans and :O , THE S7 , ,, this calculation are in compliance with the Florida Energy specifications covered by this /11,.. I. , = ; p4 Code. -, l calculation indicates compliance ; `� ' ,, 't:. .0... t 1. t t' -- - with the Florida Energy Code. : / 4 .. :_.� v. �,,, PREPARED BY: _ �`' Before construction is completed �_ .. '. DATE: - __ _ this building will be inspected for ; 0 __, c, y compliance with Section 553.908 z t • = -'',y, , I hereby certify that this building, as signed is in compliance Florida Statutes. t ... --' A with the Honda Energy Code. i �,( ' ' . COD N'E'B :.. ` • OWNER/AGE NT: --� ; -- - - -__ - BUILDING OFFICIAL: - -- - -- DATE: -- ( 4 - - - DATE: -- $7 -- // R M+N1.�a:�td- • ^,,,�-.°k i�aosa�nrrr..nwiNy`vr(1 f ILECOPS 9/9/2011 1:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 DOORS .------------------J # Ornt Door Type Storms U -Value Area 1 E Wood Metal 0.36 20.09999 2 N Wood None 0.460000 19.75 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Wood Low -E Double Yes 0.35 0.33 N 30 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 3 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 4 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 5 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 6 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 7 E Wood Low -E Double Yes 0.35 0.33 N 15.29999 1 ft 0 in 1 ft 0 in HERS 2006 None 8 S Wood Low -E Double Yes 0.35 0.33 N 20.39999 4 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING - - -- Forced Ventilation - - -- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1425 7.08 78.2 147.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu /hr 900 cfm 0.75 sys #1 HEATING SYSTEM 4.................______________________J - / # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 . , 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Deta ADDRESS: l' 3e--A 54,, (1 < s ,- PERMIT #: Atlantic Beach, FL, 32233 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST t COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 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 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 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 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 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or dearly 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. 9/9/2011 1:19 PM EnergyGauge© USA - FlaRes2008 Page 5 of 5 `�`P R O EII! R.G RMANCE LEVEL (EP L) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. , Atlantic Beach, FL, 32233- 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 =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U- Factor: Dbl, U =0.35 140 70 ft SHGC: SHGC =0.33 11. Ducts b U- Factor: N/A ft' a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft' SHGC: 12. Cooling systems c U- Factor: N/A ft' a. Central Unit Cap: 30.0 kBtu /hr SHGC: SEER: 14 d. U Factor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 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 1509.00 ft EF: 0.92 b N/A R= ft2 b. Conservation features c N/A R= ft' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building ••"WEST Construction through the above energy saving features which will be installed (or exceeded) : �•��0 ..... - - - =- yT�. °•• in this home before final inspection. Otherwise, a new EPL Display Card will be completed : ° t.` ' c, t based on installed Code compliant features. ,,,t„ 4 ':r,a,, 0 s- Sf Builder Signature: Date: - f- - -C -- f/ °` • ,, • Address of New Home: ? .f �_ s� City /FL Zip: /9rf/ t j F L :� .. � r •.4S .3-2.---E-32 Cp •v *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 1 Story, 5 Bedroom Attached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 ' :i . ::::: ; ' „r . 14 : i ,:!: t I , I . ; ), - JC'9 e* ! : 4' - i .4 {-- HVAC RESIDENTIAL Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Friday, September 09, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. .. - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. nome Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 J Pale 3 Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 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 70 CFM 70 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,062 Cu.ft. X 12,062 Cu.ft. 4,222 Cu.ft. /hr 4,222 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 70 CFM 70 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 (70 CFM) Summer Infiltration Specified: 0.350 AC /hr (70 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage _ Insulation _ Area _ MDD 1 Supply Main Attic 16B 0.12 6 402 No 1 Return Main Attic 16B 0.24 6 149 No C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family Eill - -- -- _ ___ -- - - -- _ - - - -- -- _ Page 5_ Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A -6 -o: Glazing - Double pane low -e (e = 0.20 or less), 140.7 1,857 0 3,351 3,351 high performance, operable window, e =0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 111: Door -Wood - Panel With Metal Storm 40.2 578 0 434 434 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 723.1 2,805 0 1,970 1,970 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 1196.8 1,532 0 2,068 2,068 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 114 6,193 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 12,965 0 7,823 7,823 People: 5 1,000 1,150 2,150 Equipment: 0 4,700 4,700 Lighting: 0 0 0 Ductwork: 6,014 1,291 6,335 7,626 Infiltration: Winter CFM: 70, Summer CFM: 70 3,091 2,297 1,470 3,767 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,070 4,588 21,478 26,066 Check Figures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 % Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \HabBchs_1story5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services _ - 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 page 7 System 1 Room Load Summary -- Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1-- Living 248 4,054 82 2 -7 470 5,519 1,186 251 251 2 Kitchen 99 0 0 1 -6 601 2,596 200 118 118 3 Bath 1 69 0 0 0 -0 0 0 0 0 0 4 Laundry 77 0 0 0 -0 0 0 0 0 0 5 Bath 2 66 0 0 0 -0 0 0 0 0 0 6 Owner's Bedroom 165 2,187 44 1 -5 485 1,452 224 66 66 7 Storage 21 946 19 1 -4 249 478 81 22 22 8 Hall 160 900 18 0 -0 0 589 81 27 27 9 Bedroom 2 138 4,154 84 1 -6 454 1,957 488 89 89 10 Bedroom 3 115 1,788 36 1 -5 563 1,688 183 77 77 11 Bedroom 4 109 1,894 38 1 -5 567 1,699 193 77 77 12 Bedroom 5 138 2,294 46 1 -5 631 1,892 244 86 86 13 Dining 104 3,853 78 1 -8 470 3,608 417 164 164 Duct Latent 1,291 System 1 total 1,509 22,070 446 21,478 4,588 977 977 System 1 Main Trunk Size: 18 in. Velocity: 553 ft. /min Loss per 100 ft.: 0.044 in.wg Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.17 82% / 18% 21,478 4,588 26,066 Actual: 2.37 75% / 25% 21,300 7,100 28,400 _ypment Data - Heating System - - -___- ______ -- - - - - -- Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSZ130301A* GSZ130301A* Indoor Model: ASPF183016E* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: Capacity: 47 °F: 26,400 / 17 °F: 16,000 Btuh 28,400 Btuh Sensible Capacity: n/a 21,300 Btuh Latent Capacity: n/a 7,100 Btuh AHRI Reference No.: n/a 4248571 C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM residential & Light Commercial HVAC Loads Elite Software Development, Inc. . , ume Energy Services { 1 Story, 5 Bedroom Attached Single Family Jacksonville FL 32218 Page 9 Building Rotation Report (cont'd) Building Rotation Tonnage 2.31 - 2,30 - 2.29 2.28 • 2.27 - 2.26 - in 2.25 - c 0 2.24 - 0 0 U 2.23 2.22 2.21 - 2.20 2.19 .. -� 2.18' - 2.17 - West Northwest North Northeast East Southeast South Southwest Direction Front door Faces --� Building Net Tonnage C:1 ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Julius Lee RE: 384899 - 1109 Coastal Bay Blvd. Boynton Beach, Eta35 0 Site Information: v Project Customer: BEACHES HABITAT Project Name: 384899 Model: 1 STORY 5 BED w Q e; C 0 1-; 3 m a E Lot/Block: Subdivision: . e w W c A, Address: 96 -98 W 3RD STREET a cn City: DUVAL State: Florida c ` i c v .4 a .r o a I- a, , cr E Name Address and License # of Structural Engineer of Record, If there is one, for the u il ' d 3 Name: Paine, Lawrence A., PE License #: 21475 co 0, C o n Address: 3 19 Oglethorpe Blvd. L a City: St. Augustine f -0 - r m Y 9 State: Florida a: E '- 6 0 3 C C . . , c n General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawir sliciiYSppmal v- Loading Conditions): i .: y , N Design Code: FBC Design Program: MiTek 20/20 7.3 Z 1 E f y c z W ind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf a , t §: Roof Load: 32.0 psf ''; f W 0 L3 i t) 6 > This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawira . t c t r i 2 i With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer an , islilex 81 e t c a W conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rule -0 r, d This document processed per section 16G15- 23.003 of the Florida Board of Professionals lets °' , L , c In the event of changes from Builder or E.O.R. additional coversheets and drawin mik & any a this coversheet. The latest approval dates supersede and replace the previous dr ins 7,.., v E F a No Seal# Truss Name Date _ T • , v 2 > y 1 14896242 CJO1 8/23/011 Q v c t 4 O < a I-- :a L W N 2 114896243 1 CJO2 18/23/01 2 _ : o t c [s. 3 14896244 CJ03 8/23/011 ,' ° ° ° 0.- .3 4 114896245 1 CJ04 ! 8/23/011 ~ U L a iu E i/ 5 114896246 1 EJ01 18/23/011 6 114896247 EJ02 1 .. 7 114896248 EJ03 18/23/011! 8 114896249 EJ04 8/23/011 """"""'"�'"�"' " o , L9 114896250 HJO1 8/23/011 10 114896251 HJ02 18/23/011 11 114896252 T01 G 8/23/011 ! F I L E C 0 P 12 114896253 T02 1 8/23/011 The truss drawing(s) referenced above have been prepared by MiTek � 0 \ x,11 1 111 ii / Industries, Inc. under my direct supervision based on the parameters . �`� - .. K ,� /, provided by Builders FirstSource (Jax). .. ` ] J • .• EN& . .. 0 Truss Design Engineer's Name: Julius Lee = * ' No 869 ' * — My license renewal date for the state of Florida is February 28, 2013. _ NOTE: The seal on these drawings indicate acceptance of ; i j professional engineering responsibility solely for the truss STATE OF components shown. The suitability and use of this component •• oR�oP.•'' (j�: • for any particular building is the responsibility of the building / /; � `' designer, per ANSI /TPI -1 Chapter 2. 1 /0/ i i i i %'A 23,2011 1 of 1 Julius Lee Truss Truss Type Qty Ply 14896243 ..a9 CJO2 JACK 8 1 Job Reference (optional) Builders FirstSource, Jacksonville, F132244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:05 2011 Page 1 ID: hkKOfelE4ug6U3OSy4LGZtz6PBv- 2lgpng5M4ifE6FVsBiDmn54gW VgjR 1 kk412QiAyl ? ?rr I -1-4-5 I 3 -n-0 I 1-4-0 3 -0 -0 Scale = 1:9.5 3 4.00 112 i r4 2 61 . 1 i 2x4 = 4 ri LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 11 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3 =53 /Mechanical, 2= 194/0.3 -8, 4= 14/Mechanical Max Horz 2= 111(LC 4) \\ \, 1t 1 1110, o { � / // // Max Grrav3 =53(LC 1), 2= 194(LC 1), 4 (L 4) C 2) \<"\\\ S ? • .. , 0, ■ ■ ICENS FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. F -- NOTES (8 -11) — Q 34869 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable era ( - P • zone and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber — • , DOL =1.60 plate grip DOL =1.60 0 / I _ 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` • 4 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will '•, STATE OF fit between the bottom chord and any other members. • •,-C ORIOP" \ 4) All bearings are assumed to be SYP No.2 . O r, ` 5) Refer to girder(s) for truss to truss connections. /� / i G� \� 6) and Ib uplift at allint 4 nection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 3, 291 Ib uplift at joint 2 / / 1 N A\- I \ \ \\ j1111 44 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE P.4GE 1HI -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 1 109 Coastal Boy 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 BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply „ 1 d9 CJO4 JACK 6 4896245 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:05 2011 Page 1 ID: hkKO f elE 4 ug 6 U 30 Sy 4 LGZtzBPBv- 2lgpng5M4itE6FVsBiDmn54eGVp9R 1 kk412QiAyl??m I -1-4 -n I 5-0-0 1 -4-0 5-0-0 I Scale = 1:12.8 3 ' !, 4.00 Fir 2 1 B1 2x4 = 1 11111"41 1 4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007TTPI2002 (Matrix) Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3= 116 /Mechanical, 2= 249/0 -3 -8, 4 =24 /Mechanical Max Horz 2= 157(LC 4) \ ‘ Oil 1110 T / M ax Uplrft3=- 142(LC 4), 2=- 269(LC 4) k\ O /, / Max Grav3= 116(LC 1), 2= 249(LC 1), 4 =72(LC 2) \\��\ S ` � • ! \ • / / / / /i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ' oCENSF ' •. � NOTES (8 -11) o 34869 • 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable eat n zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — 0 : I 1 a 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. •',1/ i / _ 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will — 0 ( • �/ fit between the bottom chord and any other members. .(\ STATE OF �. \ 4) All bearings are assumed to be SYP No.2 . 5) Refer to girder(s) for truss to truss connections. �s • •, F _ L ORID r • • ' 0 � 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 3 =14 /// S ` �� 2 =269. � 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / / // ON \ \ \ �\ 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beath, FL 33435 LOAD CASE(S) Standard August 23,2011 e �`� A WARNING - r erify design parameters and READ NOTES ON TATS AND INCLUDED MITES REFERENCE PAGE 5SII.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 Quality Criteria, DSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Truss Truss Type Qty Ply 4896247 ,od9 EJ02 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 192010 MiTek Industries, Inc. Tue Aug 23 10:26:06 2011 Page 1 I D:hkKOfelE4ug6U30Sy4LGZtz8PBv -W VEB? A6? r? n5k042kQk ?KidsWvASATQtJho_Ecyl? :1 1 - - 1 4-1 -12 1 7-n-n I 1 -4 -0 4 -1 -12 2 -10-4 4 Scale = 1:18.1 4.00 12 2x4 11 3 N N 2 � 1 i 1 2x4 = 2x4 11 6 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.01 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2 -6 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except (jt= length) 2= 4 -3-8, 6= 4 -3 -8. (lb) - Max Horz 2= 145(LC 4) \ ` \\ \ \ I 1 I I / /// Max Uplift All uplift 100 Ib or less at joint(s) 4 except 2=- 143(LC 4), 6=- 145(LC 4) \\ S S. // Max Gray All reactions 250 Ib or less at joint(s) 4, 2, 5 except 6= 264(LC 1) \ \\ • • • • • . ,• Z // \ ' \CENS / FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. ` WEBS 3 -6 =- 220/401 .* 034869 , NOTES (8 -11) — 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =188; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C— )c • Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL= 1.60 0 /f/` , 1 " 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — • 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will T '•_ STATE OF \ 2 fit between the bottom chord and any other members. � F C ORID , \ � 4) All bearings are assumed to be SYP No.2 . • 0 5) Refer to girder(s) for truss to truss connections. / \ \ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =1b) 2 =143 / / / / v 'O N A� �� \ ,6 =145. //11111111\ \ \\ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 ® WARNING - Verify design paramutsrs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for on individual building component. Julius Lee Applicability of design 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 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, DS11-89 and SCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. Truss Truss Type Qty Ply -o99 EJ04 GABLE 4 1 14896249 Builders FirslSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:07 2011 Page 1 ID:hkKOfelE4ug6U30Sy4LGZtz8PBv- hoaCW6dcJvyLYFF17FEsW91YJWmvw51XLXXm2yl ??c I -1 -4 -0 I 7 -0 -0 1 -4-0 7 -0 Scale: 3/4 " =1' 2x4 11 2x4 11 6 7 5 mp 2x4 I I . • 4 II " P 1 3x4 . 1 4.00 12 3 2 M■iii . r. . .. 1 11 10 9 8 2x4 = 5x8 11 2x4 11 2x4 11 2x4 11 I 7 -0 -0 7 -0 -0 I Plate Offsets (X,Y): (2:0- 3- 8,Edge), (2:0- 5- 12,Edgej LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 • Rep Stress Ina' YES WB 0.07 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 32 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 puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7 -0 -0. (Ib) - Max Horz 2= 131(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 8, 7, 11, 10, 9 except 2=- 154(LC 4) Max Gray All reactions 250 Ib or less at joint(s) 2, 7, 11, 10, 9 FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 4- 11=- 179/295 NOTES (11 -14) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =188; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1 -4 -0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. typical toe -nail connection (refer to BFS detail package) 7) All bearings are assumed to be SYP No.2 . \\ 1 ) () ( / / / // 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity \\ \� S . it' ' / � � of bearing surface. C • 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, 7, 11, 10, 9 except • oCENSF Z. (jt =lb) 2 =154. � 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. _ O 34$69 It) 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. - — 12) For special connections with reactions or u lifts le ss than 300 lbs. Use — P 13) 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 % / T STAT OF •• e II. . / ° sS • • !�CORIOT:.• • 0 s :, /, / / /ON \ \\ � August 23,2011 • ® WARNING - Verify design parameters and READ NOTES ON 771I0 AND INCLUDED MITER REFERENCE PAGE MIT 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 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 Qualify Cr9eda, DSB -89 and BCSII Building Component ' Safely Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. i Truss T Type Qty Ply "a HJO1 (MONO TRUSS 14896250 2 1 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, 23 ID:hkKOfelE4ug6U3OSy4LGZtzBPB - hoaCW6 dcJvyLYfF17FEsW9 -j ??c LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B =22) 9= 2(F =1, B =1) 10=- 125(F = -62, B = -62) 11= 10(F =5, B =5) 12=- 8(F =-4, B = -4) 13= 13(F = -14, B =27) \` \‘ `Ilti fI J / / /// \\\\\‘ . S S./t %, � \ �GENS F' •.�� • = 00 34/869 fr 4 111 .-<\ .% -.. STATE OF , •••.CORIDP.•' O � s �//////, s \ O \ \ \ August 23,2011 1 A WARNING - Verify design parameter-1 and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE &fJ1-7473 BEFORE USE. Design volid for use only with M7ek 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 Qually Cr8erla, 051 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Truss Truss Type Qty Ply 499 HJO MONO TRUSS 2 1 14898251 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:08 2011 Page 2 ID: hkKOtelE4ug6U3OSy4LGZtz8PBv- StMyPs7FNd1 pziERSgmTPji9TipTeLYAm ?H4IUyI ??j LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B =22) 9= 2(F =1, B =1) 10=- 125(F = -62, B = -62) 11= 10(F =5, B =5) 12=- 8(F =-4, B = -4) 13=- 28(F = -14, B = -14) \\1 11111 1 (IIf /, , \`� • S :k // N. 0CENS - • ` V � �: / -- • -- .; . 1 ,..al,,,,, j O348 69 ,,_._ • 4._ 111 ..‹,.. STATE OF s • '• •�tORIOP.•' O9 ! August 3,2011 1 r ® WARNING - YariJy design pnramaters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL 7473 BEFORE USE. Design valid for use only with M1ek connectors. This design is based only upon parameters shown, and is for an individual building component. Appfrcabrh'fy of design paramenfers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overoll structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fobrication, quality control, storage, delivery, erection and bracing. consult ANSI /TPI1 Quality Criteria, D5B -89 and Ball Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply ..a99 TO1G GABLE 4 1 14698252 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:09 2011 Page 2 NOTES (15 -18) ID: hkKOfelE w4wKdC8t8w9gbspdQVIi o(FD669iNcVVK?f0erxyl?%i 12) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ib down and 131 Ib up at 7 -0 -0, 24 Ib up at 9 -0-12, 22 Ib up at 11 -0-12, 70 Ib down and 63 Ib up at 13 -0 -12, 70 Ib down and 63 Ib up at 15 -0 -12, 701b down and 63 Ib up at 17 -0-12, 70 Ib down and 63 Ib up at 19 -0-12, 70 Ib down and 63 Ib up at 21 -0-12, 70 Ib down and 63 Ib up at 23 -0-12, and 70 Ib down and 63 Ib up at 25 -0 -12, and 1 Ib up at 25 -10 -8 on top chord, and 4 Ib down and 10 Ib up at 7 -0-0, 5 Ib up at 9 -0-12, 6 Ib up at 11 -0-12, 75 Ib down and 42 Ib up at 13 -0-12, 75 Ib down and 42 Ib up at 15 -0 -12, 75 Ib down and 42 Ib up at 17 -0-12, 75 Ib down and 42 Ib up at 19 -0 -12, 75 Ib down and 42 Ib up at 21 -0 -12, 75 Ib down and 42 Ib up at 23 -0-12, and 75 Ib down and 42 Ib up at 25 -0 -12, and 7 Ib up at 25 -10-8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) 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. 16) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 17) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 3 = -54, 3- 36 = -54, 7- 36=- 114(F = -60), 2 -8 = -10 Concentrated Loads (Ib) Vert: 3=-51(B) 5=-70(B) 7=1 8 =7 12=- 4( B) 11=- 75( B) 4=- 70( B) 37= 2( B) 38= 5( B) 39=- 70( B) 40=- 70( B )41=- 70(B)42=- 70(B)43=- 70(B)44= 2(8)45= 2(B)46= -75(B) 47= -75(B) 48= -75(B) 49= 75(B)50= -75(B) 51= -75(B) 0 I1i11110, �J �10ENS . A. * N o 34869 * ' _ 7t7 * • Ili — �� STATE OF . � � • i �0 • Et P'• 09 , ,�� / S , / O N'AV \\ # 4 wJ August ?3,2011 ® WARNING - Verify design pnramatcrs and READ NOTES ON THIS AND INCLUDED b%ITER REFERENCE PAGE MD T473 BEFORE USE. Design valid for use only with MiTek connectors. This design N 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 n for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillify 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, 058 -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. 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ON N a N 3 m = 3g g o o 0 '86' va 7',7,0 o '< 5 22 ,. 7 c ' N G 0 ii 2. 0 0 0 0 m . ° m a 50 g _0 a ° s f a� o°0 a 0 3 0 O o O '�iv � O al:' 7 0 N .3 C ° mN � 3 m ° o ° m o 0 43$ a m �3 ao- o 'o' c 0 5 o m 2 Q ° ' a , m (D � V F 0 0 n 0 3 s oo °0 c o o a a 0 7 �� O O 3 a m o,2 43 °° �° %.(< • o o m maw a N -m 'm = o •m o o y O 0 0 z 5 6 m ....1“. •Y August 10, 2010 T -BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T -BRACE 2 1 u 1 �\ / I� MiTek Industries, Chesterfield, MO Page 1 of 1 V Note: T- Bracing / I- Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. W u Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing Brace Size for One -Ply Truss 2x4 or 2x6 or 2x8 10d 6" o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T -Brace / I -Brace Web Size 1 (On Two -Ply's Nail to Both Plies) 2 2x3 or 2x4 2x4 T -Brace 2x4 I-Brace 2x6 2x6 T -Brace 2x6I -Brace 2x8 2x8 T -Brace 2x8 I -Brace Nails Brace Size \ \\ for Two -Ply Truss \•' ,\ Specified Continuous ` Rows of Lateral Bracing /SPACING .� Web Sze 1 2 \` \\ 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace WEB 2x6 2x6 T -Brace 2x61 -Brace k ` 2x8 2x8 T -Brace 2x8 I -Brace t T -Brace / I -Brace must be same species • \ , _� T - BRACE and grade (or better) as web member. \ \,____:: ----------:------------ -----------------------3 �� �uS S.k. ' %, Nails Section Detail _ * 34869 rim T-Brace .73 , i 4 — I ;O • 6/22/11 W z Web 7 - STATE OF ,t '. �p''•.LORION..1 0` ■ Nails / / / ' // / dNA1. 7 ` \ \ ■ // //11111 0\ Ilelell 110 COASTAL BAY Web , I -Brace BOYNTON BC, FL 33435 les Nails JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP I it I CI MiTek Industries, Chesterfield, MO Page 1 of 1 WILD NOTES: . OE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER ' , , ,, , EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. ii 1 AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 2. THE END DISTANCE, EDGE N GE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH -- - -� AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb /nail) THIS DETAIL APPLICABLE TO THE DIAM. SYP DF HF THREE END DETAILS SHOWN BELOW SPF SPF -S Z .131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR ,r, .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY co O .128 74.2 67.9 58.9 57.6 50.3 53 .131 75.9 69.5 60.3 59.0 51.1 N .148 81.4 74.5 64.6 63.2 52.5 SIDE VIEW 0) 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE -NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: , NEAR SIDE (3) - 16d NAILS (.162" diam. x 3.5 ") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity \ ANGLE MAY , \ ANGLE MAY \ ANGLE MAY \ VARY FROM 30° TO 60° \ VARY FROM , 30 T OM O BO -- 45.00° 1 30 ° TO 60° 1 2' ---- 45.00° 45.00° 7/ ,,>, 1 A \\\\ \ \ 3S S.f( % . J. ' o cENS F ' .�': * N r. 34869 • O 6/22/11 W 1 ; STATE OF ,• .. ' ',/ S ZONIA` 1 \ \`\ 1109 COASTAL BAY BOYNTON BC, FL 33435 JANUARY 20, 2011 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL ST - PIGGY OD CRS MiTek Industries, Chesterfield, MC ail MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY II BUILDING EXPOSURE B or C ASCE 7 -02, ASCE 7-05 DURATION OF LOAD INCREASE : 1.60 MiTek Industries, Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS (SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING A - PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING. ENGINEER/DESIGNER ARE REQUIRED. SHALL BE CONNECTED TO EACH PURLIN WITH (2)0.131 "X3.5" TOE NAILED. E B - BASE TRUSS, REFER TO MfTEK TRUSS DESIGN DRAWING. C - PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24'0.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH (2) 0.131" X 3.5" NAILS EACH. D - 2 X X 4' -0" SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS, ATTACHED TO ONE FACE, CENTERED ON st INTERSECTION, WITH (2) ROWS OF 0.131" X 3" NAILS @ 4" O.C. h SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT. IN BOTH �_ DIRECTIONS AND: ` ® n „ 1. WIND SPEED OF 90 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR e �`��'"" 1. ""��' - '���� 2. WIND SPEED OF 91 MPH TO 140 MPH WITH A MAXIMUM ,— ® ii'�� ® — — ®�D• PIGGYBACK SPAN OF 12 ft � E - FOR WIND SPEEDS BETWEEN 101 AND 140 MPH, ATTACH MITEK 3X8 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT 72" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. STAGGER NAILS FROM , < C OPPOSING FACES. ENSURE 0.5" EDGE DISTANCE. (MIN. 2 PAIRS OF PLATES REO. REGARDLESS OF SPAN) i t B / D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: ` i'� REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On I � I \ TRUSS TOP CHORD AT SPECIFIED SPACING S BOTTOM N ON BASE OF BASE �I \ `I`` TRUSS MITEK DESIGN DRAWING. • ,,, , J ` NN, NI SCAB CONNECTION PER — � i�5 � �� � l� NOTE D ABOVE n `}fi \\ `t . �� _' • - u /ice I ,`r 1, -,, rt.mis \ This sheet is provided as a Piggyback connection �� � � FOR ALL WIND SPEEDS, ATTACH MITEK 3X6 20 GA Nail -On PLATES TO detail only. Building Designer is responsible for all EACH FACE OF TRUSSES AT 48" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. permanent bracing per standard engineering practices or ` \`�\ STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint \�,,.� and diagonal bracing requirements. II I 1 1 I 1 1 f l Iv VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED �\\ \` `s s ' � �i� EXTEND THROUGH V r \, BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: ■ � �' •' L 'i OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP � _ re AS SHOWN IN DETAIL. * N• 34869 2) ATTACH 2 x x 4• -0" SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3 ") NAILS -_ _ I � 10 • L { SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 6 / 2 2 / 11 • W (MINIMUM 2X4) � O STATE OF ,� 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM A CONCENTRATED LOAD OF 4000 LBS (@1.15). REVIEW . • •. •• 0 � :A BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. P VS 4 N OF P GGYBACK O MATCH BASE TRUSS. / // �� ! V( I \ ■ ` ` 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH 1109 COASTAL BAY THE PIGGYBACK AND THE BASE TRUSS DESIGN. BOYNTON BC, FL 33435 JANUARY 1, 2009 Standard Gable End Detail ST -GE140 -001 1� flL - MiTek Industries, Chesterfield, MO l u ( Typical x4 L -Brace Nailed To 2x Verticals W /10d Nails, 6" o.c. Vertical Stud ° Vertical Stud (4) -16d Common \ L i Wire Nails , DIAGONAL } O BRACE MiTek Industries, Inc. � � • �■ 16d Common SECTION B -B Wire Nails DIAGONAL - 0" O. MAX BRACE r-----11' / Spaced 6" o.c. (2) - 10d Common 1 11 2x6 Stud or �, TRUSS GEOMETRY AND CONDITIONS ' Wire Nails into 2x6 .�, 2x4 Not of better SHOWN ARE FOR ILLUSTRATION ONLY, rte Typical Horizontal Brace �1 � 12 Nailed Od To Co Verticals ) -i0d Common Nails � Varies to Common Truss IIIII '''' ' e i iiiii 1 r. „, !'t� \ SEE INDIVIDUAL MITEK ENGINEERING SECTION A-A 2x w /(4 PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING f • \ TO TRUSSES WITH (2) - 10d NAILS AT EACH END. * * I,Y ATTACH DIAGONAL BRACE TO BLOCKING WITH \ x 4 = (5) - 10d COMMON WIRE NAILS. (4) - 8d NAILS MINIMUM, PLYWOOD " "”" I " ""��""��M \ SHEATHING TO 2x4 STD SPF BLOCK * - Diagonal Bracing ** - L- Bracing Refer Refer to Section A -A to Section B -B 24" Max Roof Sheathin • NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. T BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND " _�, ='� / WALL WALL TO O BE BE PROVIDED O ED BY PROJECT ENGINEER OR ARCHITECT. 1' - 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. (2) - 1 � � ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. �� BRACING OF ROOF SYSTEM. �. ti (2) - 10d NAILS 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB 1 � OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF .��� DIAPHRAM AT 4' -0" O.C. /Tres " - s @ 24" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL I 1� BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ',' ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. T R (REFER TO SECTION A -A) Diag. Brace 1 / Axo DIAGONAL BRACE SPACED 48" O.C. 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. \z ATTACHED TO VERTICAL WITH (4) -16d 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. at 1/3 point COMMON WIRE NAILS AND ATTACHED 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed �' __, 1 TYPE TRUSSES. TO BLOCKING WITH (5) - 10d COMMONS. 1 End Wall -- HORIZONTAL BRACE � ,.. -. al (SEE SECTION A -A) 2 DIAGONAL Stud Size Stud Without 1x4 2x4 DIAGONAL BRACES AT �\� t i i i i 0/ i/ p Spacing Brace L -Brace L -Brace BRACE 1/3 POINTS \�\ SOS , • S•% 7/i// Species • and Grade Maximum Stud Length \ \ ` J� v\C • • ENSF ' . �� ••••:,. 2x4 SPF Std /Stud 12" O.C. 3 -10 -1 3 -11 -7 5 -7 -2 7 -8 -2 11 -6 -4 _ * * 2x4 SPF Std /Stud 16" O.C. 3 -3 -14 3 -5 -1 4 -10 -2 6 -7 -13 9 -11 -11 N 34869 • 2x4 SPF Std /Sind 24" O.C. 2 -8 -9 2 -9 -8 3 -11 -7 5 -5 -2 8 -1 -12 — p " i I X Diagonal braces over 6' -3" require a 2x4 T -Brace attached to _ �� al \ one edge. Diagonal braces over 12' -6" require 2x4 l- braces �� STATE OF .` attached to both edges. Fasten T and I braces to narrow edge 'i FCORIDP •' � �?� of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. ///77s N A1- 0 \ \ \` II,AAxiMI Ind WINn FPFPf) - idn aPH l // / / / / i i I i t \ ` MAX MEAN ROOF HEIGHT = 30 FEET 110 9 COASTAL BAY CATEGORY II BUILDING BOYNTON BC , FL 33435 EXPOSURE B or C ASCE 7-98, ASCE 7 -02, ASCE 7 -05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 6/22/11 1DUFiA - BON OF LOAD INCREASE : 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. fir Hab for Human September 6, 2011 Mr. Mike Jones Building Inspector City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Mike, Attached are the following materials in support of Beaches Habitat application for building permits for 96 & 98 3 Street (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 roof truss plans 4) Two (2) copies of HVAC Energy Sheets for each address 5) Two (2) copies of the Florida Product Approval form for each address 6) One (1) copy of recorded Notice of Commencement 7) One (1) copy of letter to Ms Kaluzniak regarding fire sprinkler & irrigation systems. 8) Two (2) copies of the Construction Management Plan 9) Five (5) copies of architectural plans 10) Five (5) copies of structural engineering plans 11) Five (5) copies of civil engineering plans Please let me know if any additional information is required. Thank you, Sincerely, i ', /-- - 5 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 PROJECT Title: Hab Bchs 1 Story 5 Bedroom Bedrooms: 5 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1509 Lot # (p Owner: Habitat For Humanity Beache Total Stories: 1 Block /SubDivision: 4 S:,� V. # of Units: 1 Worst Case: No PlatBook: Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Street: £ c, .34-, ,71 L.Oe 1 Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Multi- family FL , 32233 - New /Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_ JACKSONVILLE 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 110 ft 0 1509 ft 0.3 0 0.7 ROOF V / Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1688 ft 378 ft' Medium 0.96 No 0 26.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1509 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1509 ft 0.11 Wood WALLS V # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 1 E Exterior Frame - Wood 11 480 ft 0 0.8 2 S Exterior Frame - Wood 11 132 ft 0 0.8 3 N Exterior Frame - Wood 11 212 ft 0 0.23 0.8 4 W Neighbor Frame - Wood 11 472 ft' 0.23 0.01 5 S Exterior Frame - Wood 11 80 ft 0 0.23 0.8 9/9/2011 1,19 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DUCTS / - --- Supply --- Return Air Percent �/ # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 297.8 ft Attic 74.45 ft Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: N Ceiling Fans: N Cooling [[X) X F (X M XA) M X J (X] Jul ( Aug X] S X N X D Heating (X Jan [ Jan l X� Feb f X� M ar ar l Xj Apr r X [Xi M ay l X� Jun un [X] Ju [X Aug 4X] Sep ep X Oct ct Oct f X - ov Nov 4X ec Dec Venting [X Jan [X Feb [X Mar [X] Apr [X] Ma [X Jun [[Xi Jul [X Aug [Xi 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/9/2011 1.19 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, h._ Home Energy Services ' 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 -- — Page 2 Project Report General Project Information Project Title: 1 Story, 5 Bedroom Attached Single Family Project Date: 9/8/2011 Client Name: Habitat For Humanity Beaches Client Address: 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 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: jimwilliams @homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0 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 inures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft') of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1 ...1HabBchs_lsto 5BR_Lots96 98.rhv ry _ Friday, September 09, 2011, 1:12 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Int.. Home Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 Pa e A Load Preview Report l Sysi Sys Sys - Net Rec ft.' Sen Lat Net Sen Duct l Scope Hig I Clg Act Ton Ton /Ton Area Gain, Gain Gain Loss CFM CFM CFM S ize — -- - - - - Building 2 2 632 1,509 21,478 4,588 26,066 22,070 446 977 977 System 1 2.17 2.39 632 1,509 21,478 4,588 26,066 22.070 446 977 977 18 Duct Latent 1,291 1 291 Zone 1 1 509 21 478 3297 24.775 22070 446 577 977 18 1- Living 248 5.519 1,186 6,705 4054 82 251 251 2 - -7 2- Kitchen 99 2,596 200 2,796 0 0 118 118 1 --6 3 -Bath 1 69 0 0 0 0 0 0 0 0 - -0 4- Laundry 77 0 0 0 0 0 0 0 0 - -0 5 -Bath 2 66 0 0 0 0 0 0 0 0 - -0 6- Owner's Bedroom 165 1 452 224 1.676 2,187 44 66 66 1 - -5 7- Storage 21 478 81 559 946 19 22 22 1 -4 8 -Hall 160 589 81 670 900 18 27 27 0 -0' 9- Bedroom2 138 1,957 488 2,445 4,154 84 89 89 1 --6 10- Bedroom3 115 1,688 183 1,871 1.788 36 77 77 1 - -5 11- Bedroom 4 109 1,699 193 1.892 1,894 38 77 77 1 - -5 12- Bedroom 5 138 1.892 244 2 136 2.294 46 86 86 1 - -5 13- Dining 104 3,608 417 4.025 3 85 78 164 164 1 - -8 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services — a 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 Pale 6 Building Pie Chart Infiltration 14% Floor 28% xs: Building �q 22,070 Ductwork 27% Btuh Roof 7 % Wall 13% Door 3% Glass 8% Roof 8% Infiltration 14% Wall 8% • Glass 13% Building Gain .a 0. 26,066 �. Btuh Door 2% Ductwork 29% People 8% Equipment 18% C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1 :12 PM Rhvac • Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Ins. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family Page 8 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms 0° 45° 90° 135° 180° 225° 270° 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Living 251 277 *302 290 262 285 297 277 2 -7 2 Kitchen 118 117 119 122 *123 120 117 117 1 -7 3 Bath 1 *0 0 0 0 0 0 0 0 - 4 Laundry *0 0 0 0 0 0 0 0 5 Bath 2 *0 0 0 0 0 0 0 0 - 6 Owner's Bedroom 66 80 *91 83 69 81 90 80 1 -6 7 Storage 22 22 22 23 *23 22 22 22 1 -4 8 Hall 27 27 27 28 *28 27 27 27 9 Bedroom 2 89 103 *114 107 93 105 112 103 1 -6 10 Bedroom 3 77 66 54 69 *80 69 52 67 1 -5 11 Bedroom 4 77 67 54 70 *81 69 53 68 1 -5 12 Bedroom 5 86 76 63 79 *90 78 62 76 1 -6 13 Dining 164 153 160 *180 171 178 157 154 1 -8 * Indicates highest CFM of all rotations. Whole Building Rotation Front door - Supply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0° West 977 21,478 58 "4,588 2.17 45° Northwest 988 21,715 4,582 2.19 90° North 1,006 22,107 4,584 2.22 135° Northeast *1,051 *23,090 4,584 *2.31 180° East 1,021 22,437 4,587 2.25 225° Southeast 1,034 22,720 4,579 2.27 270° South 988 21,714 4,582 2.19 315° Southwest 990 21,756 4,580 2.19 " Indicates highest value of all rotations. C:1 ... 1HabBchs_lstorySBR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac Elite Software Development, Inc. Residential & Light Commercial HVAC Loads 6, 1 Story, 5 Bedroom Attached Single Family Home Energy Services Pale 10 Jacksonville, FL_32218.— — — -- - Building Rotation Report (cont'd) Building Rotation Hourly Net Gain 30,000 ( 29,000 ( F ( 28,000 L < 0.1 t C 6 [ 27,000 Z c F c c F t t 4 ` 26,000 _ v �" ( t • V - 25,000 - \ 24,000 Sam gam 10 am 11 am 12 pm 1 pm 2pm 3pm 4pm 5pm 6pm 7pm Time of Day — Front door faces West Front door faces Northwest E Front door faces North ( Front door faces Northeast Front door faces East --s1. Front door faces Southeast I Front door faces South — — Front door faces Southwest C:\ .., \HabBchs_1 story5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Job ITruss Truss Type 1Qty 81 IPIy 384899 CJO1 J ACK 14894,. 8 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:04 2011 Page 1 I D: hkKOfel E4ug6U30Sy4LGZtz8PBv- a66RaU4kJOXNUSwgd ?iXEtX W95WFiaUarNJt9jyi??n I -1-4-0 1-4-0 I 1 -0-0 1 -0-0 Scale = 1:6.1 3 �i 4.00 12 , 2 i II 1 1111111111111111.11.1.1111111111111P11111111111 rli ' .V.A AL 4 2x4 = ■11 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 5 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (Ib /size) 2= 163/0 -3-8, 4 =5 /Mechanical, 3 = -30 /Mechanical Installation guide. Max Horz 2 =66(LC 4) \ \ 0 \ 1 1 1 I I I / / / . Max Uplift 2=- 265(LC 4), 4= -15(LC 4), 3= -30(LC 1) `\\ // S / Max Gray 2= 163(LC 1), 4 =14(LC 2), 3 =67(LC 4) 7 / FbRCES (Id) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. \ \ CEN$� ' . `� � i NOTES (8 -11) o 34869 / , -- 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable en'tf -- zone and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber I ' } : — DOL =1.60 plate grip DOL =1.60 — — J/ J A ; 8 ' 2) This truss has been designed for a 10.0 psf bottom chord Iivdload nonconcurrent with any other live loads. — 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will • �. fit between the bottom chord and any other members. T ST OF . . ` 4) All bearings are assumed to be SYP No.2 . • FL ORIO .. • • •. 0 � 5) Refer to girder(s) for truss to truss connections. t..... 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 Ib uplift at joint 2, 15 Ib uplift at joint 4 / / / /� \\ 1 / and 30 lb uplift at joint 3. I 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 t design B WARNING - Verify g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 501-74 73 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 poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown JUIIUS 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/7911 Quality Criteria, DSB -89 and BCSI1 Building Component Solely Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 1489x•- 384899 CJO3 JACK 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 2310:28:05 2011 Page 1 ID: hkKOfelE4ug6U30Sy4LGZtzBPBv- 2lgpng5M4ifE6FVsBiDmn54eGVoJR1 kk412QiAyl ? ?m - I 5 - 0 - 0 I I 1 -4-0 5-0-0 Scale = 1:12.8 3 X 4.00 12 T1 2 \K 1 {a 2x4 — 4 5 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.03 2 -5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.03 2 -5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5,0 Code FBC2007/TP12002 (Matrix) Weight: 18 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except (jt= length) 2= 0 -3-8, 5= 0 -3-8. \\\ x 11 1 1 1 1 1 f/ f y` / (lb) - Max Horz 2= 157(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=- 142(LC 4), 2=- 333(LC 4), 5=- 140(LC 4) \\\ S ; K , Max Gray All reactions 250 lb or less at joint(s) 3, 2, 4, 5 FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. 034869 /. — NOTES (8 -11) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable erjif , • • zone and C -C Exterior(2) zone; porch left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 _ plate grip DOL =1.60 • •• / 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. l • 4 4 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will T ' •• STATE OF .� - fit between the bottom chord and any other members. \`. n •,, . GRIDP . '``� 4) All bearings are assumed to be SYP No.2 . v • • • • 5) Refer to girder(s) for truss to truss connections. (1 ` 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt =1b) 3 =142 / /' " 1 , � N A \_ \ ` ` , 2 =3 5 =140. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIITER REFERENCE PAGE ESII -7473 BEFORE USE. ■ r Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coas Boynton, FL l Bay Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria. DSI -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison. WI 53719. Job Truss Truss Type Qt Pl 384899 EJ03 MONO TRUSS 34 1 1489u.. Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 1028:08 2011 Page 1 I D: hk KOfel E4ug6U30Sy4LGZtzBP Bv WVEB ?A6 ?Rn 5k042k0k ?Kldp ?v4mAUAtJho_Ecyl l 1 - I 4 - - 12 i 7 -0-0 1-4-0 4 -1 -12 2 -10-4 Scale: 3I4 " =1' 4 L 4.00 12 2x4 11 3 tE g. I. W1 2 II Mil B1 1 -,t x4 = 6 2x4 11 5 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.27 2 -6 >304 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.21 2 -6 >387 180 BCLL 0.0 • Rep Stress !nor YES WB 0.05 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4= 124 /Mechanical, 2= 309/0 -3-8, 5 =85 /Mechanical Max Horz 2= 145(LC 4) \\ 5 5 \ 1 l l l (/ / /�/ Max Uplift4= -85(LC 4), 2=- 210(LC 4), 5= -36(LC 4) \\ \ \\ S S` /� i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. � • oCENS �N ,(∎ , , ,... NOTES (8 -11) y 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -CZ O 34869 — Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 1 • _— 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide will — 4 , 1 fit between the bottom chord and any other members. .— . — �� 4) All bearings are assumed to be SYP No.2 . .t1 •• STATE OF ',- 5) Refer to girder(s) for truss to truss connections. 6) Provide de me connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt =1b) � 5t • •. ORiOP` - • 0 \S� (1 t 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. / " // / �N A 1- �\ \ 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular /0/11110° building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 9 9 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee is for lateral support of individual web members onty. Additional temporary bracing to insure stability during construction is the responsibillify 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, 059.89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 384899 6.101 MONO TRUSS 4 1 1489, . Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 1026:08 2011 Page 1 I D:hkKOfelE4ug6U30Sy4LGZ1z8PBv -W VEB? A6? r? n5k042kOk ?KldrGv9 ?ATV1Jho_Ecyi7+I I -1 -4 -0 1 4-1-12 1 -4 -0 4-1-12 I 7 -0-0 2 -10-0 Scale = 1:17.2 4 4.00 12 2x4 11 3 n • T1 W1 2 _ _ ,' B1 1 ■■ K 6 2x4 II LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.04 2 -6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.04 2-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS All bearings Mechanical except (jt= length) 2= 0 -3-8, 6= 0 -3-8. (Ib) - Max Horz 2= 145(LC 4) \\ * 1 \)) I () I / / �/ Max Uplift All uplift 100 Ib or less at joint(s) 4 except 2=- 219(LC 4), 6=- 238(LC 4) \\\\ S Sic 1 /�, Max Gray All reactions 250 Ib or less at joint(s) 4, 2, 5 except 6= 251(LC 1) \ • . . .. • i FORCES (Ib) • - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. �� ' • 0CEN$ < � ', F • WEBS 3-6 =- 208/381 NOTES (8 -11) .7: O 34869 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C —_ g / : I —_ Exterior(2) zone; porch left exposed;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =160 plate grip • — DOL =1.60 . . . • •�, 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T • STATE OF .� -. • 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide wil �s ■ • ••.'- � ORIDP •' • �` fit between the bottom chord and any other members. ■ 4) All bearings are assumed to be SYP No.2 . � • • • • .• \\ 5) Refer to girder(s) for truss to truss connections. f�+ � A �i 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =lb) 2 =219 / / v (� 1 O ' V ( ~ 1 \ // , 6 =238. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard August 23,2011 t A WARNING - Verify design parameters end READ NOTES ON THIS AND 1NcWDED MITER REFERENCE PAGE MII -7473 BEFORE USE. Design volid 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 constriction 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/7P11 Quality Criteria, DSB -89 and BCSI1 Building Component Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type 384899 I-1,101 Q Ply MONO TRUSS 2 1 Builders FirstSource, Jacksonville, Fl 32244 1489e_� Job Reference .tion 7. 250 s Nov 192010 MiTek Intlu stdes, cue Aug 23 026:07 201e 1 - - D: hkKOfelE4ug6U3 OSy4LGZtzBPBv- _hoaCo N� LYf Tu j e Am vW91j:Z037, 1 1XLXPagXm2y1??k I 1 -10-10 54-12 - 5-10 4 -0-7 Scale = 1:22.2 4 2.83 l �' 3x4 = 10 3 9 8 2 _....isgiggigi Mai 1111 MS 0 ri ►, 12 ' 13 6 2x6 = 7 2x4 11 5 3x4 = 1 5-10-6 9 -10 -13 l 4 -0-7 LOADING (psf) SPACING 2 -0-0 CSI DEFL in TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 (1 2 -7 >999 240 PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.05 2 -7 >999 t80 MT20 244/190 BCLL 0.0 • Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 40 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS All bearings Mechanical except (jt= length) 2 =0 -5-11, 7 =0-6 -7. Installation guide, (Ib) - Max Harz 2= 203(LC 3) \ \,, 1 (I) () / / / Max Uplift All uplift 100 Ib or less at joint(s) 5 except 4=- 128(LC 3), 2=- 432(LC 3), 7=- 547(LC 3) � \\ c S` • / /,� Max Gray All reactions 250 Ib or less at joint(s) 4, 5 except 2= 250(LC 1), 7= 421(LC 1) ," • • 4 ,(� i� FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. N. N. ��CEN$F . `',(� WEBS 3 -7 =- 372/433 \� NOTES (10 -13) o 34869 * - 1) ■tnd: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end 1► y , zone; porch left exposed; Lumber DOL =1.60 plate grip DOL =1.60 -- 4 T I 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. -- . I // "" 3) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members. T STATE OF _ -. • 4) All bearings are assumed to be SYP No.2 . , 9 ' •, F C ORID P •' 0 5) Refer to girder(s) for truss to truss connections. (1 • .e.\-...1' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt =lb) 4 =128 /, / / /v /0 N A� \\\\\` , 2 =432, 7 =547. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. // / /') ((1 1 \, \ 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb up at 1 -5 -12, 22 Ib up at 1 -5 -12, 3 Ib down and 35 Ib up at 4 -3-11, 3 Ib down and 35 Ib up at 4 -3 -11, and 62 Ib down and 120 Ib up at 7 -1 -10, and 62 Ib down and 120 Ib up at 7 -1 -10 on top chord, and 16 Ib down and 16 Ib up at 1 -5 -12, 16 Ib down and 16 Ib up at 1 -5 -12, 12 Ib down and 13 Ib up at 4 -3-11, 12 Ib down and 13 Ib up at 4 -3 -11, and 42 Ib down at 7 -1 -10, and 27 Ib up at 7 -1 -10 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) This manufactured product is designed as an individual building component. The suitability and use of this component for any 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 =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 4 = -54, 2 -5 = -10 Continued on page 2 August 23,2011 t A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MATER REFERENCE PAGE M77 -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is bused only upon parameters shown, and is for an individual building component. 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 responsibillily of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TP11 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply 384899 HJO2 MONO TRUSS 2 1 14898,.. Builders FirstSOUrce, Jacksonville, Fl 32244 Job Reference (optional) 7250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:08 2011 Page 1 ID: hkKOfelE4ug6U30Sy4LGZ1z8PBv- StMyPs7FNd1 pziERsgmTPji9TipTeLYAm ?H41UyI ??j -1 -10-10 5 1 -10 -10 5-10-6 I 9-10-13 - 4 Scale = 1:22.2 2.83 12 4 ig 3x4 = 10 3 i. 9 8 2 CV il d 1 y r Y 1 '1 11 � II 12 7 13 g 2x6 = 2x4 H 5 3x4 = 5 -10-6 I 9 -10 -13 4-0-7 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.08 2 -7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.06 2 -7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 40 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 puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4= 114/Mechanical, 2= 436/0 -5-11, 5= 285 /Mechanical \\\ `, 1 1 I t 1 1/ / / Max Horz 2 =204 LC 3) Max Uplift4=- 135(LC 3), 2=- 610(LC 3), 5=- 278(LC 3) , \` \ S • S. k ( 1 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. �� ‘CENS Z `, � , TOP CHORD 2-8=-795/768, 8- 9=- 767/764, 3-9 =- 740/771 F \ (� s BOT CHORD 2- 11=- 856/745, 11 -12 =- 856/ 745, 7 -12 =- 856/745, 7 -13 =- 856/745, 6- 13= -856/745 , * - WEBS 3- 6= -795/914, 3- 7= -73/262 O 34869 NOTES (10 -13) _ / 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end f / — zone; Lumber DOL =1.60 plate grip DOL =1.60 — , 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. T •• STATE OF •• , 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0-0 wide wit fit between the bottom chord and any other members. �s F LORID" 0 ■ 4) All bearings are assumed to be SYP No.2 . • • • • • • ' \ 5) Refer to girder(s) for truss to truss connections. i, / / /� ON A1- ` \\ \ \\ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b) 4 =135, 1 1 f t 1 1 1 1 1 2 =610, 5 =278. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 Ib up at 1 -5-12, 22 Ib up at 1 -5 -12, 3 lb down and 35 Ib up at 4 -3-11, 3 Ib down and 35 Ib up at 4 -3 -11, and 62 Ib down and 120 Ib up at 7 -1 -10, and 62 Ib down and 120 Ib up at 7 -1 -10 on top chord, and 21 Ib up at 1 -5 -12, 21 Ib up at 1 -5 -12, 12 Ib down and 50 Ib up at 4 -3 -11, 12 Ib down and 50 Ib up at 4 -3 -11, and 42 Ib down at 7 -1 -10, and 42 Ib down at 7 -1 -10 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (0). 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 spedal 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 =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1- 4 = -54, 2 -5 = -10 ontinued on page 2 August 23,2011 e r WARNING - Verify design parameters Bred READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 8 based only upon parameters shown. and is for an individual building component. Applicability of design paromenters 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 8 the responsibillity of the 1 109 Coastal Boy 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 Quollly Criteria. 059-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type 384899 TO1G 04 Ply GABLE 4 Builders FirstSource, Jacksonville, Fl 32244 1 I4896e ,_ Job Reference o•tional 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 1026:09 2011 Page 1 ID: hkKOfelE4ug6U30Sy4LGZt z8PBv- w4wKdC8t8w9gbspdQYlixxFD66 ?iNcVVK?f0erxyl? %i 1-4-0 7 6 - 2 - 1 5 - - - _ 0- 2 6-2 -12 0.5-4 0.1_3 Scale = 1:59.4 2x4 II 2x4 11 • 2x4 I I 2x4 1 1 2x4 = 2x4 1 2x4 I 2x4 II 2x4 II 2x4 11 2x4 I I 2x4 I I 2x4 I I 2x4 11 6x10 MT18H = 4.00 12 :: .�����L • 3 / —ST, ST8 �. ..' 2x 1 2x4 2 q 9 40 .� s 4 5 • i' 5 1,1 I m e:, N 2 ^ •R1 N ri 5x7 = 12 44 45 11 10 46 47 9 48 49 50 51 ' 2x4 11 7x14 MT2OH = 3x4 = 7x10 = 3x8 = 7 7-0-0 6-2-15 6-2-15 - 13 19 -5 -13 26 -0-4 Plate Offsets (X,Y): 12:0- 3- 3,Edgej, 13:0-5-0,0-2-01, 1 1:0- 3- 8,0- 1 -81, 113:0 -2- 8,0-1 -01 I 6 67 I LOADING (psf) SPACING 2 -0 -0 CSI DEFL in 9-11 1/47fl 240 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.66 9 -11 >471 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.74 9 -11 >416 180 MT2OH 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.18 8 n/a n/a MT18H 244/190 BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight 227 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2 -6-3 oc purtins, except T2,T4: 2 X 6 SYP No.2 end verticals. Except: BOT CHORD 2 X 4 SYP No.1D WEBS 2 X 4 SYP No.3 *Except* 2 -8 -0 oc bracing: 3-4 W4: 2 X 4 SYP No.2 3 -3 -0 oc bracing: 4-6 OTHERS 2 X 4 SYP No.3 6 -0 -0 oc bracing: 6 -7 BOT CHORD Rigid ceiling directly applied or 2 -10 -15 oc bracing. WEBS 1 Row at midpt 3- 11,6 -8 JOINTS 1 Brace at Jt(s): 7, 4, 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (Ib /size) 8= 2266/0 -3-4, 2= 1580/0 -3 -8 Installation guide. Max Horz 2= 201(LC 5) Max Uplift8=- 1889(LC 6), 2=- 1401(LC 3) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 4078/3464, 3-36 =- 5781/4952, 36 -37 =- 5782/4952, 37 -38 =- 5783/4952, 4-38 =- 5785/4953, 4- 39=- 4815/4020, 39- 40=- 4815/4020, 5-40 =- 4815/4020, 5-6 =- 4815/4020, 7- 8= 443/423 BOT CHORD 2 -12= 3325/3806, 12 -44 =- 3327/3801, 44 -45 =- 3327/3801, 11 -45 =- 3327/3801, 10-11= 4951/5783, 10-46 =- 4951/5783, 46- 47= 4951/5783, 4748 = 4951/5783, 9-48 =- 4951/5783, 9-49 =- 4020/4815, 49- 50= 4020/4815, 50 -51 =- 4020/4815, 8 -51= 4020/4815 WEBS 3 -11 =- 1733/2266, 4 -11 =- 579/554, 4 -9 =- 1030/991, 6 -9= -435/674, 6-8 =- 4978/4165 \ \ \\ 1 1 1 1 c I 1 f/ //// NOTES (15 -18) •�\ s J k ` (■ / // , • 1) Unbalanced roof live loads have been considered for this design. \ \CEN$� • `� • 2) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable en? zone; Lumber DOL =1.60 plate grip DOL =1.60 = 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry _ O 34869 / • -- Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 4) Provide adequate drainage to prevent water ponding. _ 5) All plates are MT20 plates unless otherwise indicated. 6) Gable studs spaced at 1 -4 -0 oc. - , 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•(\ STATE OF 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6-0 tall by 2 -0 -0 wide • , C fit between the bottom chord and any other members. CQR1pP C, ■ 9) All bearings are assumed to be SYP No.2 . /0 �� \ 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) / / / // NA ,\\ \ \ • 8 =1889, 2 =1401. aggiatmombreaks including heels" Member end fixity model was used in the analysis and design of this truss. August 23,2011 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0111.7473 BEFORE USE. f Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. A ppl � ic bdi$ of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Lee 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 ANS1/TPI1 Quality Criteria, DSB -89 and ICSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Qty 'Ply I 384899 702 MONO TRUSS 44 1 148982x. Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:09 2011 Page 1 1 1 4 0 7.0.11 ID: hkKOfelE4u w ?f0erxyl? i 1-4-0 I 7 -0.11 I 13 -3-4 I 19 -6i -0 28 -0-4 6'2'9 62 -12 { 6-8-4 I Scale = 1:50.5 7 ,,II 3x4 6 3x4 % 3x4 % 5 4.00 12 4 0 1 i: 2x4 \.: q �r 3 i . / I i 2 1,: 1 B7 .1 O .: BY 3x6 = 11 10 9 12 13 3x4 = 3x4 = 8 3x4 = 6x8 = I 9-1-7 I 17 -5 -1 26-0-4 9-1-7 8 -3-11 I 8-7 -3 I LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.20 8 -9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.35 2 -11 >880 180 BCLL 0.0 • Rep Stress Incr YES WB 0.41 Horz(TL) -0.06 8 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 139 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -0-8 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 4-4-8 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 8= 924/0-3 -4, 2= 936/0 -3 -8 Max Horz 2= 449(LC 4) Max Uplift8=- 500(LC 4), 2=- 469(LC 4) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2050/1539, 3-4 =- 1776/1325, 4- 5=- 1679/1340, 5 -6 =- 999/654 BOT CHORD 2 -11 =- 2021/1887, 10 -11 =- 1348/1301, 9- 10=- 1348/1301, 9-12 =- 709/701, 12 -13 =- 709/701, 8- 13=- 709/701 WEBS 3 -11= 376/527, 5 -11 =- 460/484, 5 -9 =- 588/718, 6 -9 =- 492/656, 6 -8 =- 986/1006 NOTES (7 -10) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.0psf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 4) All bearings are assumed to be SYP No.2 . \ ``, I I ( f / / 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 8= 500, \\ c // 2 =469. \\ S S • K // 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. - • " • • ' • - • 7) This manufactured product is designed as an individual building component. The suitability and use of this component for any particular: L \C'E ' S L ' �� / building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. � 8) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) O 34869 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435_ r LOAD CASE(S) Standard - / 4 OF .• ••• �1•ORIOP•••• *0- N ''',7.6N.,—,. i NAi- \\ �/ J /III ►1 \\ August 23,2011 A, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 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 Quolity Cr9eda, DSB -89 and ICSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. OCTOBER 25, 2010 TRUSSED VALLEY SET DETAIL ST- VALLEY HIGH WIND1 111/110D MiTek Industries, Chesterfield, MO Page 1 Of 1 II SPECIFICATIONS 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT MiTek Industries, Inc. DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A GABLE END, COMMON TRUSS 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. -- I I �� II I II - -�� -- II ° I II II / „ ii ,I / I ❑ , II I II ,,11 I 1, II I II , II i 11 I II 1 1 I I II` i I VALLEY TRUSS TYPICAL BASE TRUSSES - - -_ - VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS P riF OR GIRDER TRUSS +r I SEE DETAIL "-- I N4441%%4444 A BELOW (TYP.) \ SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. WIND DESIGN PER ASCE 7 -98, ASCE 7 -02, ASCE 7 -05 MAXIMUM WIND SPEED = 146 MPH MAX MEAN ROOF HEIGHT = 30 FEET ATTACH 2x4 CONTINUOUS NO.2 SYP ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 TO THE ROOF W/ TWO USP WS3 (1/4" X 3 ") CATEGORY II BUILDING WOOD SCREWS INTO EACH BASE TRUSS. EXPOSURE C lt,,,,,,,,,,,„,,,\Ik I 1 t t l l l l l l 0 WIND DURATION OF LOAD INCREASE : 1.60 'fi \ �/ MAX TOP CHORD TOTAL LOAD = 50 PSF i ,\\\_ ,MS S 7 /i � MAX SPACING = 24" O.C. (BASE AND VALLEY) � \ • • ... " ,C. i� MINIMUM REDUCED DEAD LOAD OF 6 PSF ■ I 0 ` \CENSF' . `� ON THE TRUSSES ' • N 34869 ! - • I I ct _ 1 ;0 • 22/11 W� STATE OF • 1 �- DETAIL A i // S FLORID �( j (NO • SHEATHING) / /,, ON \\\\ N.T.S. 1109 COASTAL BAY BOYNTON BC,FL 33435 FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST- STRGBCK WI LD MiTek Industries, Chesterfield, MO Page 1 of 1 1 II j M1 A ' ` '; - 1 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 0 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek Industries, Inc. ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL USE METAL FRAMING WEB WITH VERTICAL SCAB WITH (3) - 10d NAILS C T INSERT WOOD SCREW THROUGH OUTSIDE ANCHOR TO ATTACH (0.131 "x 3 ") (3) - 10d NAILS (0.131" x 3 ") FACE OF CHORD INTO EDGE OF (DO NOT USE DRYWALL TYPE SCREWS) BACK TO TOP CHORD REWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131 "x 3 ") minionownir 2.4\ irlAhammiliNF,:r•st‘ppplor BLOCKING BEHIN I \ D THE _ VERTICAL WEB N ATTACH 2x4 VERTICAL TO FACE RECOMMENDED WHILE OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD NAILING THE STRONGBACK WHILE BOTTOM CHORD WITH (2) - 10d WITH TWO #12 x 3" \ NAILS (0.131" x 3 ") IN EACH CHORD WOOD SCREWS (.216" DIAM.) i NV•Ak 'AI j11( I / / 1 , USE METAL FRAMING f / \ ANCHOR TO ATTACH ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE TO BOTTOM CHORD WEB WITH (3) - 10d NAILS SCAB WITH (3) - 10d NAILS FACE OF CHORD INTO EDGE OF (0.131" x 3 ") (0.131" x 3 ") STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS -, 2x6 4 -0 -0 WALL — BLOCKING � � \` ` t ` ,, I I I I I � !' l / / / � Ir STRONGBACK (TYPICAL SPLICE) �► (BY OTHERS)1 (BY OTHEF�S)\ \ V\vs S ' r � i // i \ J.• oCENS •. V 0 /!� rm. �1 • * N.. 34869 _ ; 6 /22/11 : • W; �� re. — STATE OF • ,' THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, i '' •.' - CORID P • • • DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' -0" LONG �i/ S • 4 \\ • (0.131" EN E RED ON S SPLICE AND JOINED WITH (12) - 10d NAILS / / /1� i \\ \\ ALTERNATE METHOD OF SPLICING: 1109 COASTAL BAY OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' -0" AND FASTEN WITH (12) - 10d BOYNTON BC, FL 33435 NAILS (0.131" x 3 ") STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) JANUARY 1, 2009 Standard Gable End Detail I ST -GE120 -001 SALO MiTek Industries, Chesterfield, MO T ypical _x4 L -Brace Nailed To 2x Verticals W /10d Nails, 6" o.c. Vertical Stud L _ n ( - 16d Common - ,A . � Wire Nails , ` DIAGONAL ■ Vertical Stud ,, ` BRACE MiTek Industries, Inc. '`� - -� 16 Common DIAGONAL BRACE SECTION B -B 11‘ � Wire Nails a' -o" o.C. MAX — m ill Spaced 6" o.c. • (2) - 10d Common : 2x6 Stud or Ail TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. r� Typical Horizontal Brace 12 Varies to Common Truss Nailed To 2x_ Verticals , SECTION A A 2x4 \ S tud w/(4)-10d Common Nails li � �wr ,,, �te 's ,, A'or �1. SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST Ail ,„ DRAWINGS FOR DESIGN CRITERIA il TWO TRUSSES AS NOTED. TOENAIL BLOCKING '. TO TRUSSES WITH (2) - 10d NAILS AT EACH END. . ., lN 3x4 = ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. %/ /// /// IAIAI /y / 'y i / / i ' / i (4) - 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK ' * - Diagonal Bracing * * - L- Bracing Refer Refer to Section A -A to Section B -B 24" Max Roof Sheathin• NOTE: 1. MINIMUM GRADE OF 42 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND — '�•� ♦�= / WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 1' - 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. Max. 2) - y ' � ` ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT ax. / / 1� ♦� (2) - 10d NAILS BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB 4" /\/ • OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF 0 -_, ♦ ♦♦ / \ DIAPHRAM AT 4' -0" O.C. ♦ iTrUS " -s @ 24" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A I �♦ 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL Pl• _ BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ci ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. 1( (REFER TO SECTION A -A) Diag. Brace \ / AT TACHED TO VERTICAL WITH (4) DIAGONAL BRACE SPACED 48" O.C. 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS 11240. at 1/3 point AT COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. ` 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed - -, \ TO BLOCKING WITH (5) - 10d COMMONS. TYPE TRUSSES. End Wall 1 �— HORIZONTAL BRACE \ (SEE SECTION A -A) Minimum D IAGONAL 2 DIAGONAL m Stud Size Stud Without 1x4 2x4 BRACES AT Suedes Spacing Brace L -Brace L -Brace BRACE 1/3 POINTS \, t t t t 111, and Grade Maximum Stud Length �� •\\ \ ` K / 2x4 SPF Std /Stud 12" O.C. 4-3-2 4 -7 -6 6-6-5 8-6-3 12 -9 -6 ` \ � O S ' <.� � 2x4 SPF Std /Stud 16" O.C. 3 -10 -7 4 -0 -0 5 -7 -13 7 -8 -14 11 -7 -5 * ; * 2x4 SPF Std /Stud 24" O.C. 3 -2 -0 3 -3 -2 4 -7 -6 6 -4 -0 9 -6 -0 N.. 34869 X Diagonal braces over 6' -3" require a 2x4 T -Brace attached to W one edge. Diagonal braces over 12' -6" require 2x4 I- braces - 0 attached to both edges. Fasten T and I braces to narrow edge STATE OF ��: of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of diagonal length. �i� • •. F/; 6.1 IMAXIMI IM WINn SPFFIN - 12n MPH / / // O' V " \ \ \\ MAX R IIBO ILDINGHT = 30 FEET 1109 COASTAL BAY EXPOSURE 8 or C BOYNTON BC, FL 33435 ASCE 7-98, ASCE 7 -02, ASCE 7 -05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. 6/22/11 DURATION OF LOAD INCREASE : 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. . . 100A -08 VLORID . ENERGY EFT I IEIWY CODE FOR. BUILDING Florida Department of Community Affairs Residential CONSTRUCTION Fetfiormance Method A Project Name: Hab Bchs 1 Story 5 Bedroom Attached Street: Q P art 5 L )c P e r mit Name: Habitat For Humanity Beaches I City, State, Zip; Atlantic Beach , FL , 32233• Permit Office: Duval f Owner: Habitat For Humanity Beaches Permit Number. Design Location: FL, Jacksonville Jurisdiction: 261300 1. New construction or existing New (From Plans) 9. Wall Types (1376.0 sgfi) Insulation 2. Single family or multiple family Multi- family a. Frame - Wood, Exterior Area 3. Number of units, if multiple family 1 R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 4. Number of Bedrooms d. N/A R= 5 d. N/A ft' S. Is this a worst cased R= ft' No 10. Ceiling Types ft. (1509.0 s q 6. Conditioned floor area ft' ) Insulation Area ( ) 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' 7. Windows(140.7 sqft.) Description Area b. N/A R= 112 a. U- Factor: Dbl, U =0.35 c. N/A R= ft' 140.70 ft' SHGC: SHGC =0.33 11. Ducts b. U- Factor: N/A ft" a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft' SHGC: c. U- Factor: 12. Cooling systems N/A ft' a. Central Unit SHGC: Cap: 30.0 ER; 1 r d. U- Factor: N/A ft' SEER: 14 SHGC: 13. Heating systems e. U- Factor: N/A ft' a. Electric Heat Pump Cap: 30.0 klEitu/hr 8 SHGC: HSPF PF: 8 8. Floor Types (1509.0 sqft.) Insulation Area 14. Hot wa ter systems a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft' a. Electric b. N/A R= Cap: 40 gallons EF: 0.92 b. Conservation features c. N/A R= None 15. Credits None Glass /FtoorArea: 0.093 Total As -Built Modified Loads: 28.51 /� T SS otal Baseline Loads: 35.20 �K I hereby certify that the plans and specifications covered by Review of the plans and • ..'. this calculation are in compliance with the Florida Energy specifications covered by this .' ' 1 ��� THE ..- F Code. calculation indicates compliance / ' ' y �� . r�t` t t' a�� with the Florida Energy Code. PREPARED BY. _ v „ '�j DATE: _____ - Before construction is completed 1 S „„ "�'� -. tl C - this building will be inspected for = V ; compliance with Section 553.908 0 ' I hereby certify that this building, as signed is in compliance Florida Statutes. a +/ _ ' with the Florida Energy Code. l � 5� OWNER/AGENT: - 1 Y .COD WE �: ,,. BUILDING OFFICIAL -. ,...' " I DATE: _ ._______ anrw'w,m0vy 1 , F iZ?coP y ,ft. f � e a4 s/sno 11 1:16 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 DOORS V # Ornt Door Type Storms 1 E Wood U -Value Area 2 N Metal 0.36 20.09999 Wood None 0.460000 19.75 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U- Factor SHG C Storms Area Depth Separation Int Shade Screening 1 S Wood Low -E Double Yes 0.35 0.33 N 30 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 2 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 3 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 4 E Wood Low -E Double Yes 5 E Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 6 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 7 E Wood Low -E Double Yes 0.35 0.33 N 15.29999 1 ft 0 in 1 ft 0 in HERS 2006 None 8 S Wood Low -E Double Yes 0.35 0 -33 N 20.39999 4 ft 0 in 1 ft 0 in HERS 2006 None / INFILTRATION & VENTING v Method SLA CFM 50 ACH 50 ELA ---- Forced Ventilation - - -- Run Time Fan EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1425 7.08 78.2 147.1 - n 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency cy Capacity Air Flow 1 SHR Ducts Central Unit -- - None SEER: 14 30 kBtu /hr 900 cfm 0.75 sys #1 HEATING SYSTEM # Efficiency Capacity System Type Subtype Effici __ _- -- _ -- Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 HOT WATER SYSTEM T # System Type EF 1 -- — - _ Cap Use SetPnt Conservation Electric - - -- 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM F SEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' 9/9/2011 1.19 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 Julius Lee RE: 384899 - 1109 Coastal Bay Blvd. Site Information: Boynton Beach, FLL 3 435 Project Customer: BEACHES HABITAT Project Name: 384899 Model: 1 STORY 5 BED 3 a O a c c v v Lot/Block: Subdivision: o a P. Address: 96 -98 W 3RD STREET n w c ° Ce City: DUVAL State: Florida c ce c N i a' Q� ro v 1— Name Address and License # of Structural Engineer of Record, If there is one, for th u w Name: Paine, Lawrence A., PE License #: 21475 IS Address: 319 Oglethorpe Blvd. t L7 City: St. Augustine State: Florida C9� a a General Truss Engineering Criteria & Design Loads (Individual Truss Desi n Drawi x � F C E E n N. Lu in Loading Conditions): 9 r SCaSp�ecal Design Code: FBC2007/TPI2002 l ' 2 - N Wind Code: ASCE 7 -05 Wind Speed: 120 mph D esign Program: MiTek 20/20 7.3 1 E M ' *.'1 o o Roof Load: 32.0 psf p Floor Load: N/A psf . This z This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawi(� . L c n u_ With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer an is �ex a if a .§t e ms , a conforms to 61G15- 31.003, section 5 of the Florida Board of Professional En ineers Rule 3 ° ' a LL This document processed per section 16G15- 23.003 of the Florida Board of Professional . v leg a v In the event of changes from Builder or E.O.R. additional coversheets and drawing mi acyiro o any a this coversheet. The latest approval dates supersede and replace the previous dril ing`sc - p, _ Seal# Truss Name Date T. _ m v 2 > a 1 14896242 CJO1 8/23/011 Y ` y 1 I 14896243 I CJ02 a v t` 0 c 13 114896244 18/23/011 ' o � - v L' ;v no 1 CJO3 1 8/23 t - o 14 114896245 1 CJO4 _.. ° 0 4 ° 8/23/011 a E 15 .114896246 1 EJ01 ° v 16 8/23/01 , r iir f 14896247 1 EJ02 i8/23/011 1 114896248 LEJ03 Ls 114896249 IEJO4 — 8/23/011 19 114896250 1 HJO1 18/23/011 110 1 14896251 I HJ02 18/23/011 y 111 114896252 1 TO 1 G 18/23/011 112 114896253 1 T02f 8/23/011 f . f The truss drawing(s) referenced above have been prepared by MiTek i Industries, Inc. under my direct supervision based on the parameters \ K � provided by Builders FirstSource (Jax). .. • ENsk. •.•��, Truss Design Engineer's Name: Julius Lee No 869 My license renewal date for the state of Florida is February 28, 2013. , _ NOTE: The seal on these drawings indicate acceptance of = � ' / professional engineering responsibility solely for the truss %I STATE OF � '� components shown. The suitability and use of this component F < oRt I. • ' 0 for any particular building is the responsibility of the building Sy sss, designer, per ANSI /TPI -1 Chapter 2. / NA1 \\` 1 of 1 �/ / // i 1 t 1 1 i �Al 23,2011 Julius Lee