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Permit Bldg SFR 1738 Selva Marina Dr 2010 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 1/20/12 Parcel Number 172007 -0000 - Property Address . . 1738 SELVA MARINA DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RES SF LRG -LOT DISTRICT Owner FORSYTH V ALLISON Contractor ELITE HOMES INC. 904 241 -5251 Application number . . 10- 00001345 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . . . TYPE 5 -A Occupancy type . . . . RESIDENTIAL Flood Zone ZONE X Special conditions . . 2007 Florida Building Code with 2009 Revisions Approved Bui i Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: (Y-n c ) 2 / 2___ Contractor Name: G� /6/,/-A,-,---,,,(---, e- Permit #: /0 / .5 er Address: / 2 3S-' " � Property /"` L- �-` � - , P tY 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: .1 O Single- Family Residence El Commercial 0 Other: Lowest Floor Elevation: Z Required As uilt FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works / (, - -7'2- A g- f 2 / //ice Public Utilities / _ „ /z- 4- , (AA) Building �: /_ 2 -/Z // j -/Z /t/t(7 Planning 7-- ( --/2 -- /- ( 9 - / 2L- Tree Mitigation _ / Z Satisfied / -- 6 -_.. f / Final Survey with FFE i ig� ` Yes No P,./L.- All Re- Inspect Fees Paid / Yes No Termite Treatment Yes No 112Tarner Pest A^ Control What's Bugging You? CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION INFORMATION REQUIRED AS PER FLORIDA BLDG CODES 104.2.6. & 1816.1 CONTRACTOR: Elite Homes PERMIT*. 101345 • SITE LOCATION: 1738 SeIva Marina Dr Atlantic Beach, FL 32233 -5618 DATE OF TREATMENT: 01118/2012 TIME OF TREATMENT: 01:00:00 PM AREA TREATED: SQUARE FOOTAGE: 3658 LINEAR FOOT: 516 IDENTITY OF APPLICATOR: MURPHY, PHILLIP PRODUCT NAME: BORA -CARE, PREMISE PRO TERMITICIDE, PREMISE PRO .1% CHEMICAL NAME: DISODIUM OCTABORATE TETRAHYDRATE, IMIDACLOPRID, IMIDACLOPRID (DIFFERENT FROM PRODUCT) (FOR BAIT SYSTEMS -LIST CHEMICAL NAME THAT WILL BE USED IF TERMITES ARE DETECTED) PERCENT CONCENTRATION: 23.00%, 0.05 %, 0.10% (FOR BAIT SYSTEMS -IF YOU DONT HAVE THE % =TELL HOW MANY STATIONS PER FOOT) NUMBER OF GALLONS: 5.10GA, 74.000A, 430.000A (FOR BAIT SYSTMS —ENTER # OF STATIONS USED) FINAL STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRIGULTURE AND CONSUMER SERVICES. I GREE THAT THE ABOVE INFORMATION IS CORRECT AND REFERS TO THE ADDRESS LISTED ABOVE: ARD ` = 17 St CE D PE 7 CO • " OR TUR • C . NTROL, LLC. MAIN OFFICE 480 EDGEWOOD AVENUE SOUTH JACKSONVILLE, FL 32205 PHONE: 904 -355 -5300 FAX: 904- 353 -1488 White, Debbie From: Nodine, Phil Sent: Monday, January 09, 2012 2:57 PM To: White, Debbie Subject: FW: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Good to Go for Public Works From: Carper, Rick Sent: Monday, January 09, 2012 2:57 PM To: Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Found it — good to go. Rick Ricky L. Carper, P.E. Public Works Director /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper @coab.us PH: (904) 247 -5834 Fax (904) 247 -5843 From: Nodine, Phil Sent: Monday, January 09, 2012 2:47 PM To: White, Debbie; Carper, Rick Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Rick, Chris has done everything at the job site if you have your surveys this CO will be good for Public Works. Phil From: White, Debbie Sent: Friday, January 06, 2012 4:35 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST To ALL: Elite Homes has requested a certificate of occupancy on 1738 Selva Marina Drive for Monday. Please email me the results of your inspection. Thank you, Debbie W Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 1 White, Debbie From: Nodine, Phil Sent: Thursday, January 19, 2012 8:21 AM To: Carper, Rick; White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST They are OK for Public Works From Carper, Rick Sent: Thursday, January 19, 2012 8:11 AM To: White, Debbie; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Debbie & Phil, I have the as -built survey documenting stormwater storage (delivered by Chris Tuesday). Phil, if no other discrepancies, the ready for CO. Ricky L. Carper, P.E. Public Works Director /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(a7coab. us PH: (904) 247 -5834 Fax: (904) 247 -5843 From: White, Debbie Sent: Thursday, January 19, 2012 8:04 AM To: White, Debbie; Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Mr. Lambertson would like his C/O on this new home. So far I have approvals from Malcolm, Mike Jones and Phil Nodine. Please inspect and email me the results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX From: White, Debbie Sent: Friday, January 06, 2012 4:35 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST To ALL: Elite Homes has requested a certificate of occupancy on 1738 Selva Marina Drive for Monday. Please email me the results of your inspection. Thank you, Debbie W White, Debbie From: Carper, Rick Sent: Thursday, January 19, 2012 8:13 AM To: Carper, Rick; White, Debbie; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Sorry, he dropped off 1210 SM Circle Tuesday. 1738 SM Drive had already been received. Ricky L. Carper, P.E. Public Works Director /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(a�coab. us PH: (904) 247 -5834 Fax: (904) 247 -5843 From: Carper, Rick Sent: Thursday, January 19, 2012 8:11 AM To: White, Debbie; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Debbie & Phil, 1 have the as -built survey documenting stormwater storage (delivered by Chris Tuesday). Phil, if no other discrepancies, the ready for CO. Ricky L. Carper, P.E. Public Works Director /City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(a�coab. us PH: (904) 247 -5834 Fax: (904) 247 -5843 From: White, Debbie Sent: Thursday, January 19, 2012 8:04 AM To: White, Debbie; Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Mr. Lambertson would like his C/O on this new home. So far I have approvals from Malcolm, Mike Jones and Phil Nodine. Please inspect and email me the results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 From: White, Debbie Sent: Friday, January 06, 2012 4:35 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST To ALL: Elite Homes has requested a certificate of occupancy on 1738 Selva Marina Drive for Monday. Please email me the results of your inspection. Thank you, Debbie W Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 2 White, Debbie From: Hall, Erika Sent: Thursday, January 19, 2012 8:11 AM To: White, Debbie; Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm Cc: Jones, Mike Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST The related tree permit for development of 1738 Selva Marina Drive, 10- 00100017, was closed in AS400 on 10/13/2010. Thanks, Erika From: White, Debbie Sent: Thursday, January 19, 2012 8:04 AM To: White, Debbie; Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Mr. Lambertson would like his C/O on this new home. So far I have approvals from Malcolm, Mike Jones and Phil Nodine. Please inspect and email me the results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX From: White, Debbie Sent: Friday, January 06, 2012 4:35 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST To ALL: Elite Homes has requested a certificate of occupancy on 1738 Selva Marina Drive for Monday. Please email me the results of your inspection. Thank you, Debbie W Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Walker, Chris Sent: Thursday, January 19, 2012 9:33 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Everything is good to go ! From: White, Debbie Sent: Thursday, January 19, 2012 9:31 AM To: Walker, Chris Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST 1738 Selva Marina Dr Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX From: Walker, Chris Sent: Thursday, January 19, 2012 8:06 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST And where would his new home be ? From: White, Debbie Sent: Thursday, January 19, 2012 8:04 AM To: White, Debbie; Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: RE: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST Mr. Lambertson would like his C/O on this new home. So far I have approvals from Malcolm, Mike Jones and Phil Nodine. Please inspect and email me the results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX From: White, Debbie Sent: Friday, January 06, 2012 4:35 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika Cc: Jones, Mike Subject: CERTIFICATE OF OCCUPANCY INSPECTION REQUEST < 0��P• Z0 W HZ [ r n n to .3 XI <0 o 0 z r N O� • • p. 0 > 0 td M • • i • H 0 Pi W r M • 0�C H rhl M •• H ua o rM 0 H • MUl • N'j H <7r H .-3H O n- to N MM ooiC M M` ICJ O I x x � I-• 0 0 0 m wo C3 x•• q En • t Hi H, N I orfn N O ro H cn H7.' H H 0 CO • r z M til zo o z • t. H En 3 O Z H En W M 0 0 0 E H n H H n M O H zz x ° z 0 3 H Z HH 0 ro ro 0 x n H xxa M1C M OO 0 M m zzd 4H M M H O (0 0 0 3 M H H to to N H 0 0 H 0 M M r to 0 N V1 CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: 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: Q Single - Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works / Public Utilities Building Planning Asat al t t for �� Tree Mitigation 1 0-0 Satisfied CA-0-%1) CA ION 2O0 Taut -� Final Survey with FFE - Yes No All Re- Inspect Fees Paid Yes No Termite Treatment Yes No Jun 22 11 11:02a Elite Homes, Inc. 904 -241- 9748 p.1 E. Y POWER AGREEMENT & RELEASE r,r - CITY OF ATLANTIC BEACH Ekctric power is reque- • now under the conditions and terms of this fully executed Agreement & Release Job Address: Wt. Permit No. /0- l I5 Service Type (Circle One): Overhead nderground We the undersigned -• Contractor and Electrician understand and agree: 1. "Early Power" is • 1 for our consstrtiction nvenience, it is not required by Codes and does not substitute for Final • - ions or the C!0 (Gerra�� tt ofOceopancypliat must be issued before occupancyy, and as such is at the • scretion of the Building Ot�"icial. 2. The City of Atlan '• Beech will make a special inspection for to the early power energizing. All rough inspections must ha pnor Approval, including meter base Connections. 3. Occupancy or use the new construction before formal C/O constitutes fraudulent use of the early electric service. '_ ch action is expressly prohibited and nali by The City of Atlantic Beach Ordinances. A viol ion of this Agreement shall result in a re4uest for prompt removal of electric service a er a twenty -four yr notice. • 4. "Early Power" rel = authority i$$ the Electrician and/or the Contractor and must not occur before: Equipment, vices and fixtures are installed (or blanked off) safely is. . Pan�elu co • lete with breakers au¢ cover, and (labeling required t final inspection). c. Service co. - tion ' d is complete. d. The electric stem has safely passed •• • ugh electrical check. e. Meter can i '; • rrttanentl marked with : • • ss. f. Temporary dress numbers displayed ('etmanent numbers are required for C/O). 5. This fully comp form is to be submitted to the Building Department by hand, mail or fax 6. Future such Ag - . eats will not be accepted from those who violate army o*e of the above items. CONTRACTOR A / "'-- -- DATE 2Z- /j PRINT NAME �7 _ ELECTRICIAN 111 DATE 6 -22 If PRINT NAME aik- .Nb f !At 800 Seminole Road, Atlantic Be tch FL 32233 51.4% t ,i#www.coati.us rtv �l 3 0 D 9 phone: O4)24� -Si126 Trex:l944�D) - ` ` s CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD . = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00001345 Date 11/17/10 Property Address 1738 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 450000 Application desc new home Owner Contractor FORSYTH V ALLISON ELITE HOMES INC. 2345 SEMINOLE REACH CT 2038 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -5251 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 1530.00 Plan Check Fee . . 765.00 Issue Date . . . Valuation . . . . 450000 Expiration Date . 5/16/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS If on -site storage is required, a post construction topographic survey documenting proper construction will be required. A post construction topographic survey documenting proper construction of on -site storage will be required. No parking at any time on Selva Marina median. Other Fees STATE DCA SURCHARGE 22.95 DEV REVIEW - SINGLE & 2 -FAM 50.00 STATE DBPR SURCHARGE 22.95 SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV PRE APP >3 HRS 50.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. *; 11-AN:r ic\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 10-00001345 Date 11/17/10 Other Fees WATER CONNECT/TAP & METER 800.00 WATER CROSS CONNECTION 50.00 WATER SDC-SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 1530.00 1530.00 .00 .00 Plan Check Total 765.00 765.00 .00 .00 Other Fee Total 6185.90 6185.90 .00 .00 Grand Total 8480.90 8480.90 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: Mt 1'h M4C ,c' T 2i 't Permit Number: /3yS Legal Description l—ot" 1 $(06.c- 1 5e3 v4 AIAA A.hor Parcel # Valuation of Work $ 4 Class of Work (circle one): 402b Addition Alteration Repair ■A eve Demolition pool/spa window /door Use of existing /proposed struc u • s (circle one): Commercial ' esi• en is 1 If an existing structure, is a fire sprinkler system installed? (Circle one): ' es 10 N /A Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: Mew $■0 FA•,,;1 ,c• Property Owner Information: D �, Name: U, AA 'S. i �ar'y i Address: (9 Ot�e, ROA. („4; City L 1 State &Zip 3Z.Z- 3 Phone ,f/o'(- 7/6 - 37? 7 E -Mail or Fax # (Optional) Q ors 19 be A) ekois • C. Contractor Information: Company Name: 1tfi- itchwes Tqvc,, Qualifying Agent: GiNfis (.44100138: Address: 3S1 DA 5•treat City _Al/.4.4hC. 64.4414. State Fes. Zi. 34;623 Office Phone ?A i •sag( /34R-Z-601Job Site/ Contact Number c . .1.• ri, ax ° -ARM Fla. State Certification/Registration # CANC.- 05919 o '1 ' " 1 OR 1 1 1 v ' . CE Architect Name & Phone # CITY OF ATLANTIC BEACH Engineer's Name & Phone # 14,A, I>erq 6 N tNeenivq %b - o1�}O 1 SRF PERMITS FOR ADDITIONAI. Fee Simple Title Holder Name and Address a /. NI., •• 4, 1 Fairsytk REQUIREMENTS AND CONDITIONS. Bonding Company Name and Address iV4. // / 6 — Mortgage Lender Name and Address 4/4 REVIEWED BY: fr DATE: Application is hereby made to obtain a permit to do 1' •t'", ,. "" ' `' '' it o'�ns to ica ect certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perform:'.% o t s dar I e ting construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) mon' o tr ion d or abandoned for a period of six (6) months at any time after work is commenced. 1 understand that separate perlta n fist b se red rice Ito , Plumbing, Signs, Wells, Pools, urnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. f �, If WARNING TO OWNOETat RW O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to gave author to violate or cancel the provisions of any other federal, state, or local law regulating construction or the per ormance of construction. / r ,S ignature of Owner i �, Signature of ContractorC. ew»� Print Name `(, A ) Print Name 041s Sworn and subscribed before me Sworn and subscribed before me this Day of /V/avi, rie,e , 20 / (-) this / — Day of j/o vc,, -T6 e"2 , 20 /6 Notary Public 1 ti g a,, KAREN C. HOFFMAN k Notary Public If .. ' Commission # DD 997184 p ' ., KAREN C. HOFFdt ised 1.26.10 ' �4P,,` � ' BoMed ExpireThru Js roy un Fain Ine 25, 201nce 4 � 800.3187019 . '__ Commission # DD 997184 sura - _ • .�-.. a Expires June 25, 2014 ' ,p, i''''• Bonded Thru Troy Fain Insurance 800-385-7019 DO NOT WRITE BELOW - OFFICE USE ONLY )plicable Codes: 2007 Florida Building Code wl 2009 Revisions eview Result (circle one): PP rove Disapproved Approved w/ Conditions .eview Tnitials/Date: /! //-/e-/O D evelopment Size [abitable Space 37V/ s. ' Non-Habitable • impervious area 30 c/o ; adonlD CAIDBPR$ discellaneous Information )ccupancy Group R ?ype of Construction V d \lumber of Stories o Z ' oning District g 3 VIax. Occupancy Load ire Sprinklers Required yv4 Flood Zone Conditions /Comments: NOTICE OF COMMENCEMENT S-- (PREPARE IN DUPLICATE) Permit No. / 0 -- / 3 ii J � Tax Folio No. State of County of To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information Is stated In this NOTICE OF COMMENCEMENT. -7 Legal description of property being improved:�� IJ�O�IL ` r { Address of property being improved: 11 3$ 5 e.tV4 M,bn e.fq D2tve, nw ee U- Pt ho s 223,7 General description of improvements: ,vat) rats 1e i4__ (� AA e. Owner V 3 Address ? 7G Awok ReAc� O(/T. /'tY( 7 C� IJ �Ca►` (' ` 322°33 Owner's interest in site of the improvement -re.- 6 t ...sr k. Fee Simple Titleholder (if other than owner) Name ,44 Address Contractor Cllk ' t __ _ 5 Address 35 \.2_4 H. I31 --•\ lac n-I 1 (- r r , I C Phone No. Fax No. Surety (if any) /4A- Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name /v Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name /{/ Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided In Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name NON/"e- Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY atty/3 OWNER / Beforemethls iffiay of NO et .t/3F0 2c /v in the County of Duval, State of Florida, has Narsorialty appea§rgd V. ij .i Cr Soil) lc/ - c/ r /1 herein by himself/ herself and affirms that all statements dnd declarations herein DOC # 2010258342, OR BK 15419 Page 2029, are true and accurate Number Pages: 1 Recorded 11/04/2010 at 03:27 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL C /).//-------- . COUNTY Not ry Public at Large, State of , County of RECORDING $10.00 My commission expires: Personally Known or Produced Identification l4'' KAREN C HOFFMAN ._ Commission # DD 997184 :: Expires June 25, 2( 4 °r Bonded Thru tro y Fammau .. bWJd57U75 CITY OF ATLANTIC BEACH PRODUCT APPROVAL SPECIFICATION SHEET (short form) As required by Florida Statute 553.842 and Florida Administrative Code 9B -72, please provide the information and approval numbers on the building components listed to be utilized on the construction project for which you are applying. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org Category /Subcategory Manufacturer Product Description FL Approval # (s) EXTERIOR DOORS 7 . p a 1A/3 115f', 1 a. Swinging /huh -iv ccrl. b. Sliding AVV/kire- /' PhkN L ' ,3 c. Sectional /Roll Up \ -� PAP-ek 5 `{`6 d. Other AN CL2J -Zk) CA 2 /1/O4 O – / 10ci 05 WINDOWS a. Single /Double Hung AG ,0 L. u 14 VA) 9 1 pg,2 b. Horizontal Slider c. Casement d. Fixed e. Mullion f. Skylights g. Other PANEL WALL a. Siding b. Soffits c. Storefronts d. Glass Block e. Other ROOFING PRODUCTS a. Asphalt Shingles GA i 3Ot. 1.:AA6,7/2. -FL 10134. 1.6 b. Non - Structural Metal c. Roofing Tiles d. Single Ply Roof e. Other jaw' 1 A t i5 C. wP yr 2 t rL li G75s2, I STRUCTURAL COMPONENTS a. Wood Connectors b. Wood Anchors c. Truss Plates d. Insulation Forms e. Lintels f. Others 2 ST 2u u � c, p ig NEW EXTERIOR ENVELOPE I understand that, at the time of inspection, the following information must be available to the inspector on the jobsite: 1. A copy of the product approval. 2. The list of performance characteristics which the product was tested and certified to comply with. 3. A copy of the applicable manufacturers' installation requirements. Further, I understan product may have to be removed if approval cannot be demonstrated during inspection. / 4/0 Applicant Signature Date I-1:/Product approval spec sheet short form.xlsx • TO: Rick Carper Director, City of Atlantic Beach, Public Works FROM: Chris Lambertson Elite Homes, Inc DATE: April 11, 2010 SUBJECT: 1738 Selva Marina Drive — Construction Site Management Plan 1) Parking plan, access are indicated on Construction Site Management Plan. There is also parking on the right of way. 2) There will not be a construction trailer on this site. The unloading and loading area and material storage are identified on Construction Site Management Plan 3) Location of chemical toilet is identified on Construction Site Management Plan and will be located on owners property 4) Dumpster location is on Construction Management Plan and an approved dumpster company will be used. 5) Traffic control pattern is shown on plan with entrance to property and on -site parking. Adequate parking is available on site and surrounding right of way. 6) The site will be cleaned and picked up for all debris including construction material and all other trash 7) Erosion and Sediment Control will be maintained throughout construction. There will be a silt fence all four sides of the property. The front will remain open for deliveries as designated on the CSMP. The street will be cleaned off on a regular basis or as needed. Stone has been placed at the entrance to minimize dirt in the road. If there is a drop inlet it will be have a silt fence around it and filter fabric placed underneath the grate 8) If city inlet falls within driveway, owner will adjust top of inlet at owner's cost. 9) Drainage plan was submitted when lot was cleared prior to construction. Drainage plan will be revised during construction as field conditions and topography may present a better option. 10) Concrete driveway will be 5 inches thick, 4000 psi, with fiber mesh from the edge of pavement to the property line. Reinforcing rods or mesh will not be placed in city ROW. 11) Driveway will conform to city ordinances even though, plans may show a wider driveway than is allowable be code. Driveway will be called in for inspection prior to completion so that city may inspect concrete on right of way. 12) Roll off container will be from City's approved list. I y t ;t I r' r » � � 5 J , 41.x. -� I Y r 6 "P IM � i��1 PALM a 6WOOD FNCE. r.._ .> _ � +7 % iLM itt5 $ "LAUREL OAK �8tiq 7o M "ern I 21 "PALM� O �7 I "ELM(2) I PALM . 24 "PA $ trh '' i5 ®�4t7 I I a.. eidN ZL E OAK 11 - -- I 0 I j 2 �t�tM I r !j 1 O D Z 1 0 b h t iv FP 21 "PALM C1 221 "PALM n �q "- . v ® 2it 1 5 Z �7 7f75 j r ,t w �0' b 14 4 X b P 20 "PALM�2p 3 t7 /� 5 'PALM it 5 D z 15L M ! i b X (3)*1S L M : ;. tAALM � O „ PALM RI pt7 5'p ' r 2 ti o r*i C) 0 D < ;PALM � e •A ”. XI 425„ �� qt i 25 "ELM I gtm ®22 t PALM 6 t ®7aff ® PSALM (5� t 19'PA M 20 "ELM(3) ELM o PALM F x �ii � tlg / � xg e t i 'PALMS o �� "PA ►z,fHOLLY 17, i i "` $-- .,,__.WOOD FENCE WITH 13 'x � 1 � 3 I t� COLUMNS 25 ELM(, g ' c.,7 �� C3 - I C C $ 1 S 75`25 i ��.. L -7'7, - , - LO m c i m t� 2.- r O O a O r o N N 2 2 1 rn A rh i 0 r- b a co ri QL n� 6 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Allison Forsyth Residence (Revision) Builder Name: Elite Homes Street: Selva Marina Dr Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (5141.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R =19.0 4543.90 ft b. Frame - Wood, Adjacent R =19.0 597.60 ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (4489.0 sqft.) Insulation Area 6. Conditioned floor area (ft 3741 a. Under Attic (Unvented) R =1.0 4489.00 ft b. N/A R= ft 7. Windows(626.3 sqft.) Description Area c. N/A R= ft2 a. U- Factor: Dbl, default 626.30 ft SHGC: Clear, default 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 386.89 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 78.0 kBtu /hr SHGC: SEER: 13 d. U- Factor: N/A ft SHGC: 13. Heating systems (combined) a. Electric Heat Pump Cap: 78.0 kBtu /hr e. U- Factor: N/A fV HSPF:7.7 SHGC: 14. Hot water systems 8. Floor Types (3741.0 sqft.) Insulation Area a. Propane Cap: 3 gallons a. Slab -On -Grade Edge Insulation R =0.0 3741.00 ft2 EF: 0.85 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 64.16 Glass /Floor Area 0.167 PASS Total Baseline Loads: 78.42 I hereby certify that the plans and specifications covered by Review of the plans and . •0'4/RE ST, . . this calculation are in compliance with the Florida 614;J Energy specifications covered by this 1. r : p Code. calculation indicates compliance �,,,,� - ,. : . with the Florida Energy Code. ti in,„ -. ",, .., t, ` ' , PREPARED BY: Before construction is completed ' I a 1a2s�10 : 14 : b - C i DATE: this building will be inspected for .7 • 0 compliance with Section 553.908 , I hereby certify that this building, as designed, is in compliance Florida Statutes. ,r,`•• � I with the Florida Energy Code. , Co WE t4 ... ..... " OWNER /AGENT: _- _ ___- ______ BUILDING OFFICIAL: DATE: DATE: it -l0 • It 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Title: Allison Forsyth Residence (Rev Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 3741 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Rotate Angle: 0 Street: Selva Marina Dr Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single - family FL , New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 75 70 1281 49 Medium FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation 400.8 ft 0 3741 ft 0 0 1 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 4497 ft 1248 ft Medium 0.96 No 19 33.7 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 3741 ft N N CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 4489 ft 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 1 E Exterior Frame - Wood 19 1692.900 0 0.75 2 N Exterior Frame - Wood 19 665.1000 0 0.75 3 E Exterior Frame - Wood 19 387 ft 0 0.75 4 N Exterior Frame - Wood 19 365 ft 0 0.75 5 S Exterior Frame - Wood 19 450 ft 0 0.75 6 S Exterior Frame - Wood 19 290.6999 0 0.75 7 W Exterior Frame - Wood 19 169.1999 0 0.75 8 W Exterior Frame - Wood 19 476 ft 0 0.75 9 NW Exterior Frame - Wood 19 48 ft 0 0.75 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 WALLS # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 10 S Garage Frame - Wood 19 319.5 ft 0 0.01 11 E Garage Frame - Wood 19 116.0999 0 0.01 12 W Garage Frame - Wood 19 162 ft 0 0.01 DOORS V # Ornt Door Type Storms U -Value Area 1 E Wood None 0.460000 24 ft 2 NW Wood None 0.460000 12 ft 3 W Wood None 0.460000 10.80000 4 S Wood None 0.460000 20.09999 WINDOWS Orientation shown is the entered, asBuilt orientation. V Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E Vinyl Double (Clear) No 0.87 0.66 N 41.25 ft 1.5 ft 0 in 7 ft 0 in HERS 2006 None 2 E Vinyl Double (Clear) No 0.87 0.66 N 66 ft 4 ft 0 in 2 ft 0 in HERS 2006 None 3 E Vinyl Double (Clear) No 0.87 0.66 N 24 ft 8 ft 0 in 4 ft 0 in HERS 2006 None 4 E Vinyl Double (Clear) No 0.87 0.66 N 8 ft 8 ft 0 in 2 ft 0 in HERS 2006 None 5 N Vinyl Double (Clear) No 0.87 0.66 N 41.25 ft 1.5 ft 0 in 7 ft 0 in HERS 2006 None 6 N Vinyl Double (Clear) No 0.87 0.66 N 37.5 ft 1.5 ft 0 in 2 ft 0 in HERS 2006 None 7 N Vinyl Double (Clear) No 0.87 0.66 N 20 ft 1.5 ft 0 in 2 ft 0 in HERS 2006 None 8 N Vinyl Double (Clear) No 0.87 0.66 N 33 ft 1.5 ft 0 in 2 ft 0 in HERS 2006 None 9 W Vinyl Double (Clear) No 0.87 0.66 N 33 ft 1.5 ft 0 in 8 ft 0 in HERS 2006 None 10 S Vinyl Double (Clear) No 0.87 0.66 N 10.5 ft 26 ft 0 in 2 ft 0 in HERS 2006 None 11 W Vinyl Double (Clear) No 0.87 0.66 N 126.4000 15 ft 0 in 2 ft 0 in HERS 2006 None 12 NW Vinyl Double (Clear) No 0.87 0.66 N 12 ft 18 ft 0 in 2 ft 0 in HERS 2006 None 13 N Vinyl Double (Clear) No 0.87 0.66 N 33 ft 26 ft 0 in 2 ft 0 in HERS 2006 None 14 N Vinyl Double (Clear) No 0.87 0.66 N 20.09999 3.5 ft 0 in 2 ft 0 in HERS 2006 None 15 W Vinyl Double (Clear) No 0.87 0.66 N 10.80000 15 ft 0 in 2 ft 0 in HERS 2006 None 16 N Vinyl Double (Clear) No 0.87 0.66 N 64 ft 9 ft 0 in 2 ft 0 in HERS 2006 None 17 W Vinyl Double (Clear) No 0.87 0.66 N 33 ft 1.5 ft 0 in 8 ft 0 in HERS 2006 None 18 S Vinyl Double (Clear) No 0.87 0.66 N 12.5 ft 1.5 ft 0 in 2 ft 0 in HERS 2006 None INFILTRATION & VENTING - - -- Forced Ventilation -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 3533 5.96 193.9 364.7 0 cfm 0 cfm 0 0 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 823 ft 823 ft 78.55 ft 9 ft 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 13 60 kBtu/hr 1800 cfm 0.75 sys#0 2 Central Unit None SEER: 13 18 kBtu /hr 540 cfm 0.75 sys#0 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 7.7 60 kBtu/hr sys#0 2 Electric Heat Pump None HSPF: 7.7 18 kBtu /hr sys#0 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Propane 0.85 3 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS / - Supply — – Return - - -- Air Percent �/ # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 223.74 f Interior 124.3 ft Default Leakage Interior (Default) c (Default) % 2 Interior 6 163.15 f Interior 62.75 ft Default Leakage Interior (Default) c (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [X] Jan [X] Feb [XI Mar X Apr [X) May X ] Jun X Jul X] Aug rep ?Si Oct Nov X Dec Heating [X] Jan [X] Feb [X] Mar X Apr [X] May X] Jun X Jul 7C] Aug (X] Sep 'X Oct Nov Xd Dec Venting (X1 Jan [X] Feb [X1 Mar X Apr [XI May Xl Jun X Jul X] Aug [X] Sep )( Oct Nov X Dec 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Selva Marina Dr PERMIT #: Atlantic Beach, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. X 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; x 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. X 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 x 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 x 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. X Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. x 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 clearly marked circuit breaker (electric) or cutoff (gas) X 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 x 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 X accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. _ HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for X each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both x N1102.B.1.1 sides. Common ceiling & floors R -11. 10/26/2010 1:07 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6 NMI NM MI . . Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" ( reprinted at w ww.mii.com) before use. MiTek does not warrant third -party fA iTe k `p lumber design values. POWER TO PERFORM. " I RE: 072610A -REV - ROOF DESIGN INFO MiTek Industries, Inc. 6904 Parke East Boulevard Site Information: Tampa, FL 33610 -4115 Customer Info: ELITE HOMES - FORSYTH RES. Project Name: - Model: - Lot/Block: - Subdivision: - Address: - City: - State: FLA. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007 Design Program: OnLine Plus 27.0.0060 Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 47.0 psf This package includes 5 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T3910063 [ Al 10/26/(110_. - - SHOP DRAWING REVIEW DISPOSITION 2 1T3910064 j A1A 1 3 T3910065 [ A8 10/26/010 ATTENTION: Review of shop drawings is only for conformance with 4 T3910066 1D5 10/26/010 the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop 5 T3910067 D6 10/26/01 drawings Contractor shall determine and verify all fieldmeasurements. [ 0 APPROVED 0 RETURNED FOR CORRECTION ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMMENTS BY /� DATE i (- 1 201C) v 2Q_ HULSBERG E IG NEERING, INC. FL CERT. 25846 11481 ST. A ,USTINE RD. #202 JACKSONVILLE, FL 32258 The truss drawing(s) referenced above have been prepared by MiTek s• i el. S. 4 1.1, Industries, Inc. under my direct supervision based on the parameters .` "•• M • /'. , provided by Allstar Truss. . ‘,V •• • "�G E N S F .''. 0'= • Truss Design Engineer's Name: Magid, Michael : * ; No 53681 My license renewal date for the state of Florida is February 28, 2011. _ ; -p; NOTE:The seal on these drawings indicate acceptance of :� . STATE OF : pro engineering responsibility solely for the truss ,� components shown. The suitability and us e of thiJcomponent ' ' 'O0 F` S ; ' O R 1 ? p'C s ` f ifitii of Iblltltyy h tuilding •�.S /ONA1- E.�`% c eGC�ICIV7PL iAN L+� '� "ig11111i�' CITY OF ATLANTIC BEACH • • SEE PERMITS FOR ADDITIONAL FL Cert. 6634 REQUIREMENTS AND CONDITIONS. .« , � a h ,, . , ; .,, a ,, „ , y� ( � !1 — :_ *R*� " '. Ti l * \ e1 " October 26,2010 REVIEWED BY: /� r DATE: j 1 of 1 �7P y i d i,.;. .i ii''u.w x:..-,.. •:.if k.1� '^ s!- �r,,, City of Atlantic Beach � 6s � Building Department NOV 0 5 2010 (To be APPLICATION NUMBER ts1 9 P artment assigned by the Building Department.) ... „ 1 -:,- , 800 Seminole Road 1 �) 1:: , Atlantic Beach, Florida 32233 -5445 ]] ��':;;__ �(/ 4 X Phone (904) 247 -5826 • Fax (904) 24� "�Jji Ur E -mail: building-dept@coab.us Date routed: /0 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 730 ..-3 � /v 1i. 7724e 77 & . Depaztment review required Yes No pp �� 7 g Applicant: /i1 ES Plannin & Zoni Tree dministrator Project: /4kv /rl_, blic Wor s (Public Utilitie --"Public Sa e Fire Services Review fee $ .-'; . -.r Dept5Slgnatur - ,' ,:; p :, - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: // 7—/o TREE ADMIN. Second Review: Approved as revised. ['Denied. c i :40 WORKS Comments: I.7 BLIC /; • PUB IC 'AFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 s- Avr� City of Atlantic Beach 4� d &03 APPLICATION NUMBER cS Building Department > '� 800 Seminole Road _' (To be assigned by the Building Department.) -6 '. Atlantic Beach, Florida 32233 -5445 / Phone (904) 247 -5826 • Fax (904) 247 -5845 �Fj l ^ ..r ii ,`r E -mail: building- dept @coab.us Date routed: _WO City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /738 .gevL 7774 2; 77 Deportment review required Yes No duil �!'�• Applicant: 1-!! /4 "lanning & Zon g Tre Administrator Project: //Ek.) }hi71 blic Woi ublic Utilitie _P�u lica e Fire Services Review :DeSln #ue 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 � 1 / Reviewed by: � G Date: < �'/ O` / 26l o TREE ADMIN. (7/ Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. EDenied. Comments: Reviewed by: Date: Revised 05/14/09 S 1,JA r J �s1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date // — 8— /0 Address: . / 738 SE /vim ! 147t/ &t 4- •vX Permit Application No: /v — /3 t( S Notes: WATER SDC $ 1, /NU, vo SDC = System Development Charge SEWER SDC $ y 0 Sb • CU WATER METER ONLY $ WATER METER/TAP $ 1V�' • v SEWER TAP $ tO CROSS CONNECTION $ 56 00 OTHER $ GRAND TOTAL $ (p , 0'10. 60 ///Of/io City of Atlantic Beach ` ` Building Department C''�T�� APPLICATION NUMBER s R (To be assigned by the Building Department.) Nu &, 800 Seminole Road / 0 5 2010 Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) VjekS. 611 91- E -mail: building- dept @coab.us Date routed: ///1 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /738 ,S ilva. 77) & IL-. � j De.. ment review required Yes No Applicant: 44 rg //OM Es Plannin• & Zoni.g Tree Administrator Project: /1/j) /7 /r 6. 6blic Wor s (Public Utilitie PuUhc as ety Fire Services ReviewAW V . � ��WI]ept STgnafure 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: c_, ))6_,Le BUILDING PLANNING & ZONING ll / Reviewed by: . Date: /c! /0 TREE ADMIN. Second Review: FIApproved as revised. ['Denied. PUBLIC WORKS Comments: C PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /1 /) ) 4 6 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ; 1!.aIJ r , , J � City of Atlantic Beach APPLICATION NUMBER t Building Department (To be assigned by the Building Department.) 800 Seminole Road T") 0 Atlantic Beach, Florida 32233 -5445 /0 - 0 ©d0 Phone (904) 247 -5826 • Fax (904) 247 -5845 ",art !)r E -mail: building- dept @coab.us Date routed: ti City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 733 41--1_ JZ. nent review required Yet No Buildin• �/ Applicant: ELi t // -tl� �' tannin• & Zori • ��11 ((,, Tree Administrator /G Project: (°_tc' 7M . L �Q , u tic Work u is Utiliti Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [a pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: m Date: /6/6 - VC) TREE ADMIN. Second Review: ❑Approved as revised. Eidenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 Job Mark Quan Type Span' P1 -H1 Left OH Right OH Engineering 072610A -REV AIA 1 SP 340300 8 0 0 T3910064 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -0 -5 110 1 -7 -6 o fr1 0\ ,o O o r4 0 0 O V� O o rI ,. 0 0 0 .1 O w TCI 12 -2 -4 1 ri I ' 1 'I I r4 1 32 -1 -8 1 M 1 5x6; 3x4 113x4 113x4 11 5x6; Bracing shown for vertical Toads only. For webs exposed to wind (normal to the face), 3x4 11 B RK LL MM C 3x4 11 refer to Gen. Det. 3 series for web wind V r, a a a % bracing and plating. 8 3 x 4 11 3 x 4 11 T Z 3x411 SPL 3 x 4 11 BB R - 5x6 5x6-. DD 4x6% P SPL 3x411 11 -1 -13 #4x6., 3x411 „, g t k E gg 4x6% K ' . - 3x6�� L ✓. 3 x 4 11 00 A 0 Q S U W G JJ HB F Y AA M EE GG PP NN D 3x4= 3x6= 3x4 II 3x411 3x411 3x41I 3x411 3x411 II 3x411 3x411 3x4I1 3x411 CC 3x411 3x6= 3 x 4 11 5x6= 3x4 11 3x4 11 I SPL S1 1 1 3x6_ W:308 R: 221 BCI 12 -4 -0 1 1 1 1 26 -7-4 1 31 -11 -12 1 II o m o to N d o ,-i O O H O d' O Ot r1 ri m o o 0 ri ri O , D I-- O1 01 s• rl ri rI ri 01 08 1 34 -3 -0 I] ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.154" = 1' MiTek' Online Plus'" APPROX. TRUSS WEIGHT: 397.6 LBS Online Plus -- Version 27.0.006 FF -L 0.42 101 T 0.02 0.40 KK MT20 3.Ox 4.0 Ctr Ctr 0.23 Building Type: Enclosed RUN DATE: 26- OCT -10 L -00 0.16 24 C 0.00 0.16 LL Mf20 3.Ox 4.0 Ctr Ctr 0.23 Zone location: Exterior Bottom Chords MM MT20 3.Ox 4.0 Ctr Ctr 0.23 TC Dead Load : 5.0 psf CSI -Size- - - -- Lumber - - -- A -0 0.02 42 T 0.00 0.02 C MT20 5.Ox 6.0- 1.0 -3.3 0.33 BC Dead Load : 5.0 psf TC 0.54 2x 4 SP - #2 ( * *) 0 -Q 0.02 224 T 0.00 0.02 X MT20 3.Ox 4.0 Ctr Ctr 0.19 Max comp. force 632 Lbs BC 0.61 2x 4 SP - #2 Q -S 0.02 224 T 0.00 0.02 Z MT20 3.Ox 4.0 Ctr Ctr 0.18 Max tens. force 669 Lbs WB 0.16 2x 4 SP - #3 S -U 0.02 224 T 0.00 0.02 BB MT20 3.Ox 4.0 Ctr Ctr 0.19 Connector Plate Fabrication GW 0.41 2x 4 SP - #3 U -W 0.02 224 T 0.00 0.02 DD MT20 5.0x 6.0 0.3 0.5 0.37 Tolerance . 209 W -G 0.02 224 T 0.00 0.02 FF MT20 3.Ox 4.0 Ctr Ctr 0.18 This truss is designed for a Brace truss as follows: G -JJ 0.02 224 T 0.00 0.02 L MT20 3.Ox 6.0 Ctr Ctr 0.36 creep factor of 1.5 which O.C. From To JJ -II 0.02 224 T 0.02 0.00 00 MT20 3.Ox 4.0 -0.3 Ctr 0.23 is used to calculate total TC Cont. 0- 0- 0 34- 3- 0 II -HH 0.02 224 T 0.02 0.00 A MT20 3.Ox 4.0 Ctr Ctr 0.35 load deflection. BC Cont. 0- 0- 0 34- 3- 0 HH -F 0.02 224 T 0.00 0.02 0 MI20 3.Ox 6.0 Ctr Ctr 0.27 One Continuous Lateral Brace F -Y 0.02 224 T 0.00 0.02 Q MT20 3.Ox 4.0 Ctr Ctr 0.23 G -B JJ -KK II -LL HH -MM Y -S1 0.03 224 T 0.02 0.01 S MT20 3.Ox 4.0 Ctr Ctr 0.23 F -C U -T W -V Y -X S1 -AA 0.11 224 T 0.00 0.11 U Mf20 3.0x 4.0 Ctr Ctr 0.23 Attach CLB with (2) -10d nails AA -CC 0.61 224 T 0.00 0.61 W MT20 3.Ox 4.0 Ctr Ctr 0.23 at each web. CC -EE 0.61 224 T 0.00 0.61 G MT20 3.Ox 4.0 Ctr Ctr 0.23 EE -GG 0.54 224 T 0.00 0.54 JJ MI20 3.Ox 4.0 Ctr Ctr 0.23 psf -Ld Dead Live GG -PP 0.54 360 T 0.00 0.54 II MT20 5.Ox 6.0 Ctr -0.5 0.39 TC 7.0 30.0 PP -NN 0.24 360 T 0.00 0.24 HH MI20 3.Ox 4.0 Ctr Ctr 0.23 BC 10.0 0.0 Webs F MI20 3.Ox 4.0 Ctr Ctr 0.23 TC +BC 17.0 30.0 A -K 0.16 669 T WindLd Y Mf20 3.Ox 4.0 Ctr Ctr 0.23 Total 47.0 Spacing 24.0" K -0 0.14 632 C 01 MI20 3.Ox 6.0 Ctr Ctr 0.39 Lumber Duration Factor 1.33 G -B 0.11 208 C 1 Br AA MI20 3.Ox 4.0 Ctr Ctr 0.23 Plate Duration Factor 1.33 JJ -KK 0.08 146 C 1 Br CC MI20 3.Ox 4.0 Ctr Ctr 0.23 TC Fb -1.15 Fc.1.10 Ft =1.10 II -LL 0.06 121 C 1 Br EE Mf20 3.Ox 4.0 Ctr Ctr 0.23 BC Fb -1.10 Fc -1.10 Ft -1.10 HH -MM 0.08 146 C 1 Br GG Mf20 3.Ox 6.0 Ctr Ctr 0.27 F -C 0.11 206 C 1 Br PP MI20 3.Ox 4.0 Ctr Ctr 0.23 ,, i{{{l{ff/ ,, Total Load Reactions (Lbs) GG -L 0.05 221 C NN MT20 3.Ox 4.0 Ctr Ctr 0.20 1 Jt Down Uplift Horiz- PP -L 0.02 94 T `�� G S ��' CC 2983 1312 U 463 R NN -00 0.01 129 C WindLd REVIEWED BY: �� `] P • /� NN 222 361 R Gable Webs MiTek Industries, Inc. �• C `rC1�' , '� ,�� 0 -N 0.05 192 T 6904 Parke East Blvd. ♦' \� •• \C•E•'y S •�� e., Jt Brg Size Required Q -P 0.08 159 T Tampa, FL 33610 : .�:•• S • ••�__ CC 319.2" 0 " -to- 319" S -R 0.12 163 T NN 3.5" 1.5" U -T 0.04 173 T 1 Br REFER TO ONLINE PLUS GENERAL `,,. -:. No 53681 , W -V 0.07 162 C 1 Br NOTES AND SYMBOLS SHEET FOR ..+ * ` •� * r Plus 6 Wind Load Case(e) Y -X 0.08 186 C 1 Br ADDITIONAL SPECIFICATIONS. '-' 1 ; r • - Plus 1 UBC LL Load Case(s) AA -Z 0.02 76 T - 1_1 �% Plus 1 DL Load Case(s) CC -BB 0.41 478 C NOTES: ?� / ry .. EE -DD 0.03 100 T Trusses Manufactured by: �„ • j r _ - Membr CSI P Lbs Axl- CSI -Bnd GG -FF 0.01 77 T Allstar ,•' P • 1./ • .p ` STATE OF •' 4/ Top Chords Analysis Conforms To: � (ji , � (J' K -N 0.08 374 T 0.03 0.05 TL Defl -0.37" in GG -PP L/237 FBC2007 �� As v ,•• N -P 0.06 332 T 0.01 0.05 LL Defl -0.20" in GG -PP L/439 TPI 2002 ♦ T • • `• P -R 0.06 296 T 0.02 0.04 Shear // Grain in CC -EE 0.29 Design checked for 10 psf non- ' /�(•� • O R , O • \ �'` R -T 0.08 305 T 0.04 0.04 concurrent LL on BC. S •••••••• T -V 0.09 412 T 0.05 0.04 Plates for each ply each face. NOTE: USER MODIFIED PLATES ',f it "' /O ` ��`,` V -B 0.09 499 T 0.06 0.03 Plate - MT20 20 Ga, Gross Area This design may have plates /� N A �� , B -XK 0.08 462 T 0.06 0.02 Plate - MI2H 20 Ga, Gross Area selected through a plate , �r�f {� { { { ,,, KK -LL 0.08 462 T 0.06 0.02 Jt Type Plt Size X Y JSI monitor. LL -MM 0.08 462 T 0.06 0.02 K MT20 4.Ox 6.0 0.1 0.1 0.28 Wind Loads - ANSI / ASCE 7 -05 MM -C 0.08 462 T 0.06 0.02 N MI20 3.Ox 4.0 Ctr Ctr 0.18 Trues is designed as a Main F L Ce rt. 6634 C -X 0.09 500 T 0.06 0.03 P MI20 5.O= 6.0 -0.3 0.5 0.37 Wind -Force Resistance System. X -Z 0.09 405 T 0.05 0.04 R MI20 3.Ox 4.0 Ctr Ctr 0.19 Wind Speed: 120 mph Z -BB 0.50 357 T 0.00 0.50 T MT20 3.0x 4.0 Ctr Ctr 0.19 Mean Roof Height: 19 -6 BB -DD 0.54 234 T 0.04 0.50 V MT20 3.0x 4.0 Ctr Ctr 0.18 Exposure Category: C DD -FF 0.42 191 T 0.02 0.40 B M120 5.Ox 6.0 1.0 -3.3 0.33 Occupancy Factor : 1.00 October 26,2010 Online Plus"' C Copyright MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/26/2010 11:35:29 AM Page 1 ONLINE PLUS GENERAL NOTES 86 SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING '11 Center plates on joints ( 3X2, 4X2 6X2 ) Designates the location for continuous lateral bracing (CLB) for unless otherwise noted support of individual truss members 'filial- in plate list or on drawing. a�� only. CLBs must be properly 0 11* Dimensions are given in anchored or restrained to prevent inches (i.e. 1 1/2" or 1.5 ") simultaneous buckling of adjacent or IN -16ths (i.e. 108) (W) = Wide Face Plate truss members. (N) = Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in N.. W hen truss is designed to 3x51 I the width measured FT -IN -SX (i.e. 6' -8.5" or � �LL bear on multiple supports, �.� perpendicular to slots. 6 -08 -08 ). Dimensions less interior bearing locations ■ Milt The second dimension is than one foot are shown should be marked on the support the length measured in IN -SX only (i.e. 708). < truss. Interior PP ort or parallel to slots. Plate temporary shoring must be orientation, shown next in place before trusses are to plate size, indicates ( 6-08-08 W = Actual Bearing installed. If necessary, shim direction of slots in Width (IN -SX) bearings to assure solid connector plates. / 1 708 R = Reaction (lbs.) contact with truss. U = Uplift (lbs.) Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the of truss at each joint. Center the plates, unless erection of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to "Building Component Safety contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate assume 4" bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312, Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug - fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and " dominoing ". Care lumber shall not exceed 19% at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of refer to common wire nails, except as noted. The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with " National Design Specifications for Wood by the structure and the live loads imposed by the local Construction" (AF & PA ), " National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI /TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. Mil MN =II 0 MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 -4115 Mi Tel: 813 - 972 -1135 Fax: 813- 971 -6117 POWER TO PERFORM.' Imm ® MI Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party I .1 iTe k lumber design values. POWER To PERFORM. RE: 072610A -REV - ROOF DESIGN INFO MiTek Industries, Inc. 6904 Parke East Boulevard Site Information: Tampa, FL 33610 -4115 Customer Info: ELITE HOMES - FORSYTH RES. Project Name: - Model: - Lot/Block: - Subdivision: - Address: - City: - State: FLA. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007 Design Program: OnLine Plus 27.0.006❑ Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 47.0 psf This package includes 73 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this ifOex4heet conforms to 61G15 section 5 of the Florida Board of Professional Engineers Rules. , - E W I No. Seal# Truss Name Date No. Seal# Truss Name Date z E - o a cr t _ N s c. c. 5 1 T3903082 Al 10/19/01018 T3903099 C4 10/19/01 , o d c d " _ .- c 2 T3903083 A2 10/19/01019 T3903100 C5 10/19/010 N 8 r, E as g i s 2 FF 3 T3903084 A3 10/19 T3903101 C6 10/19/010 a. ° 2-) 5 = W W Z Z CO > > cgz j E p . u- 4 T3903085 A4 10/19/01 021 T3903102 C7 10/19/010 6 5 5, . g a 5 T3903086 A5 10/19/01022 T3903103 C8 10/19/010 j Ns ° 6 T3903087 A6 10/19/01023 T3903104 C9 10/19/010 > . _ e d ❑ ❑ ❑ 7 T A8 10/19/01024 T3903105 C10 10/19/010 cc �O ` V Za Z ° 8 8 T3903089 All 10/19/01025 T3903106 C11 10/19/010 z 8.` °' °° 9 T3903090 Al2 10/19/01026 T3903107 C12 10/19/010 3 t N d� ? i0 e Z °C N W WM 10 T3903091 A15 10/19/01027 T3903108 D1 10/19/010 i t 3 0 co o z z 11 T3903092 B1 10/19/01028 T3903109 02 10/19/010 O - " LL a- r 12 T3903093 B2 10/19/01029 T3903110 D3 10/19/010 s d § z N ° = J • ° = W � W • 13 T3903094 B3 10/19/01030 T3903111 D4 10/19/010 N o = -" o o a it a z • 14 T3903095 B4 10/19/01031 10/19/01 31 T3903112 D5 10/19/010 r= . y a = & a ` m N , z � ; 3 a a z ° VI .- Y 15 T3903096 C1 10/19/01032 T3903113 D6 1 10/19/010 a o a ❑ O m = 16 T3903097 C2 10/19/ T3903114 D7 1 10/19/01 17 T3903098 C3 10/19/01034 T3903115 D8 110/19/010 �%%tuuftI,, The truss drawing(s) referenced above have been prepared by MiTek �. EL S. /,,, Industries, Inc. under my direct supervision based on the parameters ,•% G ,l,P • , ..... C E N 3 6 • , M ,9 � ° ' provided by Allstar Truss. �S •• \, � , j p . Truss Design Engineer's Name: Magid, Michael * : • No 53681 • : * % My license renewal date for the state of Florida is February 28, 2011. _ =! _ 1 : - : NOTE: The seal on these drawings indicate acceptance of . STATE OF :14 . professional engineering responsibility solely for the truss % 0 '• components shown. The suitability and use of this component '•,�F' O R \ v • *(1 for any particular building is the responsibility of the building ��' " ., `9 /ONA1- E�` designer, per ANSI/TPI -1 Sec. 2. � fil, ii „„�� ` FL Cert. 6634 October 19,2010 Magid, Michael 1 of 2 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV Al 2 SP 320108 8 0 0 T3903082 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -0 -5 HO 3 -0 -6 o en 01 10 o r♦ 0 0 V 0 m r1 o o 0 ,-1 V' ,0 N 01 TC I 12 -2 -4 1 r4 1 ' ' ' 1 32 -1 -8 3x411 '' Refer to general detail 3 series 3x411 for web wind bracing and plating. LL g p 9• V 5x6;3x911 5x6 3x411 B KK C 3x411 3x4 9x6 �SPL 3x4 11T X 3x4 R ��\ Z 3x4 11 FF 3x4 I I 4x6% P 3x4 11 8 V 3x411 / I DD 3x4 11 -1 -13 4x6 iN 4x6 A(/ , l Ir ', ( +D ) 3x4= - -- !1 3x4- 0 S G SPL F AA 74 W :308 3x6= 3 x 4 11U 3x411 HH 3x411 3x911 3x4 KB R: 509 Q 3 x 4 11 W 3x411 Y CC 11 U: 365 3x411 3x411 3x411 GG 3x411 II 3x6= 5x6= JJ 3 x 4 11 BC' 12 -4 -0 1 0 1 m 1 1 26 -7 -4 1 32 -1 -8 01 IA o ri 0 0 V' o m ri 0 0 0 11 V 10 0. 01 1-1 ri ri r1 32 -1 -8 p ALL PLATES ARE MT2020 Scale 0.082" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 389.9 LBS Online Plus -- Version 27.0.006 Z -BB 0.19 588 T 0.07 0.12 8 MT20 5.Ox 6.0 1.0 -3.3 0.33 Max comp. force 835 Lbs RUN DATE: 18- OCT -10 BB -DD 0.17 435 T 0.05 0.12 KK MT20 3.Ox 4.0 Ctr Ctr 0.23 Max tens. force 756 Lbs DD -FF 0.12 370 T 0.04 0.08 LL MT20 3.Ox 4.0 Ctr Ctr 0.23 Connector Plate Fabrication CSI -Size- - - -- Lumber - - -- FF -L 0.10 260 T 0.03 0.07 MM MT20 3.Ox 4.0 Ctr Ctr 0.23 Tolerance = 20% TC 0.19 2x 4 SP - #2 ( +) Bottom Chords C MT20 5.Ox 6.0- 1.0 -3.3 0.33 This truss is designed for a BC 0.17 2x 4 SP - #2 A -O 0.02 43 T 0.00 0.02 X MT20 3.Ox 4.0 Ctr Ctr 0.21 creep factor of 1.5 which WB 0.18 2x 4 SP - #3 0 -Q 0.06 459 T 0.06 0.00 Z MT20 3.Ox 4.0 Ctr Ctr 0.20 is used to calculate total GW 0.20 2x 4 SP - #3 Q -S 0.06 459 T 0.06 0.00 BB MT20 3.Ox 4.0 Ctr Ctr 0.18 load deflection. S -U 0.06 459 T 0.06 0.00 DD MT20 3.Ox 4.0 Ctr Ctr 0.19 Brace truss as follows: U -W 0.06 459 T 0.06 0.00 FF MT20 3.Ox 4.0 Ctr Ctr 0.18 O.C. From To W -G 0.06 459 T 0.06 0.00 L MT20 4.Ox 6.0 -0.1 0.1 0.25 TC Cont. 0- 0- 0 32- 1- 8 G -JJ 0.06 459 T 0.06 0.00 A MT20 3.Ox 4.0 Ctr Ctr 0.44 BC Cont. 0- 0- 0 32- 1- 8 JJ -II 0.06 459 T 0.06 0.00 0 MT20 3.Ox 6.0 Ctr Ctr 0.33 One Continuous Lateral Brace II -HH 0.06 459 T 0.06 0.00 0 MT20 3.Ox 4.0 Ctr Ctr 0.23 G -B JJ -KK II -LL HH -MM HH -F 0.06 459 T 0.06 0.00 S MT20 3.Ox 4.0 Ctr Ctr 0.23 F -C U -T W -V Y -X F -Y 0.06 459 T 0.06 0.00 U MT20 3.Ox 4.0 Ctr Ctr 0.23 AA -Z Y -AA 0.07 459 T 0.06 0.01 W MT20 3.Ox 4.0 Ctr Ctr 0.23 Attach CLB with (2) -10d nails AA -CC 0.17 459 T 0.06 0.11 G MT20 3.Ox 4.0 Ctr Ctr 0.23 at each web. CC -EE 0.17 459 T 0.06 0.11 JJ MT20 3.Ox 4.0 Ctr Ctr 0.23 EE -GG 0.15 459 T 0.06 0.09 II MT20 5.Ox 6.0 Ctr -0.5 0.39 psf -Ld Dead Live GG -D 0.14 422 T 0.05 0.09 HH MT20 3.Ox 4.0 Ctr Ctr 0.23 TC 7.0 30.0 Webs F MT20 3.Ox 4.0 Ctr Ctr 0.23 BC 10.0 0.0 A -K 0.16 835 C WindLd Y MT20 3.Ox 4.0 Ctr Ctr 0.23 TC.BC 17.0 30.0 K -O 0.18 721 T AA MT20 3.Ox 4.0 Ctr Ctr 0.23 Total 47.0 Spacing 24.0" G -B 0.15 282 C 1 Br CC MT20 3.Ox 4.0 Ctr Ctr 0.23 Lumber Duration Factor 1.33 JJ -KK 0.07 137 C 1 Br EE MT20 3.Ox 4.0 Ctr Ctr 0.23 Plate Duration Factor 1.33 II -LL 0.07 129 C 1 Br GG MT20 3.Ox 6.0 Ctr Ctr 0.27 TC Fb -1.15 Fc =1.10 Ft =1.10 HH -MM 0.07 138 C 1 Br D MT20 3.Ox 4.0 Ctr Ctr 0.20 BC Fb.1.10 Fc =1.10 Ft -1.10 F -C 0.15 283 C 1 Br GG -L 0.10 338 T REVIEWED BY: Total Load Reactions (Lbs) D -L 0.10 486 C WindLd MiTek Industries, Inc. Jt Down Uplift Horiz- Gable Webs 6904 Parke East Blvd. � �,� {� CC 2504 1046 U 490 R 0 -N 0.06 194 T Tampa, FL 33610 , , ,�1 t±i 4 C v . „�• M #p D 510 365 U 490 R Q -P 0.08 157 T y - � S -R 0.12 163 T REFER TO ONLINE PLUS GENERAL ` •• - ' • " , Jt Brg Size Required U -T 0.05 178 T 1 Br NOTES AND SYMBOLS SHEET FOR �• `, ■ .••* . " * C • E • N S • • � � , e j CC 319.2" 0 " -to- 319" W -V 0.06 138 C 1 Br ADDITIONAL SPECIFICATIONS. � • © - -- D 3.5" 1.5" Y -X 0.06 142 C 1 Br ••• _-' N o 5 3 6 8 1 • AA -Z 0.04 137 T 1 Br NOTES: ±, * : } V V O •. Plus 6 Wind Load Case(s) CC -BB 0.20 256 T Trusses Manufactured by: 1 Plus 1 UBC LL Load Case(s) EE -DD 0.03 97 T Allstar --1 • L Plus 1 DL Load Case(s) GG -FF 0.06 194 C Analysis Conforms To: + f . 7 5 f FBC2007 a „ . 0 • ; - /e/ i" •,+i. M Membr CSI P Lbs Axl- CSI -Bnd TL Defl -0.04" in EE -GG L/999 TPI 2002 J' •. E STAT E O F : 4 Top Chords LL Defl -0.02" in EE -GG L/999 Design checked for 10 psf non - •r • G • r 4/ K -N 0.08 499 C 0.03 0.05 Shear // Grain in BB -DD 0.13 concurrent LL on BC. ♦ <\',(`� ty., • `� N -P 0.09 468 C 0.04 0.05 Wind Loads - ANSI / ASCE 7 -05 1j, `` ••• L 0 R \ Q • ' ,• • P -R 0.09 466 T 0.06 0.03 Plates for each ply each face. Truss is designed as a Main / S • ......• G. , R -T 0.11 568 T 0.07 0.04 Plate - MT20 20 Ga, Gross Area Wind -Force Resistance System. 111 ' f �� , t‘ T -V 0.12 678 T 0.08 0.04 Plate - MT2H 20 Ga, Gross Area Wind Speed: 120 mph / , , , 19 A �.- �,�� ✓ -B 0.14 756 T 0.09 0.05 Jt Type Pit Size X Y JSI Mean Roof Height: 19 -6 1/ /111111 1 ‘ , B -KK 0.10 682 T 0.08 0.02 K MT20 4.Ox 6.0 0.1 0.1 0.30 Exposure Category: C KK -LL 0.10 682 T 0.08 0.02 N MT20 3.Ox 4.0 Ctr Ctr 0.19 Occupancy Factor : 1.00 LL -MM 0.10 682 T 0.08 0.02 P MT20 5.0x 6.0 -0.3 0.5 0.37 Building Type: Enclosed FL Cert. 6634 mm, 0.10 682 T 0.08 0.02 R MT20 3.Ox 4.0 Ctr Ctr 0.19 Zone location: Exterior C -X 0.14 756 T 0.09 0.05 T MT20 3.Ox 4.0 Ctr Ctr 0.19 TC Dead Load : 5.0 psf X -z 0.11 676 T 0.08 0.03 V MT20 3.0x 4.0 Ctr Ctr 0.19 BC Dead Load : 5.0 psf Online Plus'" 0 Copyright MTek 0 1996 -2010 Version 27.0.006 Engineering - Portrah 10/18/2010 319:56 PM Page 1 October 19,201 0 Joe Mark Qua= Type Span Pl -Hi Left OH Right OH Engineering 072610A -REV A2 1 FLAT 30912 81004 0 0 T3903083 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 8 -10 -4 HO 8 -10 -4 TC1 3 -9 -12 3x4= 2x311 A B Q s 8 -10 -4 E D 1 b C 3x411 l� 3x4= HGR W:400 R:1013 R:1013 U:1206 U:1206 BC 3 -9 -12 8- 3 -9 -12 - ALL PLATES ARE MT2020 Scale: 0.222" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 65.0 LBS Online Plus -- Version 27.0.006 Membr CSI P Lbs Axl- CSI -Bnd water ponding. RUN DATE: 18- OCT -10 Top Chords This truss must be installed A -B 0.89 197 C 0.00 0.89 as shown. It cannot be CSI -Size- - - -- Lumber - - -- Bottom Chords installed upside -down. TC 0.89 2x 4 SP - #2D D -C 0.24 398 T 0.00 0.24 Wind Loads - ANSI / ASCE 7 -05 BC 0.24 2x 6 SP - #2 Webs Truss is designed as a Main WB 0.76 2x 4 SP - #3 D -A 0.73 1058 T WindLd 1 Br Wind -Force Resistance System. A -C 0.26 691 T 1 Br Wind Speed: 120 mph Brace truss as follows: C -B 0.76 677 C WindLd 1 Br Mean Roof Height: 19 -6 O.C. From To Exposure Category: C TC Cont. 0- 0- 0 3- 9 -12 TL Defl -0.02" in D -C L/999 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 3- 9 -12 LL Defl -0.01" in D -C L/999 Building Type: Enclosed One Continuous Lateral Brace Shear // Grain in A -B 0.76 Zone location: Exterior D -A A -C C -B TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Plates for each ply each face. BC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area Max comp. force 788 Lbs Plate - MT2H 20 Ga, Gross Area Max tens. force 1058 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Connector Plate Fabrication TC 7.0 30.0 A MT20 3.Ox 4.0 Ctr Ctr 0.70 Tolerance = 20% BC 10.0 0.0 B MT20 2.Ox 3.0 Ctr Ctr 0.49 This truss is designed for a TC +BC 17.0 30.0 D MT20 3.Ox 4.0 Ctr Ctr 0.57 creep factor of 1.5 which Total 47.0 Spacing 24.0" C MT20 3.Ox 4.0 Ctr Ctr 0.56 is used to calculate total Lumber Duration Factor 1.33 load deflection. Plate Duration Factor 1.33 REVIEWED BY: TC Fb =1.00 Fc =1.00 Ft =1.00 MiTek Industries, Inc. BC Fb =1.00 Fc =1.00 Ft =1.00 6904 Parke East Blvd. Tampa, FL 33610 { fi nI { t{ 1 { I II Il l 1 1 1 J � J '� � .G' , Jt Uplift Load Reactions Horiz- REFER TO ONLINE PLUS GENERAL •." i `` r`G`• S•.;'e`9 �� j � D 1014 1206 U 518 R NOTES AND SYMBOLS SHEET FOR ,`. \J ." \Ci E '''''''''' � •i �i C 1014 1207 U 518 R ADDITIONAL SPECIFICATIONS. �• �} -. ■ ■ :, No 53681 Jt Brg Size Required NOTES: * • • : * D 3.5" 1.5" Trusses Manufactured by: C 4.0" 1.5" Allstar ) * // • Analysis Conforms To: .'10: j , o u . N .; . LC# 1 Standard Loading FBC2007 :VP '''' STATE OF : "Z Dur Fctrs - Lbr 1.33 Plt 1.33 TPI 2002 plf - Dead Live* From To This truss has been designed '\. •.�� O P.' �� TC V 14 60 -0.1' 3.7' for 20.0 psf LL on the B.C. , i � � . O R \ C, \ ='. BC V 20 0 -0.1' 3.7' in 3 - areas 6- 0 tall by rectangle ' 11 tI �` • BC V 60 105 -0.1' 3.7' � TC V 108 190 -0.1' 3.7' 2- 0- 0 wide 1 /111111 1 will fit between the B.C. Plus 6 Wind Load Case(s) and any other member. Plus 1 UBC LL Load Case(s) Design checked for 10 psf non- FL Cert. 6634 Plus 1 DL Load Case(s) concurrent LL on BC. Provide drainage to prevent Online Plus. 0 Copyright Weld) 1996-2010 Verson 27.0.006 Engineering - Portra, 10/16/20103:19:56 PM Pagel October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV A3 1 MONO 80904 8 1- 4 -12 0 T3903084 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -4 -8 HO 9 -2 -11 N H V 0 TCH 1 4 -2 -8 1 8 -9 -4 2x3 11 B 8 34% E 9 -2 -11 2 x 3 11 :n G H I C 2x3= • d 2x3= W:412 HGR R: 577 R: 461 U: 154 U: 382 BC I 8 -9 -4 B 8 -9 -4 B ALL PLATES ARE MT2020 Scale: 0.201" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 87.8 LBS Online Plus -- Version 27.0.006 Webs Truss is designed as a Main RUN DATE: 18- OCT -10 H -G 0.13 235 C WindLd Wind -Force Resistance System. H -E 0.30 345 C Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- E -C 0.21 375 T Mean Roof Height: 19 -6 TC 0.28 2x 4 SP - #2 C -B 0.51 164 T WindLd 1 Br Exposure Category: C BC 0.67 2x 4 SP - #2 Occupancy Factor : 1.00 WB 0.51 2x 4 SP - #3 TL Defl -0.54" in H -C L/179 Building Type: Enclosed LL Defl -0.27" in H -C L/358 Zone location: Exterior Brace truss as follows: Shear // Grain in E -B 0.20 TC Dead Load : 5.0 psf O.C. From To BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 8- 9- 4 Plates for each ply each face. Max comp. force 345 Lbs BC Cont. 0- 0- 0 8- 9- 4 Plate - MT20 20 Ga, Gross Area Max tens. force 375 Lbs One Continuous Lateral Brace Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication C -B Jt Type Plt Size X Y JSI Tolerance = 20% Attach CLB with (2) -10d nails G MT20 2.Ox 3.0 Ctr Ctr 0.22 This truss is designed for a at each web. E MT20 3.Ox 4.0- 0.1 -0.1 0.23 creep factor of 1.5 which B MT20 2.Ox 3.0 Ctr Ctr 0.20 is used to calculate total psf -Ld Dead Live H MT20 2.Ox 3.0 Ctr Ctr 0.35 load deflection. TC 7.0 30.0 C MT20 2.Ox 3.0 Ctr Ctr 0.46 BC 10.0 0.0 TC +BC 17.0 30.0 REVIEWED BY: Total 47.0 Spacing 24.0" MiTek Industries, Inc. Lumber Duration Factor 1.33 6904 Parke East Blvd. Plate Duration Factor 1.33 Tampa, FL 33610 TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 REFER TO ONLINE PLUS GENERAL ` ,� l li(li ii• NOTES Total Load Reactions (Lbs) ADDITIONNAALSS'PPECCIFICATIONS. NO 1 � t - S I ' , ' Jt Down Uplift Horiz- ,1 G .1�^ �,,,,, � q , ' H 577 154 U 378 R NOTES: e • \ • .'.\ E N s' •• ' / C 462 382 U 571 R Trusses Manufactured by: ," .. fi ` 1. Allstar : No 53681 • ~ ■ • Jt Brg Size Required Analysis Conforms To: .•. �' * : • ) . * H 4.8" 1.5" FBC2007 '� C 3.5" 1.5" TPI 2002 OH Loading 13 ' � y ' _ �; Plus 5 Wind Load Case(s) Soffit psf 2.0 ��/- STATE OF • � ,�� Plus 1 UBC LL Load Case(s) This truss has been designed i 4\ �A Plus 1 BC LL Load Case(s) for 20.0 psf LL on the B.C. : < 0 R ■ UP' � \ ■• • Plus 1 DL Load Case(s) in areas where b ey rectangle ,' / p N AL E \,, V./ 0 Membr CSI P Lbs Axl- CSI -Bnd 2- 0- 0 wide 'it;', Top Chords will fit between the B.C. G -E 0.28 162 T 0.01 0.27 and any other member. E -B 0.27 202 C 0.00 0.27 Design checked for 10 psf non- FL Celt. 6634 Bottom Chords concurrent LL on BC. H -C 0.67 250 T 0.02 0.65 Wind Loads - ANSI / ASCE 7 -05 Online Plusi CI Copyrght MiTeM91996-2010 Version 27.0 006 Engineering - Portrait 10/18/2010 3:19:57 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV A4 1 *3P ATPB 311012 8 1- 4- 0 0 T3903085 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -4 -8 HO 3 -6 -5 w in 0 0 0 O N O V' 0 rl TC1 14 -3 -8 1 9 -3 -3 1 X160012 11911041 N 1 27 -10 -0 1311012 5x8% 3x411 5x8 8x8.- D N E C i Al 8x8% n R x 8 P `x8 �N 8 T 3x411 4x_ 3x411 V 8 in 11 -6 -0 4 x 6 % 5x6= r W ' `Z o -14- 0- 0 p A . AA 3x411 S U • 3x411 3x8_ t All concentrated Toads mus 4x6 -_ be equally distributed to W: each ply of the truss. R:7161 U:2382 J I 8x10= 8x10= BC I 4 -1 -12 1 8 -11 -0 1 23 -2 -8 127 -11 -12 1311012 31 -10 -12 B ALL PLATES ARE MT2020 Scale: 0.119 " =1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 369.3 LBS Online Plus -- Version 27.0.006 BC V 434 766 23.2' CL -LB T MT20 8.0x 8.0 0.3 -0.4 0.35 Building Type: Enclosed RUN DATE: 18- OCT -10 BC V 362 638 8.9' CL -LB C MT20 8.0x 8.0 -0.8 1.2 0.71 Zone location: Exterior D MT20 5.0x 8.0 1.1 -3.6 0.45 TC Dead Load : 5.0 psf * 3 -Ply Truss * Plus 6 Wind Load Case(s) N MT20 3.0x 4.0 Ctr Ctr 0.08 BC Dead Load : 5.0 psf Plus 2 Unbalanced Load Cases E MT20 5.0x 8.0- 1.1 -3.6 0.45 Unbalanced Loads Checked Plus 1 UBC LL Load Case(s) F MT20 8.0x 8.0 0.8 1.2 0.77 Load Factors - 1.00 and 0.00 CSI -Size- - - -- Lumber - - -- Plus 1 DL Load Case(s) V MT20 8.Ox 8.0- 0.3 -0.4 0.35 Max comp. force 7399 Lbs TC 0.31 2x 4 SP - #2 Plus 1 Attic 2 Load Case(s) Z MT20 5.Ox 6.0 0.5 -0.6 0.91 Max tens. force 6407 Lbs -- 0.26 2x 6 SP - #2 A MT20 3.Ox 4.0 Ctr Ctr 0.67 Connector Plate Fabrication T -D E -V Membr CSI P Lbs Axl- CSI -Bnd S MT20 3.Ox 8.0 -2.0 Ctr 0.92 Tolerance - 20% BC 0.98 2x 6 SP - #1D Top Chords J MT20 8.0x10.0 Ctr 1.2 0.46 This truss is designed for a -- 0.64 2x 6 SP - #2 W -T 0.31 5270 C 0.02 0.29 I MT20 8.0x10.0 Ctr 1.2 0.55 creep factor of 1.5 which A -J T -C 0.25 6770 C 0.02 0.23 U MT20 4.0x 6.0 0.5 Ctr 0.91 is used to calculate total -- 0.81 2x10 SP - #2 C -D 0.26 1474 C 0.00 0.26 AA MT20 3.0x 4.0 Ctr Ctr 0.66 load deflection. J -I D -N 0.08 1074 C 0.00 0.08 R MT20 3.0x 4.0 Ctr Ctr 0.24 WB 0.85 2x 4 SP - #3 N -E 0.04 1074 C 0.00 0.04 Q MT20 4.0x 8.0 Ctr Ctr 0.24 ACT 0.29 2x 4 SP - #3 E -F 0.20 955 C 0.00 0.20 P MT20 3.0x 4.0 Ctr Ctr 0.26 AWT 0.06 2x 4 SP - #3 F -V 0.21 6622 C 0.01 0.20 V -Z 0.15 5834 C 0.11 0.04 REVIEWED BY: Brace truss as follows: Bottom Chords MiTek Industries, Inc. 0.C. From To A -S 0.10 442 T 0.00 0.10 6904 Parke East Blvd. TC Cont. 0- 0- 0 31 -10 -12 S -J 0.64 4453 T 0.15 0.49 Tampa, FL 33610 BC Cont. 0- 0- 0 31 -10 -12 J -I 0.81 5589 T 0.21 0.60 I -U 0.98 4886 T 0.18 0.80 REFER TO ONLINE PLUS GENERAL psf -Ld Dead Live U -AA 0.23 70 T 0.00 0.23 NOTES AND SYMBOLS SHEET FOR TC 7.0 30.0 Webs ADDITIONAL SPECIFICATIONS. BC 10.0 0.0 A -W 0.46 6909 C WindLd TC*BC 17.0 30.0 W -S 0.74 5607 T NOTES: Total 47.0 Spacing 24.0" S -T 0.24 3176 C Trusses Manufactured by: Lumber Duration Factor 1.33 T -J 0.23 1807 T Allstar Pate Duration Factor 1.33 J -C 0.25 1886 T Analysis Conforms To: TC Fb -1.15 Fc -1.10 Ft -1.10 I -F 0.39 2965 T FBC2007 , t! ,+j1tltIII,,I� BC Fb -1.10 Fc -1.10 Ft-1.10 I -V 0.28 2106 T TPI 2002 0 1 S hl U -V 0.21 2786 C 3 COMPLETE TRUSSES REQUIRED. ,%% ` IS • • l4 , , xi Total Load Reactions (Lbs) U -Z 0.85 6407 T Fasten together in staggered r • • r-� CC M •. Jt Down Uplift Horiz- AA -Z 0.49 7399 C WindLd pattern. (1/2" bolts -OR- •�\�• "� \ v • l'- rV S . " . '+ (� / � A 7161 2383 U 517 R Attic Chords (Top) SDS4.5 screws -OR- 16d nails U 4339 1121 U 604 R C -R 0.26 4530 C 0.26 0.00 as each layer is applied.) „` -: -‘ : No 53681 -, L • R -Q 0.15 4536 C 0.13 0.02 - - -- Spacing (In) - - -- ter' : 'a • * H Jt Brg Size Required Q -P 0.16 4923 C 0.14 0.02 Rows Nails Screws Bolts i • A 4.5" 2.8" P -F 0.29 4917 C 0.29 0.00 TC 1 12 24 0 '. U 47.0" 336 " -to- 383" Attic Webs (Top) BC 2 12 24 0 ••• . ''''S,, ''S, ; r X R -D 0.01 135 T WB 1 8 8 LC# 1 Attic Loading D -Q 0.02 173 T No bolts in 2x4s or smaller. i �>{ -' STATE OF • tii :7 Dur Fctrs - Lbr 1.00 Pit 1.00 Q -N 0.01 255 C Plus clusters of nails where • - � . • ../(‘, •. plf - Dead Live* From To Q -E 0.06 468 T shown. "r � / Q,. . ■ , TC V 14 60 0.0' 31.9' P -E 0.01 140 T OH Loading R O • \ BC V 20 0 0.0' 31.9' Soffit psf 2.0 / � � � " O , • •• � , TC V 43 75 0.0' 9.3' TL Defl -0.39" in J -I L /845 Design checked for 10 psf non- � '') / �\ �� , BC V 34 60 8.9' 23.2' Shear f // Grain L in J -I 0.33 Wind A ANNSI n / 7 -05 i� it l It I I it il ` BC V 9 15 8.9' 16.1' Truss is designed as a Main BC V 10 80 9.1' 23.1' Plates for each ply each face. Wind -Force Resistance System. MA V 10 0 9.0' 23.1' Plate - MT20 20 Ga, Gross Area Wind Speed: 120 mph FL Cert. 6634 MA V 10 0 0.3' 8.8' Plate - MT2H 20 Ga, Gross Area Mean Roof Height: 19 -6 MA V 10 0 0.3' 8.8' Jt Type P1t Size X Y JSI Exposure Category: C TC V 434 766 9.3' CL - W MT20 4.Ox 6.0 Ctr -0.6 0.80 Occupancy Factor : 1.00 Online Plus.' ® Copyright MiTek ®1996 -2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:19:58 PM Page 1 October 19,2010 Job Mark Quart Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV AS 3 *3P ATPB 311012 8 1- 4- 0 0 T3903086 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -4 -8 HO 3 -6 -5 0 0 1. 0 TC 1' 1 4 -3 -8 1 9 -3 -3 112-2-4 1 16 -0 -12 1 19 -11 -4 1221005 1 27 -10 -0 i31-10-12 5x8- 3x411 5x8 D N E All concentrated loads must 8x8 be equally distributed to 8x8% F each ply of the truss. c `LL R. I` 'it V R Q P 8x87 3 x 4 11 4x8- 3x411 8x8. 8 8V T V 11 -6 -0 °' p 4" 2OG -MT2H -4x8 .. 4x6 o �2 0 /� A � _ 14 0- 0 g ti� 3x4 11 ' s J U ° 3x411 3x6 = 8x10 = 8x10 = 3x6 = n I PROVIDE CONNECTION OF TRUSS TO CAPABLE OF WITHSTANDING 2072 LBS UPLIFT REACTION D TO W:408 GRAVITY LOADING APPLIED TO THE TRUSS. IT IS THE RESPONSIBILITY W :508 W:308 R: 6103 OF THE PROJECT ARCHITECT /ENGINEER TO DESIGN THE CONNECTION R:1592 R:5611 U: 1889 OF THE TRUSS TO THE BEARING PLATE, PROVIDE AND DESIGN 1J:2072 U:2414 CONNECTION SYSTEM FOR A CONTINUOUS LOAD PATH FROM THE (Gravity) TRUSS TO THE FOUNDATION, AND DESIGN FOOTING /FOUNDATION TO RESIST SUCH UPLIFT. FAILURE TO DO SO WILL VOID THIS CONSTRUCTION. BC 4 -1 -12 1 8 -11 -0 1 23 -2 -8 1 27 -11 -12 131 -10 -12 31 -10 -12 B, EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.140" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 369.3 LBS Online Plus -- Version 27.0.006 MA V 10 0 0.3' 8.8' W MT20 4.Ox 6.0 Ctr Ctr 0.86 Occupancy Factor : 1.00 RUN DATE: 18- OCT -10 TC V 434 766 9.3' CL -LB T MT20 8.Ox 8.0 0.3 -0.4 0.35 Building Type: Enclosed BC V 434 766 23.2' CL -LB C MT20 8.Ox 8.0 -0.8 1.2 0.57 Zone location: Exterior * 3 -Ply Truss * D MT20 5.Ox 8.0 1.1 -3.6 0.45 TC Dead Load : 5.0 psf Plus 6 Wind Load Case(s) N MT20 3.Ox 4.0 Ctr Ctr 0.08 BC Dead Load : 5.0 psf Plus 2 Unbalanced Load Cases E MT20 5.Ox 8.0- 1.1 -3.6 0.45 Unbalanced Loads Checked CSI -Size- - - -- Lumber - - -- Plus 1 UBC LL Load Case(s) F MT20 8.Ox 8.0 0.8 1.2 0.61 Load Factors - 1.00 and 0.00 TC 0.29 2x 4 SP - #2 Plus 1 DL Load Case(s) V MT20 8.0x 8.0- 0.3 -0.4 0.41 Max comp. force 5842 Lbs -- 0.20 2x 6 SP - #2 Plus 1 Attic 2 Load Case(s) Z MT2H 4.Ox 8.0 -0.9 0.1 0.94 Max tens. force 4666 Lbs T -D E -V A MT20 3.Ox 4.0 Ctr Ctr 0.57 Connector Plate Fabrication BC 0.82 2x 6 SP - #1D Membr CSI P Lbs Axl- CSI -Bad S MT20 3.Ox 6.0 -0.5 Ctr 0.88 Tolerance - 20% -- 0.69 2x 6 SP - #2 Top Chords J MT20 8.0x10.0 Ctr 1.2 0.42 This truss is designed for a A -J W -T 0.29 4372 C 0.01 0.28 I MT20 8.0x10.0 Ctr 1.2 0.67 creep factor of 1.5 which -- 0.73 2x10 SP - #2 T -C 0.19 5532 C 0.01 0.18 U MT20 3.Ox 6.0 1.0 Ctr 0.85 is used to calculate total J -I C -D 0.20 1410 C 0.00 0.20 AA MT20 3.Ox 4.0 Ctr Ctr 0.42 load deflection. WB 0.62 2x 4 SP - #3 D -N 0.07 1046 C 0.00 0.07 R MT20 3.Ox 4.0 Ctr Ctr 0.18 ACT 0.23 2x 4 SP - #3 N -E 0.04 1046 C 0.00 0.04 Q MT20 4.Ox 8.0 Ctr Ctr 0.18 AWT 0.05 2x 4 SP - #3 E -F 0.15 937 C 0.00 0.15 P MT20 3.0x 4.0 Ctr Ctr 0.20 F -V 0.16 5431 C 0.01 0.15 Brace truss as follows: V -Z 0.13 4247 C 0.08 0.05 REVIEWED BY: O.C. From To Bottom Chords MiTek Industries, Inc. TC Cont. 0- 0- 0 31 -10 -12 A -S 0.11 442 T 0.00 0.11 6904 Parke East Blvd. BC Cont. 0- 0- 0 31 -10 -12 S -J 0.69 3701 T 0.12 0.57 Tampa, FL 33610 J -I 0.73 4575 T 0.17 0.56 psf -Ld Dead Live I -U 0.82 3559 T 0.13 0.69 REFER TO ONLINE PLUS GENERAL TC 7.0 30.0 U -AA 0.18 558 T 0.00 0.18 NOTES AND SYMBOLS SHEET FOR BC 10.0 0.0 Webs ADDITIONAL SPECIFICATIONS. TC +BC 17.0 30.0 A -W 0.39 5842 C WindLd Total 47.0 Spacing 24.0" W -S 0.62 4659 T NOTES: Lumber Duration Factor 1.33 S -T 0.20 2648 C Trusses Manufactured by: Plate Duration Factor 1.33 T -J 0.18 1404 T Allstar BC Pb -1.10 Fc -1.10 Ft-1.10 I -F 0.31 2364 T FBC2007COnforma To: o% S. tl�(„ S l�J�4 ie I -V 0.34 2585 T TPI 2002 �� ■ P� M ∎ I Total Load Reactions (Lbs) U -V 0.25 3400 C 3 COMPLETE TRUSSES REQUIRED. ` .• � • • -7 ' j • X Jt Down Uplift Horiz- U -Z 0.62 4666 T Fasten together in staggered ,4 C.) . � E N S �` � � �) A 6104 1890 U 517 R AA -Z 0.36 5393 C WindLd pattern. (1/2" bolts -OR- •• . s _.a* •U 1592 2072 G Attic Chords (Top) SDS4.5 screws -OR- 16d nails �� No 53681 ,'0,,, AA 5611 2414 U 604 R C -R 0.21 3600 C 0.21 0.00 as each layer is applied.) •.' * : • , •.' * : N � ` * p G - Gravity Uplift R -Q 0.12 3606 C 0.10 0.02 - - -- Spacing (In) - - -- •• r Q -P 0.13 3903 C 0.11 0.02 Rows Nails Screws Bolts "' .� y Jt Brg Size Required P -F 0.23 3897 C 0.23 0.00 TC 1 12 24 0 I • '" er A 4.5" 2.4" Attic Webs (Top) BC 2 12 24 0 r * . '10 '�� %'�� "...._ +� -CC.. • U 5.5" 1.5" R -D 0.01 116 T WB 1 8 8 7. 1 STAT OF F : 4/ AA 3.5" 1.9" D -Q 0.03 238. T No bolts in 2x4s or smaller. 'a O • •• .*,</ ; • Plus shown , clusters of nails where i' �f� . � 4 O R 1 . LC# 1 Attic Loading Q -E 0.05 428 T • Dur Fctrs - Lbr 1.00 Plt 1.00 P -E 0.01 120 T OH Loading e■ S • * * * * *•. ...-• a`J ■ � plf - Dead Live* From To Soffit psf 2.0 'el V / ( �� Al- \' ‘ ` `% TC V 14 60 0.0' 31.9' TL Defl -0.34" in J -I L/952 Design checked for 10 psf non- r '• BC V 20 0 0.0' 31.9' LL Defl -0.23" in J -I L/999 concurrent LL on BC. tr > >Ij� M O % TC V 43 75 0.0' 9.3' Shear // Grain in C -D 0.33 Wind Loads - ANSI / ASCE 7 -05 BC V 34 60 0.0' 8.9' Truss is designed as a Main BC V 34 60 8.9' 23.2' Plates for each ply each face. Wind -Force Resistance System. FL Cert. 6634 BC V 10 80 9.1' 23.1' Plate - MT20 20 Ga, Gross Area Wind Speed: 120 mph MA V 10 0 9.0' 23.1' Plate - MT2H 20 Ga, Gross Area Mean Roof Height: 19 -6 MA V 10 0 0.3' 8.8' Jt Type Plt Size X Y JSI Exposure Category: C Online Plus e" G Copyright MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:19:59 PM Page 1 October 19,201 0 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV A6 2 ATPB 311012 8 1- 4- 0 0 T3903087 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -4 -8 HO 3 -6 -5 d' 51 co M 0 O O O 0 N O N V. el 0 1--1 O TC 1 1 4 -3 -8 1 8 -11 -0 ' 116-0-12119-11-4 1 N f 27 -10 -0 131-10-121 5x8- 3x4 II 5x8 D N E 8x8.:.,; 8 v BB CA\ -` ` F CC 8 8x81 R LI P 8 Lz T / 3x411 4x8= 3x411 8xV 8'N 8 m 11 -6 -0 A 4 W 6 �i r `Z6= O / i ... .r 1 14- 0_ 0 9 A ^1 i - AA 3x411 ' 3x4 II S J ( I U 3x8= 8x10 = 8x10 = 3x10 = 16- 0- 0 p W: 2x10 Scab W:308 W: R:2263 R:1142 R:2111 U: 631 U:1005 U: 576 BC' 4 -1 -12 1 8 -11 -0 1 23 - 2 - 8 127-11 -12 1 311012 B 31 -10 -12 > - ALL PLATES ARE MT2020 Scale: 0.137" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 435.4 LBS Online Plus -- Version 27.0.006 Plus 2 Unbalanced Load Cases CC MT20 8.Ox 8.0 0.8 1.2 0.56 RUN DATE: 18- OCT -10 Plus 1 UBC LL Load Case(s) V MT20 8.Ox 8.0- 0.3 -0.4 0.59 Plus 1 DL Load Case(s) Z MT20 5.0x 6.0 Ctr -0.3 0.94 CSI -Size- - - -- Lumber - - -- Plus 1 Attic 2 Load Case(s) A MT20 3.0x 4.0 Ctr Ctr 0.64 TC 0.34 2x 4 SP - #2 S MT20 3.0x 8.0 -1.5 Ctr 0.85 -- 0.23 2x 6 SP - #2 Membr CSI P Lbs Axl- CSI -Snd J MT20 8.0x10.0 Ctr 1.2 0.55 T -D E -V Top Chords I MT20 8.0x10.0 Ctr 1.2 0.97 BC 0.85 2x 6 SP- 2400f -2.0E W -T 0.34 1623 C 0.02 0.32 U MT20 3.0x10.0 1.5 Ctr 0.89 -- 0.82 2x 6 SP - #1D T -BB 0.23 2195 C 0.02 0.21 AA MT20 3.Ox 4.0 Ctr Ctr 0.43 A -J BB -D 0.13 870 C 0.00 0.13 R MT20 3.Ox 4.0 Ctr Ctr 0.20 -- 0.64 2x10 SP - #2 D -N 0.16 934 C 0.00 0.16 Q MT20 4.Ox 8.0 Ctr Ctr 0.23 J -I N -E 0.16 934 C 0.00 0.16 P MT20 3.Ox 4.0 Ctr Ctr 0.20 WB 0.72 2x 4 SP - #3 E -CC 0.22 839 C 0.00 0.22 ACT 0.21 2x 4 SP - #3 CC -V 0.23 2164 C 0.01 0.22 REVIEWED BY: AWT 0.14 2x 4 SP - 03 V -Z 0.28 1554 C 0.00 0.28 MiTek Industries, Inc. SCAB (1) 2x10x16' SP - #1D ( +) Bottom Chords 6904 Parke East Blvd. A -S 0.13 427 T 0.00 0.13 Tampa, FL 33610 Brace truss as follows: S -J 0.82 1376 T 0.11 0.71 O.C. From To J -I 0.64 1818 T 0.20 0.44 REFER TO ONLINE PLUS GENERAL TC Cont. 0- 0- 0 31 -10 -12 I -U 0.85 1306 T 0.07 0.78 NOTES AND SYMBOLS SHEET FOR BC Cont. 0- 0- 0 31 -10 -12 U -AA 0.18 428 T 0.00 0.18 ADDITIONAL SPECIFICATIONS. One Continuous Lateral Brace Webs U -V A -W 0.54 2182 C WindLd NOTES: Attach CLB with (2) -10d nails W -S 0.69 1730 T Trusses Manufactured by: at each web. 5 -T 0.72 1210 C Allstar T -J 0.28 705 T Analysis Conforms To: psf -Ld Dead Live J -BB 0.23 747 T FBC2007 TC 7.0 30.0 I -CC 0.29 680 T TPI 2002 BC 10.0 0.0 I -V 0.50 1250 T (+)Fasten each scab (shaded) with TC+BC 17.0 30.0 U -V 0.44 1832 C 1 Br 2 rows of 10d nails at 6 In Total 47.0 Spacing 24.0" U -Z 0.68 1710 T o.c. each row, staggered Lumber Duration Factor 1.33 AA -Z 0.51 1990 C WindLd along entire length. ` ,>r�1�l� jjjjj� � Plate Duration Factor 1.33 Attic Chords (Top) OH Loading ` % f 1 S. �, TC Fb -1.15 Fc.1.10 Ft =1.10 BB -R 0.19 1118 C 0.19 0.00 Soffit psf 2.0 � �PG•L 44 ' BC Fb -1.10 Fc =1.10 Ft -1.10 R -Q 0.13 1121 C 0.03 0.10 Design checked for 10 psf non- %%%% G • G•E • 1"1 � ' Q -P 0.14 1196 C 0.09 0.05 concurrent LL on BC. `%�,.•. �� C- S • • � Total Load Reactions (Lbs) P -CC 0.21 1193 C 0.21 0.00 Wind Loads - ANSI / ASCE 7 -05 Jt Down Uplift Horiz- Attic Webs (Top) Truss is designed as a Main r -.,. No 53681 , A 2263 632 U 501 R R -D 0.02 65 T Wind -Force Resistance System. Zr-* ± ` " . * ..„; U 1142 1006 U D -Q 0.12 303 T Wind Speed: 120 mph AA 2111 576 U 506 R Q -N 0.05 271 C Mean Roof Height: 19 -6 !:- -') / • Q -E 0.14 357 T Exposure Category: C . / ' l ; +i X • .". Jt Brg Size Required P -E 0.02 67 T Occupancy Factor : 1.00 /_ • A 3.5" 2.3" Building Type: Enclosed J' STATE r O F . ; J U 3.5" 1.5" TL Defl -0.30" in J -I L/999 Zone location: Exterior lo /+V". • {v AA 3.5" 1.7" LL Defl -0.21" in J -I L/999 TC Dead Load : 5.0 psf i� ,<‘.../(‘/ /„.., P • � Shear // Grain in I -U 0.36 BC Dead Load : 5.0 psf ♦ R • \ 1 LC# 1 Attic Loading Unbalanced Loads Checked ' ♦ s(� " •.O. . • • C? • Dur Fctrs - Lbr 1.00 Plt 1.00 Plates for each ply each face. Load Factors = 1.00 and 0.00 X 11 V / � `' , plf - Dead Live. From To Plate - MT20 20 Ga, Gross Area Max comp. force 2195 Lbs t +/ N A l- 0 TC V 14 60 0.0' 31.9' Plate - MT2H 20 Ga, Gross Area Max tens. force 1818 Lbs , 'r 1 Ijiiitt ° BC V 20 0 0.0' 31.9' Jt Type Plt Size X Y J5I Connector Plate Fabrication BC V 10 80 9.1' 23.1' W MT20 4.Ox 6.0 0.4 -0.3 0.88 Tolerance - 20% MA V 10 0 9.0' 23.1' T MT20 8.Ox 8.0 0.3 -0.4 0.35 This truss is designed for a FL Cert. 6634 MA V 10 0 0.3' 8.8' BB MT20 8.0x 8.0 -0.8 1.2 0.51 creep factor of 1.5 which MA V 10 0 0.3' 8.8' D MT20 5.Ox 8.0 1.1 -3.6 0.45 is used to calculate total N MT20 3.Ox 4.0 Ctr Ctr 0.23 load deflection. Plus 6 Wind Load Case(s) E MT20 5.0x 8.0- 1.1 -3.6 0.45 October 1 9,201 0 Online Plus'" O Copyright MiTek 0 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 4:47:33 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV A8 1 ATPB 320108 8 1- 4- 0 0 T3903088 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH - HO 3 -4 -8 HO 3 -4 -8 1. in o 0 0 o N 0 w 0 .a O N co TC I'' I 4 -6 -6 ( 9 -3 -3 I ' 116 - - 12 119 - 11 - I °' 1 27 -7 -2 1 32 -1 -8 #20G -MT2H -8x14 .. 5x8, 3x411 5x8_-...- P This truss is NOT symmetric. D N E y 8x8 Proper orientation is essential. 8 ��:• 8 Sx8% [\ R x p ,`x8� 8 T 3x41 4x8_ 3X411 V 6 11 -6 -0 tti 20G -MT2H -4x8 .� 4x t INN' W 0 14- 0- 0 3x9 S J ( +) I U 3x4 I 3x6= 8x10= 8x8= Y 3x6 - 1 6- 0- 0 >I 3x6= Ill 2x10 Scab q W.308 W:308 W:308 R:2259 R: 876 R:1945 U. 629 U. 716 U. 516 BCI 14 -4 -10 1 8 -11 -0 1 23 -2 -8 125 -4 -81 1 32 -1 -8 a 40 w 0 N o. 32 -1 -8 C- EXCEPT AS SHOWN ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale 0.120 " =1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 451.3 LBS Online Plus -- Version 27.0.006 Plus 2 Unbalanced Load Cases N MT20 3.0x 4.0 Ctr Ctr 0.23 Max tens. force 1826 Lbs RUN DATE: 18- OCT -10 Plus 1 UBC LL Load Case(s) E MT20 5.0x 8.0- 1.1 -3.6 0.45 Connector Plate Fabrication Plus 1 DL Load Case(s) P# MT2H 8.0x14.0 1.3 0.3 0.75 Tolerance - 20% CSI -Size- - - -- Lumber - - -- Plus 1 Attic 2 Load Case(s) V MT20 8.Ox 8.0- 0.3 -0.4 0.50 Exceptions: P 0% TC 0.37 2x 4 SP - #2 X MT2H 4.0x 8.0 -0.9 0.1 1.00 This truss is designed for a -- 0.19 2x 6 SP -#2 Membr CSI P Lbs Axl- CSI -End A MT20 3.Ox 4.0 Ctr Ctr 0.64 creep factor of 1.5 which T -D E -V Top Chords S M1'20 3.Ox 6.0 -1.0 Ctr 0.88 is used to calculate total BC 0.92 2x 6 SP- 2400f -2.OE W -T 0.36 1665 C 0.02 0.34 J MT20 8.0x10.0 Ctr 1.2 0.53 load deflection. -- 0.81 2x 6 SP - #1D T -C 0.19 2193 C 0.02 0.17 I MT20 8.Ox 8.0 Ctr 1.2 0.56 A -J C -D 0.12 878 C 0.00 0.12 Y MT20 3.Ox 6.0 Ctr Ctr 0.67 -- 0.63 2x10 SP -#2 D -N 0.16 945 C 0.00 0.16 U MT20 3.Ox 6.0 1.0 Ctr 0.83 J -I N -E 0.16 945 C 0.00 0.16 H MT20 3.Ox 4.0 Ctr Ctr 0.41 WB 0.74 2x 4 SP - #3 E -F 0.17 852 C 0.00 0.17 R MT20 3.Ox 4.0 Ctr Ctr 0.20 ACT 0.21 2x 4 SP - #3 F -V 0.18 1713 C 0.00 0.18 Q MT20 4.Ox 8.0 Ctr Ctr 0.23 AWT 0.13 2x 4 SP - #3 V -X 0.37 1582 C 0.00 0.37 P MT20 3.Ox 4.0 Ctr Ctr 0.20 SCAB (1) 2x10x16' SP - #1D (.#) Bottom Chords A -S 0.12 428 T 0.00 0.12 # . Plate Monitor used Brace truss as follows: S -J 0.81 1411 T 0.11 0.70 REVIEWED BY: O.C. From To J -I 0.63 1814 T 0.20 0.43 MiTek Industries, Inc. TC Cont. 0- 0- 0 32- 1- 8 I -Y 0.92 1826 T 0.10 0.82 6904 Parke East Blvd. BC Cont. 0- 0- 0 32- 1- 8 Y -U 0.23 1326 T 0.07 0.16 Tampa, FL 33610 One Continuous Lateral Brace U -H 0.02 428 T 0.00 0.02 F -Y Webs REFER TO ONLINE PLUS GENERAL Attach CLB with (2) -10d nails A -W 0.53 2181 C WindLd NOTES AND SYMBOLS SHEET FOR at each web. W -S 0.69 1738 T ADDITIONAL SPECIFICATIONS. S -T 0.74 1184 C psf -Ld Dead Live T -J 0.27 680 T NOTES: TC 7.0 30.0 J -C 0.23 746 T Trusses Manufactured by: BC 10.0 0.0 I -F 0.56 1556 T Allstar TC +BC 17.0 30.0 F -Y 0.65 1542 C 1 Br Analysis Conforms To: Total 47.0 Spacing 24.0" Y -V 0.21 530 T FBC2007 Lumber Duration Factor 1.33 U -V 0.42 679 C TPI 2002 0%1 Plate Duration Factor 1.33 U -X 0.65 1637 T ( +) Fasten each scab (shaded) with S . PC' " S '. �J/ BC Fb -1.10 Fc -1.10 Ft -1.10 H -x Attic Chords ( (Top) d o.c w each row, nstaggered6 n •.,'(, G, E . S ...10 , I. C -R 0.19 1119 C 0.19 0.00 along entire length. . . .. N. 1s. T 4 . otal Load Reactions (Lbs) R -Q 0.13 1122 C 0.03 0.10 OH Loading ♦ '•• ` 9... Jt Down Uplift Horiz- Q -P 0.14 1186 C 0.04 0.10 Soffit psf 2.0 - - A 2260 629 U 502 R P -F 0.21 1183 C 0.21 0.00 Design checked for 10 psf non- " N O 53681 • Y 877 717 U Attic Webs (Top) concurrent LL on BC. •" * ' 1 � * •" H 1945 517 U 502 R R -D 0.02 65 T NOTE: USER MODIFIED PLATES r 1 f - • D -Q 0.12 303 T This design may have plates =" ' , f % m Jt Brg Size Required Q -N 0.05 270 C selected through a plate s 13 •• ;47,/,:,.. . ^_ _ _ ii. A 3.5" 2.3" Q -E 0.13 347 T monitor. '' STATE O F • � '"' Y 3.5" 1.5" P -E 0.02 67 T Wind Loads - ANSI / ASCE 7 -05 • 44/ ••■• H 3.5" 1.6" TL Defl -0.30" in J -I L/999 Truss Wind- Force Resistance System. ;0 �� • . - O R \ ' .• \�. LC# 1 Attic Loading LL Defl -0.21" in J -I L/999 Wind Speed: 120 mph #/ 0 ••" _� , Dur Fctrs - Lbr 1.00 Plt 1.00 Shear // Grain in I -Y 0.51 Mean Roof Height: 19 -6 � / el •. �` %% plf - Dead Live" From To Exposure Category: C / / / IO N Al- .. �,% TC V 14 60 0.0' 32.1' Plates for each ply each face. Occupancy Factor : 1.00 BC V 20 0 0.0' 32.1' Plate - MT20 20 Ga, Gross Area Building Type: Enclosed BC V 10 80 9.1' 23.1' Plate - MT2H 20 Ga, Gross Area Zone location: Exterior MA v 10 0 9.0' 23.3' Jt Type Plt Size X Y JSI TC Dead Load : 5.0 psf FL Cert. 6634 MA V 10 0 0.3' 8.8' W MT20 4.Ox 6.0 0.4 -0.3 0.88 BC Dead Load : 5.0 psf MA V 10 0 0.3' 8.7' T MT20 8.Ox 8.0 0.3 -0.4 0.35 Unbalanced Loads Checked C MT20 8.Ox 8.0 -0.8 1.2 0.51 Load Factors - 1.00 and 0.00 Plus 6 Wind Load Case(s) D MT20 5.Ox 8.0 1.1 -3.6 0.45 Max comp. force 2193 Lbs October 1 9,201 0 Online Plus*" O Copyright M7ek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/1812010 4:49:53 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV All 2 FLAT 50708 81004 0 0 T3903089 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 8 -10 -4 HO 8 -10 -4 TCI 2 -9 -12 1 5 -7 -8 2x311 3x4= 2 x 3 11 A E B Ts E" 8 -10 -4 V 4 : E 3x4= - '� 3x4= HGR HGR R:1309 R:1309 U:1101 U:1101 BC 5 -7 -8 Q 5 -7 -8 CD- ALL PLATES ARE MT2020 Scale: 0.222" = 1' MiTeko Online Plus' APPROX. TRUSS WEIGHT: 93.2 LBS Online Plus -- Version 27.0.006 Top Chords water ponding. RUN DATE: 18- 0CT -10 A -E 0.23 192 C 0.00 0.23 This truss must be installed E -B 0.23 192 C 0.00 0.23 as shown. It cannot be CSI -Size- - - -- Lumber - - -- Bottom Chords installed upside -down. TC 0.23 2x 6 SP - #2 D -C 0.39 218 T 0.02 0.37 Wind Loads - ANSI / ASCE 7 -05 BC 0.39 2x 6 SP - #2 Webs Truss is designed as a Main WB 0.72 2x 4 SP - #3 D -A 0.68 440 C WindLd 1 Br Wind -Force Resistance System. D -E 0.21 787 T 1 Br Wind Speed: 120 mph Brace truss as follows: E -C 0.21 787 T 1 Br Mean Roof Height: 19 -6 O.C. From To C -B 0.72 440 C WindLd 1 Br Exposure Category: C TC Cont. 0- 0- 0 5- 7- 8 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 5- 7- 8 TL Defl -0.05" in D -C L/999 Building Type: Enclosed One Continuous Lateral Brace LL Defl -0.03" in D -C L/999 Zone location: Exterior D -A D -E E -C C -B Shear // Grain in A -E 0.44 TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails BC Dead Load : 5.0 psf at each web. Plates for each ply each face. Max comp. force 599 Lbs Plate - MT20 20 Ga, Gross Area Max tens. force 787 Lbs psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication TC 7.0 30.0 Jt Type Plt Size X Y JSI Tolerance = 20% BC 10.0 0.0 A MT20 2.Ox 3.0 Ctr Ctr 0.31 This truss is designed for a TC +BC 17.0 30.0 E MT20 3.Ox 4.0 Ctr Ctr 0.52 creep factor of 1.5 which Total 47.0 Spacing 24.0" B MT20 2.Ox 3.0 Ctr Ctr 0.31 is used to calculate total Lumber Duration Factor 1.33 D MT20 3.Ox 4.0 Ctr Ctr 0.57 load deflection. Plate Duration Factor 1.33 C MT20 3.Ox 4.0 Ctr Ctr 0.57 TC Fb =1.00 Fc =1.00 Ft =1.00 BC Fb =1.00 Fc =1.00 Ft =1.00 REVIEWED BY: MiTek Industries, Inc. Total Load Reactions (Lbs) 6904 Parke East Blvd. , ,1,1 1 1111111 Jt Down Uplift Horiz- Tampa, FL 33610 �y D 1310 1102 U 507 R �� t •• •• • S •�. �� n X4 4 9 C 1310 1102 U 507 R REFER TO ONLINE PLUS GENERAL �� (j � �' •'• C N ............... y NOTES AND SYMBOLS SHEET FOR ∎ • .'• S � • � I � • Jt Brg Size Required ADDITIONAL SPECIFICATIONS. (v O 5 3 681 " D 3.5" 1.5" :t ; C 3.5" 1.5" NOTES: : * • l ' . Trusses Manufactured by: r! l / LC# 1 BCLS Loading Allstar ; 0 A � / CC Z Dur Fctrs - Lbr 1.33 Plt 1.33 Analysis Conforms To: • plf - Dead Live* From To FBC2007 +• STATE , OF . � TC V 14 60 -0.1' 5.5' TPI 2002 Z. BC V 20 0 -0.1' 5.5' This truss has been designed � • P ••• BC V 26 45 -0.1' 5.5' for 20.0 psf LL on the B.C. TC V 108 190 -0.1' 5.5' in areas where a rectangle / �% BC V 0 40 1.5' 3.9' 3- 6- 0 tall by �1 / r' , ��,,t % 2- 0- 0 wide Plus 6 Wind Load Case(s) will fit between the B.C. Plus 1 UBC LL Load Case(s) and any other member. Plus 1 DL Load Case(s) Design checked for 10 psf non- FL Cert. 6634 concurrent LL on BC. Membr CSI P Lbs Axl- CSI -Bnd Provide drainage to prevent Onhne Pka " m Copyright M7ek®1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:02 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV Al2 4 MONO 80608 8 0 0 T3903090 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -6 -6 HO 9 -2 -11 TCI 3-9-4 1 8 -6 -8 2x3 11 B 8 3x4-5:- E 9 -2 -11 2x311 1 F A 3x4 =` D 3x4= n 11 HGR W:308 HGR R: 364 R: 395 R: 392 U: 124 U: 405 BC 3 -9 -4 1 8 - - E3 8 -6 -8 B- ALL PLATES ARE MT2020 Scale: 0.201" = 1' MiTek Online Plus' APPROX. TRUSS WRIGHT : 90.0 LBS Online Plus -- Version 27.0.006 Membr CSI P Lbs Axl- CSI -Bnd concurrent LL on BC. RUN DATE: 18- OCT -10 Top Chords Wind Loads - ANSI / ASCB 7 -05 F -E 0.31 149 T 0.01 0.30 Truss is designed as a Main CSI -Size- - - -- Lumber - - -- E -B 0.30 203 C 0.00 0.30 Wind - Force Resistance System. TC 0.31 2x 4 SP - #2 Bottom Chords Wind Speed: 120 mph BC 0.13 2x 6 SP - #2 A -D 0.13 233 T 0.01 0.12 Mean Roof Height: 19 -6 WB 0.49 2x 4 SP - #3 D -C 0.13 233 T 0.01 0.12 Exposure Category: C Webs Occupancy Factor : 1.00 Brace truss as follows: A -F 0.11 156 T WindLd Building Type: Enclosed O.C. From To A -E 0.25 329 C Zone location: Exterior TC Cont. 0- 0- 0 8- 6- 8 E -C 0.20 362 T TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 8- 6- 8 C -B 0.49 167 T WindLd 1 Br BC Dead Load : 5.0 psf One Continuous Lateral Brace Max comp. force 329 Lbs C -B TL Defl - 0.01" in D -C L/999 Max tens. force 362 Lbs Attach CLB with (2) -10d nails LL Defl 0.00" in A -D L/999 Connector Plate Fabrication at each web. Shear // Grain in E -B 0.20 Tolerance = 20% This truss is designed for a psf -Ld Dead Live Plates for each ply each face. creep factor of 1.5 which TC 7.0 30.0 Plate - MT20 20 Ga, Gross Area is used to calculate total BC 10.0 0.0 Plate - MT2H 20 Ga, Gross Area load deflection. TC +BC 17.0 30.0 Jt Type Plt Size X Y JSI Total 47.0 Spacing 24.0" F MT20 2.Ox 3.0 Ctr Ctr 0.17 Lumber Duration Factor 1.33 E MT20 3.Ox 4.0 Ctr Ctr 0.23 Plate Duration Factor 1.33 B MT20 2.Ox 3.0 Ctr Ctr 0.20 TC Fb =1.00 Fc =1.00 Ft =1.00 A MT20 3.Ox 4.0 Ctr Ctr 0.17 BC Fb =1.00 Fc =1.00 Ft =1.00 C MT20 3.Ox 4.0 Ctr Ctr 0.22 Total Load Reactions (Lbs) REVIEWED BY: ,, flhItiil : Jt Down Uplift Horiz- MiTek Industries, Inc. �% n��, S l A 365 125 U 375 R 6904 Parke East Blvd. ,■‘ �r ........ M q � �� D 395 Tampa, FL 33610 G E N C 393 406 U 561 R \S \ • • . 1. `S " %% REFER TO ONLINE PLUS GENERAL •: 0 : Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR , * `,` No 53681 . . * r A 3.5" 1 ADDITIONAL SPECIFICATIONS. .• D 3.5" 1.5" • ' . C 3.5" 1.5" NOTES: '0 • f G g Trusses Manufactured by: :1 . STATE S TATE ; OF : 1 LC# 1 BCLS Loadin Allstar ., Dur Fctrs - Lbr 1.33 Plt 1.33 Analysis Conforms To: plf - Dead Live* From To FBC2007 1' 0 4\. S • • • 4.( O R ; Q P .• `, %•• •:` TC V 1 60 0.0' 8.5' TPI 2002 !, ..••.. �'J ,‘ BC V 20 0 0.0' 8.5' This truss has been designed �j S / �� BC V 20 20 0.9' 7.3' for 20.0 psf LL on the B.C. t1 1,,, • N ■ A� ��. ■ BC V 0 40 2.8' 5.0' in areas where a rectangle 3- 6- 0 tall by Plus 5 Wind Load Case(s) 2- 0- 0 wide Plus 1 UBC LL Load Case(s) will fit between the B.C. FL Cert. 6634 Plus 1 DL Load Case(s) and any other member. Design checked for 10 psf non - Online Plus'" 0 Copyright MiTek 8) 1996 -2010 Version 27.0 006 Engineering - Portrait 10/1 8/2010 3:20:02 PM Page 1 October 19,2010 Job Mark 072610A -REV Quan Type Span P1 -H1 Left OH Right OH Engineering A 15 1 *2P FLAT 180004 20000 0 0 T390309I FORSYTH RSSD. - SEL VAMARINA DR. - ATLANTIC BEACH This truss is NOT symmetric. HO 2 - 0 - 0 Proper orientation is essential. TC 4 -8 -4 HO 2 -0 -0 7-2-0 I 10 -10 -4 1 13 -5 -12 1 18 -0 -4 2 x 3 11 P 3x4= 3x4= 4x6= 3x6= A 3x4= M NSPL 0 B e 2 -0 -0 � ilil ■digi > D 2x311 C L 1 KSPL J r 2x311 3x4= 3x6= 6x6= 3x6= 1 1 7 1 W:208 W:308 W:508 W:208 R: 866 R:1999 R:2506 R:1128 U: 407 U: 937 U:1171 U: 522 BC 4 -4 -12 1 7 -2 -U I 1U -1U -4 1 13-5 -11 I 18 -0 -4 18 -0 -4 B ALL PLATES ARE MT2020 Scale: 0.331" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 132.0 LBS Online Plus -- Version 27.0.006 Webs will fit between the B.C. RUN DATE: 18- OCT -10 D -A 0.03 432 C WindLd and any other member. * A -L 0.12 797 T Design checked for 10 psf non- * 2 -Ply Truss L -M 0.07 581 T concurrent LL on BC. M -I 0.10 1352 C Provide drainage to prevent I -N 0.02 289 C water ponding. CSI -Size- - - -- Lumber - - -- I -O 0.05 631 C This truss must be installed TC 0.65 2x 4 SP -$2 K -O 0.07 560 T as shown. It cannot be BC 0.18 2x 6 SP -N2 0 -J 0.03 443 C installed upside -down. WB 0.12 2x 4 SP-#3 J -P 0.10 1346 C Wind Loads - ANSI / ASCE 7 -05 J -B 0.01 170 C Truss is designed as a Main Brace truss as follows: C -B 0.05 731 C WindLd Wind -Force Resistance System. O.C. From To Wind Speed: 120 mph TC Cont. 0- 0- 0 18- 0- 4 TL Defl -0.03" in D -L L/999 Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 18- 0- 4 LL Defl -0.01" in D -L L/999 Exposure Category: C Shear // Grain in P -B 0.61 Occupancy Factor : 1.00 psf -Ld Dead Live TC 7.0 30.0 Plates for each ply each face. Z Building Type: Exter location: Exteri p Zor BC 10.0 0.0 Plate - MT20 20 Ga, Gross Area TC Dead Load 5.0 psf TC +BC 17.0 30.0 Plate - MT2H 20 Ga, Gross Area BC Dead Load : 5.0 psf Total 47.0 Spacing 24.0" Jt Type Plt Size X Y JSI Max comp. force 1352 Lbs Lumber Duration Factor 1.33 A MT20 3.Ox 4.0 Ctr Ctr 0.27 Max tens. force 797 Lbs Plate Duration Factor 1.33 M MT20 3.Ox 4.0 Ctr Ctr 0.43 Connector Plate Fabrication TC Fb ..1.00 Fc -1.00 Ft -1.00 N MT20 4.Ox 6.0 Ctr 1.0 0.39 Tolerance . 20% BC Fb -1.00 Fc -1.00 Ft.1.00 0 MT20 3.Ox 6.0 Ctr Ctr 0.32 This truss is designed for a P MT20 2.Ox 3.0 Ctr Ctr 0.43 creep factor of 1.5 which Total Load Reactions (Lbs) B MT20 3.Ox 4.0 Ctr Ctr 0.17 is used to calculate total Jt Down Uplift Horiz- D MT20 2.Ox 3.0 Ctr Ctr 0.23 load deflection. D 866 407 U 92 R L MT20 3.Ox 4.0 Ctr Ctr 0.27 I 2000 937 U I MT20 3.Ox 6.0 Ctr Ctr 0.68 J 2507 1172 U K MT20 6.Ox 6.0 Ctr -1.2 0.43 C 1129 523 U 92 R J MT20 3.Ox 6.0 Ctr Ctr 0.28 C MT20 2.Ox 3.0 Ctr Ctr 0.23 Jt Brg Size Required D 2.5" 1.5" REVIEWED BY: I 3.5" 1.5" MiTek Industries, Inc. J 5.5" 1.5" 6904 Parke East Blvd. , , ,,tj��'f t��Il ill, C 2.5" 1.5" Tampa, FL 33610 S LC* 1 Standard Loading REFER TO ONLINE PLUS GENERAL �•, � .. •• • M q , ,'e ms Dur Fctrs - Lbr 1.33 Plt 1.33 NOTES AND SYMBOLS SHEET FOR ,��`. e• V O E N S�• • • � 6 ° 0 plf - Dead Live® From To ADDITIONAL SPECIFICATIONS. TC V 14 60 -0.1' 17.9' • BC V 20 0 -0.1' 17.9' NOTES: - \ No 536$1 � BC V 68 120 -0.1' 17.9' Trusses Manufactured by: +' * . 1 • * .: TC V 119 210 13.4' 17.9' Allstar - , Analysis Conforms To: Plus 6 Wind Load Case(s) FBC2007 "" _ ! Plus 1 UBC LL Load Case(s) TPI 2002 % "Si__ - + Plus 1 DL Load Case(s) 2 COMPLETE TRUSSES REQUIRED. - �. • STATE O F : • w` Fasten together in staggered ' Membr CSI P Lbs Axl- CSI -Bnd pattern. (1/2" bolts -OR- +.• ....(‘•••••. / Q. • •� %. Top Chords SDS3 screws -OR- 10d nails ♦� . L O R , Q • • / " � . , s A -M 0.13 746 C 0.00 0.13 as each layer is applied.) .e S li N A ..••..• • ` !' , N M -N 0.14 403 T 0.03 0.11 - - -- Spacing (In) - - -- I1l V :,:A1/4-/ `‘ O -P 0.59 159 T 0.01 0.58 TCRO 1 s N Si9ews Bol Bolts lll l i 1% P -8 0.65 159 T 0.01 0.64 BC 2 12 24 0 Bottom Chords WB 1 8 8 D -L 0.18 69 T 0.00 0.18 This truss has been designed FL Cert. 6634 L -I 0.18 746 T 0.04 0.14 for 20.0 psf LL on the B.C. I -K 0.15 238 T 0.01 0.14 in areas where a rectangle K -J 0.17 238 T 0.01 0.16 3- 6- 0 tall by J - 0.16 69 T 0.00 0.16 2- 0- 0 wide Online Plus'. C Copyright M7eke 1996-2010 Version 27 0.006 Engineering - Portrait 10/18/2010 3:20:02 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV B1 2 TR 60108 8 0 0 T3903092 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 4 HO 4 TCI 1-4 -0 1 3 -0 -12 1 4 -9 -8 I 6 -1 -8 4x4= 8 B 3x4% 3x4�� E F 2 -11 -3 3x4= 2 -0 -12 , 3x4= 3x4% ,, ' 3x4,;... A C Or D 0 ( +) 2x3 ( +) BC 3 -0 -12 1 6 - - B 6 -1 -8 B ALL PLATES ARE MT2020 Scale: 0.672" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 39.2 LBS Online Plus -- Version 27.0.006 D -B 0.01 120 C Truss is designed as a Main RUN DATE: 18- OCT -10 Wind -Force Resistance System. TL Defl 0.00" in D -C L/999 Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- LL Defl 0.00" in D -C L/999 Mean Roof Height: 19 -6 TC 0.05 2x 4 SP - #2 ( +) Shear // Grain in E -B 0.08 Exposure Category: C BC 0.05 2x 4 SP - #2 Occupancy Factor : 1.00 WB 0.01 2x 4 SP - #3 Plates for each 1 each face. P Y Building Type: Enclosed Plate - MT20 20 Ga, Gross Area Zone location: Exterior Brace truss as follows: Plate - MT2H 20 Ga, Gross Area TC Dead Load : 5.0 psf O.C. From To Jt Type Plt Size X Y JSI BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 6- 1- 8 A MT20 3.Ox 4.0 Ctr Ctr 0.49 Max comp. force 120 Lbs BC Cont. 0- 0- 0 6 - 1 - 8 B MT20 4.Ox 4.0 Ctr Ctr 0.42 Max tens. force 79 Lbs C MT20 3.Ox 4.0 Ctr Ctr 0.49 Connector Plate Fabrication psf - Dead Live D MT20 2.Ox 3.0 Ctr Ctr 0.17 Tolerance = 20% TC 7.0 30.0 This truss is designed for a BC 10.0 0.0 REVIEWED BY: creep factor of 1.5 which TC +BC 17.0 30.0 MiTek Industries, Inc. is used to calculate total Total 47.0 Spacing 24.0" 6904 Parke East Blvd. load deflection. Lumber Duration Factor 1.33 Tampa, FL 33610 Plate Duration Factor 1.33 TC Fb =1.15 Fc =1.10 Ft =1.10 REFER TO ONLINE PLUS GENERAL BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. ' Total Load Reactions Ho (Lbs) ' , ', L�- q Jt Down Uplift Horiz- NOTES: �� s� ^ ij� ` , A 491 229 U 63 R Trusses Manufactured by: , G � • •••••••• G E N Q � . Allstar Z.' ..V •'\e S ' ,C . .•% ■ Jt Brg Size Required Analysis Conforms To: ■ - No 53681 A 73.5" 0 " -to- 74" FBC2007 ;r TPI 2002 i;;47..::*-3:1-:A;I:EP::::::::::: Plus 6 Wind Load Case(s) This truss has been designed Plus 1 UBC LL Load Case(s) for 20.0 psf LL on the B.C. " Plus 1 DL Load Case(s) in areas where a rectangle : 3 - 6 - 0 tall by .(\ -.• Membr CSI P Lbs Axl- CSI -Bnd 2- 0- 0 wide � A -B 0.OS 61 0.05 andlanytotheremember.B C ,��I1S��NA1 ; ,` B -C 0.05 61 C 0.00 0.05 Design checked for 10 psf non - Bottom Chords concurrent LL on BC. A -D 0.05 1 C 0.00 0.05 Refer to Gen Det 3 series for FL Cent. 6634 D -C 0.05 1 C 0.00 0.05 web bracing and plating. Webs Wind Loads - ANSI / ASCE 7 -05 October 19,2010 Online Plus*"' 0 Copyright MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:39:49 PM Page 1 Job Mark 1 Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV B2 6 TR 60108 8 1- 4- 0 1- 4- 0 73903093 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 4 -7 HO 4 -7 TCI 1 -4 -0 I 3 -0 -12 I 6 -1 -8 1 1 -4 -0 I 7 3 -3 -6 2 -4 -15 3x4= AAIIIIIII C " !II 311 7 W:308 W:308 R: 391 R: 391 U: 187 U: 187 BCI 3 -0 -12 I 6 -1 -8 6 -1 -8 B ALL PLATES ARE MT2020 Scale: 0.601" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 35.6 LBS Online Plus -- Version 27.0.006 LL Defl 0.00" in D -C L/999 TC Dead Load : 5.0 psf RUN DATE: 18- OCT -10 Shear // Grain in A -B 0.10 BC Dead Load : 5.0 psf Max comp. force 251 Lbs CSI -Size- - - -- Lumber - - -- Plates for each ply each face. Max tens. force 207 Lbs TC 0.06 2x 4 SP - #2 Plate - MT20 20 Ga, Gross Area Connector Plate Fabrication BC 0.06 2x 4 SP - #2 Plate - MT2H 20 Ga, Gross Area Tolerance = 20% WB 0.03 2x 4 SP - #3 Jt Type Plt Size X Y JSI This truss is designed for a A MT20 3.Ox 4.0 Ctr Ctr 0.49 creep factor of 1.5 which Brace truss as follows: B MT20 4.Ox 4.0 Ctr Ctr 0.42 is used to calculate total 0.C. From To C MT20 3.Ox 4.0 Ctr Ctr 0.49 load deflection. TC Cont. 0- 0- 0 6- 1- 8 D MT20 2.Ox 3.0 Ctr Ctr 0.17 BC Cont. 0- 0- 0 6- 1- 8 REVIEWED BY: psf -Ld Dead Live MiTek Industries, Inc. TC 7.0 30.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC +BC 17.0 30.0 Total 47.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.33 ADDITIONAL SPECIFICATIONS. TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: Trusses Manufactured by: Total Load Reactions (Lbs) Allstar Jt Down Uplift Horiz- Analysis Conforms To: A 392 187 U 73 R FBC2007 'lilliir C 392 187 U 73 R TLoadPI • % %0 2 L S , . d / 1, ■ Jt Brg Size Required Soffit psf 2.0 %% C',.•• " " . " ' A 3.5" 1.5" This truss has been designed ��` • •'� \C' E N S' k . •. / © C 3.5" 1.5" for 20.0 psf LL on the B.C. • in areas where a rectangle ,, - NO 53681 Plus 6 Wind Load Case(s) 3- 6- 0 tall by '' : \ Plus 1 UBC LL Load Case(s) 2- 0- 0 wide 7 - Plus 1 DL Load Case(s) will fit between the B.C. • / / • "' and any other member. - Membr CSI P Lbs Axl- CSI -Bnd Design checked for 10 psf non- 0 STATE TAT E }F , Top Chords concurrent LL on BC. • ,(\ / Q, • A -B 0.06 251 C 0.01 0.05 Wind Loads - ANSI / ASCE 7 -05 , i � k' 0 R \ � .\ %.` B B -C 0.06 251 C 0.01 0.05 Truss is designed as a Main 0 ...... ' Bottom Chords Wind -Force Resistance System. '' ee tS J �N At, ' C . 0 A -D 0.06 207 T 0.03 0.03 Wind Speed: 120 mph �•//11111111�� D -C 0.06 207 T 0.03 0.03 Mean Roof Height: 19 -6 Webs Exposure Category: C D -B 0.03 120 T Occupancy Factor : 1.00 FL Cert. 6634 Building Type: Enclosed TL Defl 0.00" in D -C L/999 Zone location: Exterior Online Plus.' 0 Copyright Mired) 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:03 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV B3 2 TR 60108 8 0 0 T3903094 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 4 -7 HO 4 -7 TCI 3 -0 -12 6 -1 -8 4x4_ S 8 1,7 2 -4 -15 3x4= 3x4= A C lb D il Ill 3x611 W 7 :308 W:308 R:1199 R:1199 U: 559 U: 559 BC 3 -0 -12 1 6 -1 -8 6 -1 -8 B ALL PLATES ARE MT2020 Scale: 0601".1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 35.0 LES Online Plus -- Version 27.0.006 Bottom Chords Mean Roof Height: 19 -6 RUN DATE: 18- OCT -10 A -D 0.31 940 T 0.11 0.20 Exposure Category: C D -C 0.31 940 T 0.11 0.20 Occupancy Factor : 1.00 CSI -Size- - - -- Lumber - - -- Webs Building Type: Enclosed TC 0.14 2x 4 SP - #2 D -B 0.30 1021 T Zone location: Exterior BC 0.31 2x 6 SP - #2 TC Dead Load : 5.0 psf WB 0.30 2x 4 SP - #3 TL Defl -0.02" in A -D L/999 BC Dead Load : 5.0 psf LL Defl -0.01" in A -D L/999 Max comp. force 1112 Lbs Brace truss as follows: Shear // Grain in A -D 0.38 Max tens. force 1021 Lbs O.C. From To Connector Plate Fabrication TC Cont. 0- 0- 0 6- 1- 8 Plates for each ply each face. Tolerance = 20% BC Cont. 0- 0- 0 6- 1- 8 Plate - MT20 20 Ga, Gross Area This truss is designed for a Plate - MT2H 20 Ga, Gross Area creep factor of 1.5 which psf -Ld Dead Live Jt Type Plt Size X Y JSI is used to calculate total TC 7.0 30.0 A MT20 3.Ox 4.0 Ctr Ctr 0.64 load deflection. BC 10.0 0.0 B MT20 4.Ox 4.0 Ctr Ctr 0.50 TC +BC 17.0 30.0 C MT20 3.Ox 4.0 Ctr Ctr 0.64 Total 47.0 Spacing 24.0" D MT20 3.Ox 6.0 Ctr -0.4 0.41 Lumber Duration Factor 1.33 Plate Duration Factor 1.33 REVIEWED BY: TC Fb =1.00 Fc =1.00 Ft =1.00 MiTek Industries, Inc. BC Fb =1.00 Fc =1.00 Ft =1.00 6904 Parke East Blvd. Tampa, FL 33610 Total Load Reactions (Lbs) Jt Down Uplift Horiz- REFER TO ONLINE PLUS GENERAL A 1199 559 U 72 R NOTES AND SYMBOLS SHEET FOR IIIIIIIIjill C 1199 559 U 72 R ADDITIONAL SPECIFICATIONS. t' u S. > ii Jt Brg Size Required NOTES: 0 ��•' q • A 3.5" 1.5" Trusses Manufactured by: �� \ E N g -•.• ,y, � C 3.5" 1.5" Allstar •.. .. • \‘‘ ' •• ©-s Analysis Conforms To: • NO 53681 •. LC# 1 Standard Loading FBC2007 .•" * ; Dur Fctrs - Lbr 1.33 Plt 1.33 TPI 2002 : , _2 / � plf - Dead Live* From To This truss has been designed y U • � • . TC V 14 60 0.0' 6.1' for 20.0 psf LL on the S.C. 7.5 % � STATE OF • 1 - 1 -1 BC V 20 0 0.0' 6.1' in areas where a rectangle 0;0% .:4/ BC V 108 190 0.0' 6.1' 3- 6- 0 tall by ,C 2- 0- 0 wide i��•, •�< 0 R,P. \,• P l u s 6 Wind Load Case(s) will fit between the B.C. el )� O ......• . Plus 1 UBC LL Load Case(s) and any other member. ' '� / S f ONA� L i%' P 1 DL Load Case(s) Design checked for 10 psf non- I l concurrent LL on BC. Membr CSI P Lbs Axl- CSI -Bnd Wind Loads - ANSI / ASCE 7 -05 Top Chords Truss is designed as a Main FL Cert. 6634 A -B 0.14 1112 C 0.07 0.07 Wind -Force Resistance System. _ B -C 0.14 1112 C 0.07 0.07 Wind Speed: 120 mph Online Plus'" 0 Copyright MTeke 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:04 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV B4 5 TR 140700 8 0 0 T3903095 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 4 -7 TCI 7_3_8 HO 4 -7 I 14 -7 -0 4x4- 4 e 8[:::/ 5 -2 -12 3x 3x4 4 - A - = C L J D 2x3 11 HGR W:308 R: 685 R: 685 U: 319 U: 319 BC 7 -3-8 I 14 -7 -0 B 14 -7 -0 B ALL PLATES ARE MT2020 Scale: 0.355" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 70.1 LBS Online Plus -- Version 27.0.006 A -D 0.42 581 T 0.09 0.33 concurrent LL on BC. RUN DATE: 18- OCT -10 D -C 0.42 581 T 0.09 0.33 Wind Loads - ANSI / ASCE 7 -05 Webs Truss is designed as a Main CSI -Size- - - -- Lumber - - -- D -B 0.08 327 T Wind -Force Resistance System. TC 0.44 2x 4 SP - #2 Wind Speed: 120 mph BC 0.42 2x 4 SP - #2 TL Defl -0.11" in A -D L/999 Mean Roof Height: 19 -6 WB 0.08 2x 4 SP - #3 LL Defl -0.06" in A -D L/999 Exposure Category: C Shear // Grain in A -B 0.26 Occupancy Factor : 1.00 Brace truss as follows: Building Type: Enclosed O.C. From To Plates for each ply each face. Zone location: Exterior TC Cont. 0- 0- 0 14- 7- 0 Plate - MT20 20 Ga, Gross Area TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 14- 7- 0 Plate - MT2H 20 Ga, Gross Area BC Dead Load : 5.0 psf Jt Type Plt Size X Y JSI Max comp. force 692 Lbs psf -Ld Dead Live A MT20 3.Ox 4.0 Ctr Ctr 0.49 Max tens. force 581 Lbs TC 7.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.42 Connector Plate Fabrication BC 10.0 0.0 C MT20 3.Ox 4.0 Ctr Ctr 0.49 Tolerance = 20% TC +BC 17.0 30.0 D MT20 2.Ox 3.0 Ctr Ctr 0.40 This truss is designed for a Total 47.0 Spacing 24.0" creep factor of 1.5 which Lumber Duration Factor 1.33 REVIEWED BY: is used to calculate total Plate Duration Factor 1.33 MiTek Industries, Inc. load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 6904 Parke East Blvd. BC Fb =1.10 Fc =1.10 Ft =1.10 Tampa, FL 33610 Total Load Reactions (Lbs) REFER TO ONLINE PLUS GENERAL `�,><�1�I��ll�� Jt Down Uplift Horiz- NOTES AND SYMBOLS SHEET FOR 1 P•� M �/ , A 685 320 U 181 R ADDITIONAL SPECIFICATIONS. �� ■ • CJ` ` •• • C E Ns •• ' 'i ti • C 685 320 U 181 R '• • \,\ AC` " "�/ NOTES: ". = No 53681 Jt Brg Size Required Trusses Manufactured by: "'* ; ' ` * • A 3.5" 1.5" Alistar C 3.5" 1.5" Analysis Conforms To: ��• 4 l - FBC2007 STATE TATE ,OF Plus 6 Wind Load Case(s) TPI 2002 0'• • Plus 1 UBC LL Load Case(s) This truss has been designed o /<\''. •'•;- r Q- • Z' Plus 1 DL Load Case(s) for 20.0 psf LL on the B.C. # .0 f • � L O R ■ Q • \ 1• in areas where a rectangle ,' '1,, v /O NA1. - 1 Membr CSI P Lbs Axl- CSI -Bnd 3- 6- 0 tall by I�f1ll11„�, Top Chords 2- 0- 0 wide A -B 0.44 692 C 0.01 0.43 will fit between the B.C. B -C 0.44 692 C 0.01 0.43 and any other member. FL Cert. 6634 Bottom Chords Design checked for 10 psf non - Online Plus^" © Copyright MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/1E42010 3:20:04 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 072610A REV C1 2 TR 150400 8 0 0 T3903096 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. TCI 1 -6 -4 1 3 -6 -4 1 5 -6 -4 1 7 -8 -0 1 9 -9 -12 1 11 -9 -12 1 13 -9 -12 115 -4 -0 8 4x4= HO 1 -2 -5 HO 1 -2 -5 2 x 3 11 2x311 Refer to general detail 3 series U for web wind bracing and plating. 2x311 2x311 3x4-. S V 3x4 6 -3 -10 8 2x311 3x4-. R g N Y 2 x 3 11 2x3= W 3x4 3x4 w 2x311 2x3= 14 = 3x4: ° J o � -, 6 4 - 0 - 0 � B 6 ,�, -. C A mo t; 2x311 4 P 0 M L K 0 2x311 3x4= 2x311 2 x 3 11 2 x 3 11 2 x 3 11 3x4= BC 1 - 6 -4 1 3 -6 -4 1 5 -6 -4 1 9 -9 -12 1 11 -9 -12 113 -9 -12 115 -4 -0 '6 15 -4 -0 B ALL PLATES ARE MT2020 Scale :0322 " = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 131.7 LBS Online Plus -- Version 27.0.006 0 -X 0.04 170 C 0.03 0.01 in areas where a rectangle e RUN DATE: 18- OCT -10 X -T 0.05 166 C 0.04 0.01 g 3- 6- 0 tall by wide -N 0.02 6 T 0.00 0.02 2- 0- 0 wide CSI -Size- - - -- Lumber - - -- N -B 0.01 7 C 0.00 0.01 will fit between the B.C. TC 0.05 2x 4 SP - #2 (+) N -Y 0.02 6 T 0.00 0.02 and any other member. BC 0.07 2x 4 SP - #2 M -Y 0.04 170 C 0.03 0.01 y WB 0.06 2x 4 SP - #3 Design checked for 10 psf non - Y -U 0.05 166 C 0.04 0.01 concurrent LL on BC. L -V 0.04 170 T Wind Loads - ANSI / ASCE 7 -05 Brace truss as follows: K -W 0.03 149 T Truss is designed as a Main 0.C. From To K -J 0.06 240 T Wind -Force Resistance System. TC Cont. 0- 0- 0 15- 4- 0 C -J 0.02 205 C WindLd Wind Speed: 120 mph BC Cont. 0- 0- 0 15- 4- 0 Mean Roof Height: 19 -6 TL Defl -0.01" in 0 -M L/999 Exposure Category: C psf -Ld Dead Live LL Defl -0.01" in 0 -M L/999 Occupancy Factor : 1.00 TC 7.0 30.0 Shear // Grain in 0 -M 0.09 Building Type: Enclosed BC 10.0 0.0 Zone location: Exterior TC +BC 17.0 30.0 Plates for each ply each face. TC Dead Load : 5.0 psf Total 47.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Lumber Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Unbalanced Loads Checked Plate Duration Factor 1.33 Jt Type Plt Size X Y JSI Load Factors = 1.00 and 0.00 TC Fb =1.15 Fc =1.10 Ft =1.10 I MT20 3.Ox 4.0 Ctr Ctr 0.22 Max comp. force 205 Lbs BC Fb =1.10 Fc =1.10 Ft =1.10 R MT20 2.Ox 3.0 Ctr Ctr 0.17 Max tens. force 240 Lbs S MT20 2.Ox 3.0 Ctr Ctr 0.17 Connector Plate Fabrication Total Load Reactions (Lbs) T MT20 2.Ox 3.0 Ctr Ctr 0.17 Tolerance = 20% Jt Down Uplift Horiz- B MT20 4.Ox 4.0 Ctr Ctr 0.42 This truss is designed for a A 1441 672 U 245 R U MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which V MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total Jt Brg Size Required W MT20 2.Ox 3.0 Ctr Ctr 0.17 load deflection. A 184.0" 0 " -to- 184" J MT20 3.Ox 4.0 Ctr Ctr 0.22 A MT20 2.Ox 3.0 Ctr Ctr 0.17 Plus 6 Wind Load Case(s) Q MT20 3.Ox 4.0 Ctr Ctr 0.17 Plus 2 Unbalanced Load Cases P M720 2.Ox 3.0 Ctr Ctr 0.21 w it l'i Plus 1 DL Load L Case(s) e(s) M 0 MT20 2.0x 3.0 Ctr Ctr 0.19 MT20 2.Ox 3.0 Ctr Ctr 0.19 � �� PEL S. t 'V AA / , ' *, � L MT20 2.Ox 3.0 Ctr Ctr 0.21 ♦ ..... Membr CSI P Lbs Axl- CSI -Bnd K MT20 3.Ox 4.0 Ctr Ctr 0.17 ` V G •� �+ EN " � ' Top Chords C MT20 2.Ox 3.0 Ctr Ctr 0.17 4 �. \ V � L am ' / ,- I -R 0.03 183 C 0.00 0.03 X MT20 2.Ox 3.0 Ctr Ctr 0.17 ♦ � • " • L .`' -- R -S 0.04 119 C 0 0.04 Y MT20 2.Ox 3.0 Ctr Ctr 0.17 = . : � • No 53681 •' S -T 0.05 118 C 0.00 0.05 N MT20 2.Ox 3.0 Ctr Ctr 0.17 y(� � . * T -B 0. 129 C 0.00 0.05 * " B -U 0.05 129 C 0.00 0.05 REVIEWED BY: "' U -V 0.05 118 C 0.00 0.05 MiTek Industries, Inc. 7 l f V -W 0.04 119 C 0.00 0.04 6904 Parke East Blvd. > �.-�{ W -J 0.03 183 C 0.00 0.03 Tampa, FL 33610 1;5 S TAT E OF • ( V Bottom Chords I. V....) 4/ A -Q 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENERAL Q -P 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR „ • � • . . 4 0 R k p . . � ,�, P - 0.07 0 T 0.00 0.07 ADDITIONAL SPECIFICATIONS. S O -M 0.07 0 T 0.00 0.07 S "' t� +{[� + M -L 0.07 0 T 0.00 0.07 NOTES: ,', 11 4 , N A I- ‘ N L -K 0.01 0 T 0.00 0.01 Trusses Manufactured by: I/)1I��1(� K -C 0.01 0 T 0.00 0.01 Allstar Webs Analysis Conforms To: A -I 0.02 205 C WindLd FBC2007 FL Cert. 6634 I -Q 0.06 240 T TPI 2002 Q -R 0.03 149 T This truss has been designed , P -S 0.04 170 T for 20.0 psf LL on the B.C. October 19,201 Online Plus ® Copyright Weld) 1996-2010 Version 27.0.006 Engineenng - Portrait 10/18/2010 3:20:05 PM Page 1 Job Mark 072610A -REV Quan Type Span Pi -Hi Left OH Right OH Engineering C2 7 SCIS 150400 8 1- 4 -12 1- 4 -12 T3903097 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 1 -6 -8 N M o ' 0 W 0 TC 1104121 3 -10 -14 in 7 -8 -0 1 10 -11 -1 '�1 15 -4 -0 110412! 4x4 - B # 3 x 10,, , „ #3x10.. M ' N R jr, 8 � I � G D H 6 -7 -13 66\a 4 -10 -3D 2$3 �/ � `\ 2x311 Z 8 F iz Al 3x4. ' . ® 3x4 W:412 W:412 R: 829 R: 829 U: 391 U: 391 BC! 7 -8 -0 I 15 -4 -0 B 15 -4 -0 B ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.246" = 1' MiTek® Online Plus"' APPROX. TRUSS WEIGHT: 120.3 LBS Online Plus -- Version 27.0.006 A -M 0.37 1927 C 1 Br Design DATE: 18- OCT -10 G -D 0.14 545 T nn checked for 10 psf non - concurrent LL on BC. D -B 0.69 2320 T NOTE: USER MODIFIED PLATES CSI -Size- - - -- Lumber - - -- D -H 0.14 545 T This design may have plates TC 0.95 2x 4 SP - #2 N -C 0.37 1927 C 1 Br selected through a plate BC 0.50 2x 4 SP - #2 C -F 0.06 339 C WindLd monitor. WB 0.69 2x 4 SP - #3 Wind Loads - ANSI / ASCE 7 -05 TL Defl - 0.68" in D -C L/257 Truss is designed as a Main Brace truss as follows: LL Defl -0.35" in D -C L/493 Wind -Force Resistance System. O.C. From To Hz Disp LL DL TL Wind Speed: 120 mph TC Cont. 0- 0- 0 15- 4- 0 Jt C 0.51" 0.44" 0.94" Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 15- 4- 0 Shear // Grain in I -G 0.40 Exposure Category: C One Continuous Lateral Brace A -M N -C Occupancy Factor : 1.00 Plates for each ply each face. Building Type: Enclosed Attach CLB with (2) -10d nails Plate - MT20 20 Ga, Gross Area Zone location: Exterior at each web. Plate - MT2H 20 Ga, Gross Area TC Dead Load : 5.0 psf Jt Type Plt Size X Y JSI BC Dead Load : 5.0 psf psf - Dead Live E MT20 2.Ox 3.0 Ctr Ctr 0.24 Max comp. force 2265 Lbs TC 7.0 30.0 M# MT20 3.0x10.0 2.1 2.1 0.91 Max tens. force 2320 Lbs BC 10.0 0.0 TC +BC 17.0 30.0 Connector Plate Fabrication B MT20 4.Ox 4.0 Ctr -0.5 0.86 Tolerance = 20% Total 47.0 Spacing 24.0" This truss is designed for a Lumber Duration Factor 1.33 N# MT20 3.0x10.0 -1.6 1.9 0.91 creep factor of 1.5 which Plate Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.24 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 A MT20 3.Ox 4.0 1.2 0.8 0.91 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 D MT20 6.Ox 6.0 Ctr -1.2 0.91 C MT20 3.Ox 4.0 -1.2 0.8 0.91 Total Load Reactions (Lbs) Jt Down Uplift Horiz- # = Plate Monitor used A 829 391 U 269 R REVIEWED BY: .101 C C 830 391 U 269 R MiTek Industries, Inc. , ,A , NSL S, 4 4 'e 6904 Parke East Blvd. , ' %\ `' C •... ✓/,9 ,, Jt Brg Size Required Tampa, FL 33610 S.'\••• S.'\••• L` S'• " / � , i A 4.8" 1.5" C 4.8" 1.5" REFER TO ONLINE PLUS GENERAL �+ NOTES AND SYMBOLS SHEET FOR ' ' NO 53681 �, • Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. ter* }. Plus 1 UBC LL Load Case(s) .. I 7 Plus 1 DL Load Case(s) NOTES: . 2 ,f Trusses Manufactured by: -s1 Membr CSI P Lbs Axl- CSI -Bnd Allstar ,: J • •; STATE sjF : / Top Chords Analysis Conforms To: i ' E -M 0.52 147 T 0.00 0.52 FBC2007 j �'..�` Q • •• ' ..s M -G 0.95 1852 T 0.29 0.66 TPI 2002 • <\ `- O •R 0 •••'•••''• • .•' \ • \ ■• G -B 0.69 2265 C 0.03 0.66 OH Loading 'I S S , H -N 0.95 1852 T 0.29 0.66 This 2.0 been designed ''� " N At °1 N -F 0.52 147 T 0.00 0.52 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle A -D 0.50 1667 T 0.26 0.24 3- 6- 0 tall by FL Cert. 6634 D -C 0.50 1667 T 0.26 0.24 2- 0- 0 wide Webs will fit between the B.C. A -E 0.07 339 C WindLd and any other member. October 19,2010 Online Plus'. Ci Copyright MiTele 1996 -2010 Version 27.0.006 Engineering - Portrait 10/1 8/2010 3:43:03 PM Page 1 Job Mark 072610A -REV Quan Type Span P1 -H1 Left OH Right OH Engineering C3 2 SCIS 150400 8 1- 4 -12 0 73903098 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 - 6 - 8 HO 1 -6 -8 N o .N 0 0 TCI10412I 3 -10 -14 in 7 -8 -0 1 10 -11 -1 11 15 -4 -0 4x4 = B #3x10% #3x10. M . N K 1 L 8� I 6 -7 -13 G D 6x6 4 - 10 - 3D 2E3 I I / ` 2x3 I .Z1 F II A C 3x4% 3x4. W:412 W:412 R: 830 R: 719 U: 391 U: 335 BC! 7 -8 -0 I 15 -4 -0 15 -4 -0 B ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.246" =1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 117.1 LBS Online Plus -- Version 27.0.006 A -M 0.37 1931 C 1 Br Design checked for 10 psf non - RUN DATE: 18- OCT -10 G -D 0.14 544 T concurrent LL on BC. D -B 0.70 2327 T NOTE: USER MODIFIED PLATES CSI -Size- - - -- Lumber - - -- ma have plates -H 0.14 548 T This design may p ates TC 0.95 2x 4 SP - #2 N -C 0.38 1940 C 1 Br selected through a plate BC 0.50 2x 4 SP - #2 C -F 0.05 226 C WindLd monitor. WS 0.70 2x 4 SP - #3 Wind Loads - ANSI / ASCE 7 -05 TL Defl -0.68" in A -D L/256 Truss is designed as a Main Brace truss as follows: LL Defl -0.36" in A -D L/490 / Wind -Force Resistance System. 0.C. From To Hz Disp LL DL TL Wind Speed: 120 mph TC Cont. 0- 0- 0 15- 4- 0 Jt C 0.51" 0.44" 0.95" Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 15- 4- 0 Shear // Grain in I -G 0.40 Exposure Category: C One Continuous Lateral Brace Occupancy Factor 1.00 A -M N -C Plates for each ply each face. Building Type: Enclosed Attach CLB with (2) -10d nails Plate - MT20 20 Ga, Gross Area Zone location: Exterior at each web. Plate - MT2H 20 Ga, Gross Area TC Dead Load : 5.0 psf Jt Type Plt Size X Y JSI BC Dead Load : 5.0 psf psf -Ld Dead Live E MT20 2.Ox 3.0 Ctr Ctr 0.24 Max comp. force 2272 Lbs TC 7.0 30.0 M# MT20 3.0x10.0 1.6 1.7 0.67 Max tens. force 2327 Lbs BC 10.0 0.0 G MT20 2.Ox 3.0 Ctr Ctr 0.47 Connector Plate Fabrication TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr -0.5 0.86 Tolerance = 20% Total 47.0 Spacing 24.0" H MT20 2.Ox 3.0 Ctr Ctr 0.47 This truss is designed for a Lumber Duration Factor 1.33 N# MT20 3.0x10.0 -1.6 1.8 0.78 creep factor of 1.5 which Plate Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.24 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 A MT20 3.Ox 4.0 1.2 0.8 0.91 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 D MT20 6.Ox 6.0 Ctr -1.2 0.92 C MT20 3.Ox 4.0 -1.2 0.8 0.91 Total Load Reactions (Lbs) Jt Down Uplift Horiz- # = Plate Monitor used %aIliiii l f C 720 335 U 269 R MiTek Inc. ♦�, +`,r'`�. S4 ' 6904 Parke East Blvd. ■ 9 ' ej Jt Brg Size Required Tampa, FL 33610 `∎% \G • .•• \ E N - . „ .., A 4.8" 1.5" C 4.8" 1.5" REFER TO ONLINE PLUS GENERAL ■ • �•' r No 53681 NOTES AND SYMBOLS SHEET FOR + r * : � Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. Plus 1 UBC LL Load Case(s) _ Plus 1 DL Load Case(s) NOTES: j Trusses Manufactured by: " + Membr CSI P Lbs Axl- CSI -Bnd Allstar 7+1 ,- STATE , • (4 Top Chords Analysis Conforms To: i �l L(/ E -M 0.52 148 T 0.00 0.52 FBC2007 j T / Q` . � � � M -G 0.95 1856 T 0.29 0.66 TPI 2002 :*< • • O f 1.. e 6 G -8 0.69 2271 C 0.03 0.66 OH Loading I/ 6 • '• ••' •• 04 ‘ % H -N 0.95 1863 T 0.29 0.66 This 2.0 been designed �'�I" N A1 ' • N -F 0.53 146 T 0.00 0.53 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle A -D 0.50 1671 T 0.26 0.24 3- 6- 0 tall by FL Cert. 6634 D -C 0.50 1679 T 0.26 0.24 2- 0- 0 wide Webs will fit between the B.C. A -E 0.07 339 C WindLd and any other member. October 19,2010 Online Plus 'm © Copyright MReke 1996 -2010 Version 27.0.006 Ergineen g - Portrait 10/18/2010 3:44:34 PM Page 1 Job Mark Quan Type Span Pi -H1 Left OH Right OH Engineering 072610A -REV C4 3 SCI5 150112 8 1- 4 -12 0 T3903099 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 1 -8 -0 TC1104121 3 -11 -12 I 7 -8 -0 I 11 -4 -4 I 15 -1 -12 1 4x4= B \\ - 3x6 8 V H 6 -7 -13 6x6= 4 -10 -3D II / 2x3 0 2x311 fi P 8 A C 3x4% 3x4�� 7 X W:412 W:208 R: 821 R: 710 U: 387 U: 331 BC1 'i -e -u I IS -1 -12 15 -1 -12 B ALL PLATES ARE MT2020 Scale: 0.286" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 115.9 LBS Online Plus -- Version 27.0.006 A -E 0.06 251 C WindLd and any other member. RUN DATE: 18- OCT -10 A -G 0.38 1908 C 1 Br Design checked for 10 psf non - G -D 0.17 603 T concurrent LL on BC. CSI -Size- - - -- Lumber - - -- D -B 0.67 2242 T Wind Loads - ANSI / ASCE 7 -05 TC 0.19 2x 4 SP - #2 D -H 0.18 629 T Truss is designed as a Main BC 0.45 2x 4 SP - #2 H -C 0.94 1873 C Wind -Force Resistance System. WB 0.94 2x 4 SP - #3 C -F 0.03 151 T WindLd Wind Speed: 120 mph Mean Roof Height: 19 -6 Brace truss as follows: TL Defl -0.36" in A -D L/486 Exposure Category: C O.C. From To LL Defl -0.16" in D -C L/999 Occupancy Factor : 1.00 TC Cont. 0- 0- 0 15- 1 -12 Hz Disp LL DL TL Building Type: Enclosed BC Cont. 0- 0- 0 15- 1 -12 Jt C 0.25" 0.21" 0.45" Zone location: Exterior One Continuous Lateral Brace Shear // Grain in E -G 0.15 TC Dead Load : 5.0 psf A -G BC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Plates for each ply each face. Max comp. force 2268 Lbs at each web. Plate - MT20 20 Ga, Gross Area Max tens. force 2242 Lbs Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication psf -Ld Dead Live Jt Type Plt Size X Y JSI Tolerance = 20% TC 7.0 30.0 E MT20 2.Ox 3.0 Ctr Ctr 0.20 This truss is designed for a BC 10.0 0.0 G MT20 5.Ox 4.0- 1.5 -1.3 0.89 creep factor of 1.5 which TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr -0.5 0.83 is used to calculate total Total 47.0 Spacing 24.0" H MT20 3.Ox 6.0 1.9 -1.7 0.84 load deflection. Lumber Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.17 Plate Duration Factor 1.33 A MT20 3.Ox 4.0 0.8 0.6 0.92 TC Fb =1.15 Fc =1.10 Ft =1.10 D MT20 6.Ox 6.0 Ctr -1.2 0.88 BC Fb =1.10 Fc =1.10 Ft =1.10 C MT20 3.Ox 4.0 -0.8 0.6 0.91 Total Load Reactions (Lbs) REVIEWED BY: ` 0" Iiiiiii Jt Down Uplift Horiz- MiTek Industries, Inc. %S I 1�I A 822 388 U 266 R 6904 Parke East Blvd. ■*, `�, P.E.. . !Lj � C 711 332 U 266 R Tampa, FL 33610 , ` N S..) .,• ........ E " � Q 0, '1 Z. Jt Brg Size Required REFER TO ONLINE PLUS GENERAL �' • ' \-' F'•• " . A 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR ". ' No 53681 ;•:. C 2.5" 1.5" ADDITIONAL SPECIFICATIONS. •`' * . t ) • ; * .. Plus 6 Wind Load Case s) NOTES: ■ / 74 / ■ Plus 1 UBC LL Load Case(s) Trusses Manufactured by: . � ' �z L � �w Plus 1 DL Load Case(s) Allstar i . .• STATE OF • 4/ Z Analysis Conforms To: .i 0 • 4 (/ Membr CSI P Lbs Axl- CSI -Bnd FBC2007 '' ,. T C Q . Top Chords TPI 2002 • C O R ∎ . • • e 1s • E - G 0.16 121 T 0.00 0.16 OH Loading / 1 •• X: • � G -B 0.19 2268 C 0.05 0.14 Soffit psf 2.0 ''I � N A B -H 0.18 2268 C 0.05 0.13 This truss has been designed fr t �IIii H -F 0.16 115 T 0.00 0.16 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle A -D 0.45 1588 T 0.25 0.20 3- 6- 0 tall by FL Cert. 6634 D -C 0.43 1544 T 0.24 0.19 2- 0- 0 wide Webs will fit between the B.C. Online Plus' 0 Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 32006 PM Page 1 October 19.201 0 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 072610A -REV C5 1 SP 180412 8 1- 4 -12 0 T3903100 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 co HO 1 -8 -0 0 o n TC 1104121 •+ 1 3 -3 -8 1 5-3-8 1 7 -3-8 1 9 -3 -8 1 11 -5 -4 1 14 -1 -0 1 18 -4 -12 4x4= El Refer to general detail 3 series 2 3x4,, for web wind bracing and plating. v e 2x311 2x 311 3x I 7 -8 -13 S Y 2 -7 -110 2 x 3 11 ■ R • 2x31 X A ` .. 2x311 Q L P 0 M N D 2x3 11 2x3 11 2x311 3x4= 2x3 11 2 x 3 11 3x4= 8x8 - E II 2x3 11 W:208 R: 729 U: 340 BC 1 1„ 1 3 -7 -12 15-3-8 I 7 -3 -8 1 9 -3 -8 111 -5 -4 1 14 -2 -12 1 18 -4 -12 0 n 0 - 18 -4 -12 ALL PLATES ARE MT2020 Scale: 0.210" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 177.1 LBS Online Plus -- Version 27.0.006 A -J 0.04 135 T WindLd This truss has been designed RUN DATE: 18- 0CT -10 Q -R 0.03 211 C for 20.0 psf LL on the B.C. L -S 0.20 830 C in areas where a rectangle CSI -Size- - - -- Lumber - - -- S -P 0.22 742 T 3- 6- 0 tall by TC 0.35 2x 4 SP - #2 P -T 0.15 364 C 2- 0- 0 wide BC 0.46 2x 4 SP - #2 0 -U 0.04 121 T will fit between the S.C. CW 0.30 2x 4 SP - #3 M -B 0.25 263 C and any other member. WE 0.52 2x 4 SP - #3 N -V 0.35 534 C Design checked for 10 psf non - N -D 0.14 487 T concurrent LL on BC. Brace truss as follows: V -D 0.52 1735 T Wind Loads - ANSI / ASCE 7 -05 O.C. From To D -K 0.48 1600 T Truss is designed as a Main TC Cont. 0- 0- 0 18- 4 -12 C -K 0.10 677 C WindLd Wind -Force Resistance System. BC Cont. 0- 0- 0 18- 4-12 Wind Speed: 120 mph TL Defl -0.33" in N -E L/525 Mean Roof Height: 19 -6 psf -Ld Dead Live LL Defl -0.18" in N -E L/969 Exposure Category: C TC 7.0 30.0 Hz Disp LL DL TL Occupancy Factor : 1.00 BC 10.0 0.0 Jt C 0.08" 0.07" 0.15" Building Type: Enclosed TC +BC 17.0 30.0 Shear // Grain in S -T 0.21 Zone location: Exterior Total 47.0 Spacing 24.0" TC Dead Load 5.0 psf Lumber Duration Factor 1.33 Plates for each ply each face. BC Dead Load : 5.0 psf Plate Duration Factor 1.33 Plate - MT20 20 Ga, Gross Area Max comp. force 1849 Lbs TC Fb =1.15 Fc =1.10 Ft =1.10 Plate - MT2H 20 Ga, Gross Area Max tens. force 1735 Lbs BC Fb =1.10 Fc =1.10 Ft =1.10 Jt Type Plt Size X Y JSI Connector Plate Fabrication J MT20 2.Ox 3.0 Ctr Ctr 0.42 Tolerance = 20% Total Load Reactions (Lbs) R MT20 2.Ox 3.0 Ctr Ctr 0.39 This truss is designed for a Jt Down Uplift Horiz- S MT20 3.Ox 4.0 Ctr Ctr 0.57 creep factor of 1.5 which L 1109 522 U 305 R T MT20 2.Ox 3.0 Ctr Ctr 0.39 is used to calculate total C 729 340 U 311 R 0 MT20 2.Ox 3.0 Ctr Ctr 0.39 load deflection. B MT20 4.Ox 4.0 Ctr Ctr 0.42 Jt Brg Size Required V MT20 3.Ox 4.0 0.8 -0.6 0.93 L 43.8" 0 " -to- 44" I MT20 2.Ox 3.0 Ctr Ctr 0.41 C 2.5" 1.5" K MT20 3.Ox 4.0 Ctr Ctr 0.85 A MT20 2.Ox 3.0 Ctr Ctr 0.41 '11'1 Plus 6 Wind Load Case(s) Q MT20 2.Ox 3.0 Ctr Ctr 0.46 0%� l / // Plus 1 UBC LL Plus 1 01. LoadLCase(s)e (s) P MT20 3.Ox 4.0 Ctr Ctr 0.56 %.0,\,\ P• .� AS. � I + I 0 MT20 2.Ox 3.0 Ctr Ctr 0.46 �%% • C EA' • , ', Membr CSI P Lbs Axl- CSI -Bnd M MT20 2.Ox 3.0 Ctr Ctr 0.46 'V Top Chords N MT20 3.Ox 4.0 Ctr Ctr 0.41 / '�� "�� S L R • •• d.. J -R 0.08 61 T 0.00 0.08 8 MT20 2.0x 3.0 Ctr Ctr 0.77 • ` No 53681 • R -S 0.18 127 T 0.00 0.18 D MT20 8.Ox 8.0 Ctr 0.7 0.73 s,� r. S -T 0.33 372 C 0.00 0.33 C MT20 2.Ox 3.0 Ctr Ctr 0.36 ." * . �\ * s T -U 0.33 492 C 0.00 0.33 • .,} 1 tg U -B 0.17 448 C 0.05 0.12 REVIEWED BY: a f 8 -V 0.32 417 T 0.00 0.32 MiTek Industries, Inc. ^'0 . '/ ':f � � ✓ -I 0.35 1849 C 0.02 0.33 6904 Parke East Blvd. ," �• I -K 0.27 1822 C 0.09 0.18 Tampa, FL 33610 • STATE ; O F : .• Bottom Chords •• G • A -Q 0.05 22 T 0.00 0.05 REFER TO ONLINE PLUS GENERAL j "• •�/ ? ` ;.• ` . ` .i Q -L 0.19 22 T 0.00 0.19 NOTES AND SYMBOLS SHEET FOR � � �� • O R ` • C? `1 L -P 0.36 273 T 0.00 0.36 ADDITIONAL SPECIFICATIONS. v ' P -O 0.41 375 T 0.05 0.36 S • ••• • ,-t. C., 0 -M 0.27 375 T 0.00 0.27 NOTES: ',, / / ON A; ; ` \ 0 , M -N 0.46 375 T 0.05 0.41 Trusses Manufactured by: N -E 0.41 28 T 0.00 0.41 Allstar D -C 0.11 329 T 0.00 0.11 Analysis Conforms To: Chord-Webs FBC2007 FL Cert. 6634 TPI E -D 0.30 111 T 0.03 0.27 TPI 2002 D -I 0.17 398 T 0.00 0.17 OH Loading Webs Soffit psf 2.0 Online PWs' C Copyrght MiTek(51996.2010 Version 27 Engineering - Portrait 10/18/2010 3 PM Page 1 October 19,2010 Job Mark 072610A- Quan Type Span P1 -H1 Left OH Right OH Engineering C6 1 SP 180412 8 1- 4 -12 0 FORSYTH RESD. - SEL VAMARINA D. - ATLANTIC BEACH T3903101 HO 1 -6 -8 TCI10412I 4 -8 -4 HO 7 -9 -8 9 -4 -8 I 14 -1 -0 I 18 -4 -12 4x8= 2 x 3 11 3x4= B J C : a 8 3x4% 7 -9 -8 c; 2 -7 -11E 2x3 11 K E 5x10 = ffi A 7s, D 3x4= G F 8 ® � 2x3 II 0 3x6= 2x311 W:412 R: 974 W:208 U: 426 R: 863 U: 504 BCI 9 -6 -4 I 14-2-12 I 18 -4 -12 6 18 -4 -12 ALL PLATES ARE MT2020 Scale: 0.257" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 176.8 LBS Online Plus -- Version 27.0.006 A -K 0.06 255 C WindLd 2- 0- 0 wide RUN DATE: 18- OCT -10 A -2 0.62 923 C will fit between the B.C. I -G 0.12 319 T and any other member. CSI -Size- - - -- Lumber - - -- G -B 0.14 157 T Design checked for 10 psf non - TC 0.32 2x 4 SP - #2 G -E 0.19 634 T concurrent LL on BC. BC 0.55 2x 4 SP - #2 B - 0.08 326 T Wind Loads - ANSI / ASCE 7 -05 CW 0.10 2x 4 SP - #3 E -C 0.27 921 T Truss is designed as a Main WB 0.83 2x 4 SP - #3 D -C 0.83 822 C WindLd Wind -Force Resistance System. Wind Speed: 120 mph Brace truss as follows: TL Defl -0.47" in A -G L/453 Mean Roof Height: 19 -6 O.C. From To LL Defl -0.23" in A -G L/918 Exposure Category: C TC Cont. 0- 0- 0 18- 4 -12 Hz Disp LL DL TL Occupancy Factor : 1.00 BC Cont. 0- 0- 0 18- 4 -12 Jt D 0.02" 0.02" 0.04" Building Type: Enclosed Shear // Grain in A -G 0.24 Zone location: Exterior psf -Ld Dead Live TC Dead Load : 5.0 psf TC 7.0 30.0 Plates for each ply each face. BC Dead Load : 5.0 psf BC 10.0 0.0 Plate - MT20 20 Ga, Gross Area Max comp. force 923 Lbs TC +BC 17.0 30.0 Plate - MT2H 20 Ga, Gross Area Max tens. force 921 Lbs Total 47.0 Spacing 24.0" Jt Type Plt Size X Y JSI Connector Plate Fabrication Lumber Duration Factor 1.33 K MT20 2.Ox 3.0 Ctr Ctr 0.42 Tolerance = 20% Plate Duration Factor 1.33 I MT20 3.Ox 4.0- 0.4 -0.3 0.71 This truss is designed for a TC Fb =1.15 Fc =1.10 Ft =1.10 B MT20 4.Ox 8.0 Ctr Ctr 0.58 creep factor of 1.5 which BC Fb =1.10 Fc =1.10 Ft =1.10 J MT20 2.Ox 3.0 Ctr Ctr 0.43 is used to calculate total C MT20 3.Ox 4.0 Ctr Ctr 0.67 load deflection. Total Load Reactions (Lbs) A MT20 3.Ox 4.0 Ctr Ctr 0.54 Jt Down Uplift Horiz- G MT20 3.Ox 6.0 Ctr Ctr 0.71 A 974 426 U 279 R F MT20 2.Ox 3.0 Ctr Ctr 0.77 D 864 505 U 492 R H MT20 5.0x10.0 Ctr 0.4 0.63 D MT20 2.Ox 3.0 Ctr Ctr 0.46 ` ` I 011111111! ! Jt Br Size Required :1•1.10 4.8" 1.5" REVIEWED BY: % n . . • � " • !I� I D 2.5" 1.5" MiTek Industries, Inc. �� ( C E � I 6904 Parke East Blvd. � �t� * • ,• �� S � • / Plus 6 Wind Load Case(s) Tampa, FL 33610 C' Plus 1 UBC LL Load Case(s) No 53681 • Plus 1 DL Load Case(s) REFER TO ONLINE PLUS GENERAL "' NOTES AND SYMBOLS SHEET FOR ■ • j ) ■ Membr CSI P Lbs Axl CSI - Bnd ADDITIONAL SPECIFICATIONS. ■ f ""'Q Top Chords .• r , T. r „ • K - 0.28 127 T 0.01 0.27 NOTES: STATE OF X F • • I -B 0.32 663 C 0.05 0.27 Trusses Manufactured by: B -J 0.24 606 C 0.00 0.24 Allstar �� .(� Q cC\ J -C 0.24 608 C 0.00 0.24 Analysis Conforms To: ••, •• O \ R � . v � • r � � �� • A -G 0.55 0.51 TPI ',! ! // S �O NA`, L" % ∎• G - F 0.51 10 C 0.00 0.51 OH Loading !! !l,1111110° E -D 0.09 466 T 0.00 0.09 Soffit psf 2.0 Chord -Webs This truss has been designed F -E 0.09 20 T 0.00 0.09 for 20.0 psf LL on the B.C. FL Cert. 6634 E -J 0.10 372 C 0.08 0.02 in areas where a rectangle Webs 3- 6- 0 tall by Online Plus "' ® Copyright MiTek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 320 :07 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -Hi Left OH Right OH Engineering 072610A -REV C7 1 HHIP 180412 8 1- 4 -12 0 T3903102 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 9 -1 -8 N w 0 TCI . I 5 -10 -0 I 11 -4 -8 I 18 -4 -12 4x4 = 3x4 = B C 8 3x4i G 9 -1 -8 rA 3x4i H D F Sl E 2x31 2 x 3 II 3x4= 3x4_ 3x8= W:412 W:208 R: 989 R: 992 U: 413 U: 506 BC 5 -8 -4 I 11 -6 -4 I 18 -4 -12 6 18 -4 -12 B ALL PLATES ARE MT2020 Scale: 0.203" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 164.9 LBS Online Plus -- Version 27.0.006 E -D 0.34 458 T 0.00 0.34 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -H 0.14 938 C WindLd Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- H -F 0.22 741 T concurrent LL on BC. TC 0.59 2x 4 SP - #2 F -G 0.03 141 T Wind Loads - ANSI / ASCE 7 -05 BC 0.37 2x 4 SP - #2 G -E 0.35 368 T Truss is designed as a Main WB 0.91 2x 4 SP - #3 E -B 0.06 279 T 1 Br Wind -Force Resistance System. E -C 0.91 764 T Wind Speed: 120 mph Brace truss as follows: D -C 0.82 841 C WindLd 1 Br Mean Roof Height: 19 -6 O.C. From To Exposure Category: C TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.16" in E -D L/999 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.09" in E -D L/999 Building Type: Enclosed One Continuous Lateral Brace Shear // Grain in B -C 0.32 Zone location: Exterior E -B D -C TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Plates for each ply each face. BC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area Max comp. force 938 Lbs Plate - MT2H 20 Ga, Gross Area Max tens. force 764 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Connector Plate Fabrication TC 7.0 30.0 H MT20 3.Ox 4.0 Ctr Ctr 0.64 Tolerance = 20% BC 10.0 0.0 G MT20 3.Ox 4.0 Ctr Ctr 0.50 This truss is designed for a TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.58 creep factor of 1.5 which Total 47.0 Spacing 24.0" C MT20 3.Ox 4.0 Ctr Ctr 0.56 is used to calculate total Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.46 load deflection. Plate Duration Factor 1.33 F MT20 3.Ox 4.0 -1.2 0.2 0.66 TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 8.0 Ctr Ctr 0.51 D MT20 2.Ox 3.0 Ctr Ctr 0.56 Total Load Reactions (Lbs) , ��I11IIt1�l 1, Jt Down Uplift Horiz- REVIEWED BY: `,%% {1. Ik A 990 413 U 326 R MiTek Industries, Inc. `� G D 993 507 U 583 R 6904 Parke East Blvd. ,`• C' %\(j�P C•E•N S •; 9 (�1 � i ° Tampa, FL 33610 . 1%. •,• v k' . 6 � Jt Brg Size Requi A 4.8" 1.5" REFER TO ONLINE PLUS GENERAL - NO 53681 7:. D 2.5" 1.5" NOTES AND SYMBOLS SHEET FOR ••' * . f • . * ADDITIONAL SPECIFICATIONS. Plus 6 Wind Load Case(s) , / , Plus 1 UBC LL Load Case(s) NOTES: .� � ' '� � Plus 1 BC LL Load Case(s) Trusses Manufactured by: 1: J STATE OF ,` 4/∎ Plus 1 DL Load Case(s) Allstar .. CJ 4/ Analysis Conforms To: i,' Q p;•' \' = Membr CSI P Lbs Axl- CSI -Bnd FBC2007 �o��c�•••. \` • s Top Chords TPI 2002 ' II S •• ••.•. •• N A/ 1G\ ‘.% H -G 0.44 845 C 0.05 0.39 OH Loading ♦1i., � t , t 1%� G -B 0.43 564 C 0.04 0.39 Soffit psf 2.0 B -C 0.59 463 C 0.00 0.59 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A -F 0.17 294 T 0.00 0.17 in areas where a rectangle FL Cert. 6634 F -S1 0.22 721 T 0.05 0.17 3- 6- 0 tall by S1 -E 0.37 721 T 0.11 0.26 2- 0- 0 wide Online Plus `• C Copyright MTek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:07 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV C8 1 HHIP 180412 8 1- 4 -12 0 T3903103 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 10 -5 -8 N ,-4 a a TC1 'i j 6 -10 -0 l 13 -4 -8 l 18 -4 -12 4x4= 3x4= B C ,EMOMMMMMIEMMMEffq B 5x6 i� SPL G 1 ., 10 -5 -8 7,1 3x4 iiiiiiiiiiIIIIIMIEW D A F Sl m S 2 x 3 11 2x311 I n 3x4= 3x4= 3x8= W :412 W:208 R:1031 R 999 U: 277 U: 584 BCI 6 -8 -4 l 13 -6 -4 I 18 -4 -12 18 -4 -12 B, ALL PLATES ARE MT2020 Scale: 0.197" = 1 MiTek° Online Plus' APPROX. TRUSS WEIGHT: 176.3 LBS Online Plus -- Version 27.0.006 E -D 0.19 390 T 0.00 0.19 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -H 0.14 980 C WindLd Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- H -F 0.23 789 T concurrent LL on BC. TC 0.61 2x 4 SP - #2 F -G 0.05 223 T No wind exposure on right end. BC 0.34 2x 4 SP - #2 G -E 0.21 558 C 1 Br Wind Loads - ANSI / ASCE 7 -05 WB 0.44 2x 4 SP - #3 E -B 0.09 241 T 1 Br Truss is designed as a Main E -C 0.31 815 T 1 Br Wind -Force Resistance System. Brace truss as follows: D -C 0.44 897 C 1 Br Wind Speed: 120 mph O.C. From To Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.11" in F -E L/999 Exposure Category: C BC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.06" in F -E L/999 Occupancy Factor : 1.00 One Continuous Lateral Brace Shear // Grain in H -G 0.30 Building Type: Enclosed G -E E -B E -C D -C Zone location: Exterior Attach CLB with (2) -10d nails Plates for each ply each face. TC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Plate - MT2H 20 Ga, Gross Area Max comp. force 980 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 815 Lbs TC 7.0 30.0 H MT20 3.Ox 4.0 Ctr Ctr 0.67 Connector Plate Fabrication BC 10.0 0.0 G MT20 5.Ox 6.0 -0.3 0.5 0.46 Tolerance = 20% TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.58 This truss is designed for a Total 47.0 Spacing 24.0" C MT20 3.Ox 4.0 Ctr Ctr 0.63 creep factor of 1.5 which Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.63 is used to calculate total Plate Duration Factor 1.33 F MT20 3.Ox 4.0 -1.2 0.1 0.68 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.41 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 8.0 Ctr Ctr 0.58 D MT20 2.Ox 3.0 Ctr Ctr 0.64 Total Load Reactions (Lbs) �,iiiiilliii,. Jt Down Uplift Horiz- REVIEWED BY: ��1 { t. S. I A 1032 278 U 623 R MiTek Industries, Inc. ,� . ' •,,,, " !� , D 999 584 U 390 R 6904 Parke East Blvd. `� G N • y . Tampa, FL 33610 � % ,• \. `S � •• Jt Brg Size Required ■ 0. A 4.8" 1.5" REFER TO ONLINE PLUS GENERAL NO 536 •, D 2.5" 1.5" NOTES AND SYMBOLS SHEET FOR :: . • . * * ADDITIONAL SPECIFICATIONS. l ■ Plus 6 Wind Load Case(s) • r 1 / ' Plus 1 UBC LL Load Case(s) NOTES: �` Plus 1 BC LL Load Case(s) Trusses Manufactured by: . - ' . , STATE OF 11' ' ■ Plus 1 DL Load Case(s) Allstar 1. '. ��!` Analysis Conforms To: 10. � ' •• P> ".. , Memb CSI P Lbs Axl- CSI -Bnd FBC2007 �,�s1 R •• \\ % Top Chords TPI 2002 'I, S / O ..•!l' � % � H -G 0.61 900 C 0.00 0.61 OH Loading S/0 .... NM ii,,, G -B 0.61 435 C 0.00 0.61 Soffit psf 2.0 B -C 0.25 344 C 0.00 0.25 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A -F 0.29 594 C 0.00 0.29 in areas where a rectangle FL Cert. 6634 F -S1 0.34 773 T 0.05 0.29 3- 6- 0 tall by S1 -E 0.30 773 T 0.12 0.18 2- 0- 0 wide Online Plusi. C Copyright MTela 19962010 Version 27.0.006 Engineering - Portrait 10/19/2010 3:20:08 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV C9 2 HHIP 180304 8 1- 4 -12 0 T3903104 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 10 -5 -8 N rt V 0 TCI "' 1 6 -10 -0 1 13 - - l 18 -3 -4 4x4 = 3x4 = B C 8 5x6 * SPL G 9' 10 -5 -8 111111fillrl 3x441 '• s. D A �. ` 2 x 3 11 il 2x3 r H Sl B 3x4 = 3x4 = 3x8 = W:412 HGR R:1025 R: 990 U: 273 U: 582 BC 6 -8 -4 1 13 -6 -4 1 18 -3 -4 18 -3 -4 B ALL PLATES ARE MT2020 Scale: 0.198" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 175.8 LBS Online Plus -- Version 27.0.006 E -D 0.19 390 T 0.00 0.19 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -H 0.14 974 C WindLd Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- H -F 0.23 781 T concurrent LL on BC. TC 0.61 2x 4 SP - #2 F -G 0.06 225 T No wind exposure on right end. BC 0.34 2x 4 SP - #2 G -E 0.21 560 C 1 Br Wind Loads - ANSI / ASCE 7 -05 WB 0.43 2x 4 SP - #3 E -B 0.09 241 T 1 Br Truss is designed as a Main E -C 0.30 811 T 1 Br Wind -Force Resistance System. Brace truss as follows: D -C 0.43 892 C 1 Br Wind Speed: 120 mph O.C. From To Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 18- 3- 4 TL Defl -0.11" in F -E L/999 / Exposure Category: C BC Cont. 0- 0- 0 18- 3- 4 LL Defl - 0.06" in F -E L/999 Occupancy Factor : 1.00 One Continuous Lateral Brace Shear // Grain in H -G 0.30 Building Type: Enclosed G -E E -B E -C D -C Zone location: Exterior Attach CLB with (2) -10d nails Plates for each ply each face. TC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Plate - MT2H 20 Ga, Gross Area Max comp. force 974 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 811 Lbs TC 7.0 30.0 H MT20 3.Ox 4.0 Ctr Ctr 0.67 Connector Plate Fabrication BC 10.0 0.0 G MT20 5.Ox 6.0 -0.3 0.5 0.46 Tolerance = 20% TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.58 This truss is designed for a Total 47.0 Spacing 24.0" C MT20 3.Ox 4.0 Ctr Ctr 0.62 creep factor of 1.5 which Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.63 is used to calculate total Plate Duration Factor 1.33 F MT20 3.Ox 4.0 -1.2 0.1 0.67 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.41 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 8.0 Ctr Ctr 0.58 D MT20 2.Ox 3.0 Ctr Ctr 0.63 Total Load Reactions (Lbs) �,lyl{iliiii/� Jt Down Uplift Horiz- REVIEWED BY: > %% 1 � �L CS n,. A 1025 274 U 623 R MiTek Industries, Inc. > .1" ' ...... '1'/,e} I , D 991 583 U 390 R 6904 Parke East Blvd. �, \ G � • C E N �j ' Tampa, FL 33610 .. ~ ,• � �, •', � ` S �` � Jt Brg Size Required ,• A 4.8" 1.5" REFER TO ONLINE PLUS GENERAL � No 5 J' 3681 • e D 3.5" 1.5" NOTES AND SYMBOLS SHEET FOR "' * • ? . * "' ADDITIONAL SPECIFICATIONS. "' Plus 6 Wind Load Case(s) f P lus 1 UBC LL Load Case(s) NOTES: +�_ • Plus 1 BC LL Load Case(s) Trusses Manufactured by: '....1 STATE OF • , k/ Plus 1 DL Load Case(s) Allstar . � " Analysis Conforms To: % '� • • � • •• 4 P•• Q ; \ ` �. Membr CSI P Lbs Axl- CSI -Bnd FBC2007 -, � • • R ` ` .J' Top Chords TPI 2002 � I ISS �NQ � ••••• . % ∎• H -G 0.61 891 C 0.00 0.61 OH Loading I � `, >>l G -B 0.61 424 C 0.00 0 Soffit psf 2.0 B -C 0.23 334 C 0.00 0.23 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A -F 0.29 594 C 0.00 0.29 in areas where a rectangle FL Cert. 6634 F -S1 0.34 766 T 0.05 0.29 3- 6- 0 tall by S1 -E 0.30 766 T 0.12 0.18 2- 0- 0 wide Online Plus. ® Copyright MTek® 1996-2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:20:09 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV CIO 1 FLAT 80008 20000 0 0 T3903105 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 2 -0 -0 HO 2 -0 -0 TCI 8 -0 -8 3x8= 2x3 11 A B O 0 a P 3x8_ 2 -0 -0 CO y; 0 C �x4= W:308 R:1906 U:1073 D 3x611 W:308 R:1869 U:1041 BC 5 -8 I 7 -•7 -U - 8 -0 -8 B- ALL PLATES ARE MT2020 Scale: 0.660" = 1' MiTek Online Plus'" APPROX. TRUSS WEIGHT: 63.4 LEIS Online Plus -- Version 27.0.006 Webs as shown. It cannot be RUN DATE: 18- OCT -10 D -F 0.47 1666 T WindLd installed upside -down. F -F 0.06 316 C 0.06 0.00 Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -C 0.02 27 T Truss is designed as a Main TC 0.95 2x 4 SP - #2 C -B 0.05 278 C WindLd Wind -Force Resistance System. BC 0.78 2x 8 SP -DSS Wind Speed: 120 mph WB 0.47 2x 4 SP - #3 TL Defl - 0.31" in D -C L/289 Mean Roof Height: 19 -6 BB - -- 2x 6 SP - #2 LL Defl -0.19" in D -C L/462 Exposure Category: C Shear // Grain in D -C 0.90 Occupancy Factor : 1.00 Brace truss as follows: Building Type: Enclosed O.C. From To Plates for each ply each face. Zone location: Exterior TC Cont. 0- 0- 0 8- 0- 8 Plate - MT20 20 Ga, Gross Area TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 8- 0- 8 Plate - MT2H 20 Ga, Gross Area BC Dead Load : 5.0 psf Jt Type Plt Size X Y JSI Max comp. force 803 Lbs psf -Ld Dead Live F MT20 3.Ox 8.0- 2.5 -0.2 0.20 Max tens. force 1666 Lbs TC 7.0 30.0 B MT20 2.Ox 3.0 Ctr Ctr 0.28 Connector Plate Fabrication BC 10.0 0.0 D MT20 3.Ox 6.0 Ctr Ctr 0.68 Tolerance = 20% TC +BC 17.0 30.0 C MT20 3.Ox 4.0 Ctr Ctr 0.18 This truss is designed for a Total 47.0 Spacing 24.0" F MT20 3.Ox 8.0 Ctr Ctr 0.00 creep factor of 1.5 which Lumber Duration Factor 1.33 is used to calculate total Plate Duration Factor 1.33 REVIEWED BY: load deflection. TC Fb =1.00 Fc =1.00 Ft =1.00 MiTek Industries, Inc. BC Fb =1.00 Fc =1.00 Ft =1.00 6904 Parke East Blvd. Tampa, FL 33610 Total Load Reactions (Lbs) Jt Down Uplift Horiz- REFER TO ONLINE PLUS GENERAL F 1907 1074 U 7 R NOTES AND SYMBOLS SHEET FOR C 1869 1042 U 61 R ADDITIONAL SPECIFICATIONS. ,,` 01111 11 /1/1 1 j,, Jt Brg Size Required NOTES: ,* � P ��;, S. �� j F 3.5" 1.5" Trusses Manufactured by: . () .•� E S • ": z ��1 �e c 3.5" 1.9" Alistar ` 4 tom \„ . . Analysis Conforms To: ,• • LC# 1 Standard Loading FBC2007 - No 53681 Dur Fctrs - Lbr 1.33 Plt 1.33 TPI 2002 * : • : * " • plf - Dead Live* From To This truss has been designed - 7 TC V 14 60 -0.5' 7.6' for 20.0 psf LL on the B.C. ..• / BC V 20 0 -0.5' 7.6' in areas where a rectangl { ' BC V 145 255 0.0' 7.6' 3- 6- 0 tall by :5 STATE OF 1 2- 0- 0 wide i• L1 �/ Plus 6 Wind Load Case(s) will fit between the B.C. i , ' C '\ . 4 O R 0 ."" \ ' Plus 1 UBC LL Load Case(s) and any other member. Plus 1 DL Load Case(s) Design checked for 10 psf non- " � / •••••••• concurrent LL on BC. �� /� N A� ,'� Membr CSI P Lbs Axl- CSI -Bnd Provide drainage to prevent Top Chords water ponding. A -F 0.02 0 T 0.00 0.02 F -B 0.95 30 c 0.00 0.95 FL Cart. 6634 Bottom Chords D -C 0.78 2 T 0.00 0.78 This truss must be installed Online Plus'" *Copyright MiTek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:09 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV C11 1 TR 150400 8 0 0 T3903106 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH - WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. TCI 1 -6 -4 1 3 -6 -4 15 -6 -4 17 -8 -0 1 9 -9 -12 1 11 -9 -12 1 13 -9 -12 115 -4 -0I HO 1 -2 -5 B 4x4__ Refer to general detail 3 series for web wind bracing and plating. 8 V 2x3 II 2x3 11 T U HO 1 -2 -5 8 2 x311 2x 3x4- g V 3x4 ID a 6 -3 -10 2 x 3 11 ,, a 2x311 1 1 3x4 R X N Y W 3x4; (+ w 2x3 = 2 x311 2x3= 3x4% 3x4. I % 0 J e 4- 0- 0 D. 2x311 4 P 0 04 L K 2x3 11 3x4= 2 x311 2 x311 2 x311 2 x311 3x4- BC 1 - - 1 3 - - 1 5 - 6 - 4 1 9 - 9 - 12 1 11 - 9 - 12 1 13 - 9 - 12 115 - 4 - U EI 15 -4 -0 B ALL PLATES ARE MT2020 Scale: 0.322 " =1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 128.5 LBS Online Plus -- Version 27.0.006 0 -X 0.04 170 C 0.03 0.01 in areas where a rectangle RUN DATE: 18- OCT -10 X -T 0.05 166 C 0.04 0.01 3- 6- 0 tall by X -N 0.02 6 T 0.00 0.02 2- 0- 0 wide CSI -Size- - - -- Lumber - - -- N -B 0.01 7 C 0.00 0.01 will fit between the B.C. TC 0.05 2x 4 SP - #2 ( +) N -Y 0.02 6 T 0.00 0.02 and any other member. BC 0.07 2x 4 SP - #2 M -Y 0.04 170 C 0.03 0.01 Design checked for 10 psf non- WB 0.06 2x 4 SP - #3 Y -U 0.05 166 C 0.04 0.01 concurrent LL on BC. L -V 0.04 170 T Wind Loads - ANSI / ASCE 7 -05 Brace truss as follows: K -W 0.03 149 T Truss is designed as a Main O.C. From To K -J 0.06 240 T Wind -Force Resistance System. TC Cont. 0- 0- 0 15- 4- 0 C -J 0.02 205 C WindLd Wind Speed: 120 mph BC Cont. 0- 0- 0 15- 4- 0 Mean Roof Height: 19 -6 TL Defl -0.01" in 0 -M L/999 Exposure Category: C psf -Ld Dead Live LL Defl -0.01" in 0 -M L/999 Occupancy Factor : 1.00 TC 7.0 30.0 Shear // Grain in 0 -M 0.09 Building Type: Enclosed BC 10.0 0.0 Zone location: Exterior TC +BC 17.0 30.0 Plates for each ply each face. TC Dead Load : 5.0 psf Total 47.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Lumber Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Unbalanced Loads Checked Plate Duration Factor 1.33 Jt Type Plt Size X Y JSI Load Factors = 1.00 and 0.00 TC Fb =1.15 Fc =1.10 Ft =1.10 I MT20 3.Ox 4.0 Ctr Ctr 0.22 Max comp. force 205 Lbs BC Fb =1.10 Fc =1.10 Ft =1.10 R MT20 2.Ox 3.0 Ctr Ctr 0.17 Max tens. force 240 Lbs S MT20 2.Ox 3.0 Ctr Ctr 0.17 Connector Plate Fabrication Total Load Reactions (Lbs) T MT20 2.Ox 3.0 Ctr Ctr 0.17 Tolerance = 20% Jt Down Uplift Horiz- B MT20 4.Ox 4.0 Ctr Ctr 0.42 This truss is designed for a A 1441 672 U 245 R U MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which ✓ MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total Jt Brg Size Required W MT20 2.Ox 3.0 Ctr Ctr 0.17 load deflection. A 184.0" 0 " -to- 184" J MT20 3.Ox 4.0 Ctr Ctr 0.22 A MT20 2.Ox 3.0 Ctr Ctr 0.17 Plus 6 Wind Load Case(s) Q MT20 3.Ox 4.0 Ctr Ctr 0.17 Plus 2 Unbalanced Load Cases P MT20 2.Ox 3.0 Ctr Ctr 0.21 �llllll)/ , 0 MT20 2.0x 3.0 Ctr Ctr 0.19 Plus 1 DL Load L Case(s) e(s) M MT20 2.Ox 3.0 Ctr Ctr 0.19 C) i1/4`.- S, n ' I "1 / ' L MT20 2.Ox 3.0 Ctr Ctr 0.21 ♦ )\I 'Vl Membr CSI P Lbs Axl- CSI -Bnd K MT20 3.Ox 4.0 Ctr Ctr 0.17 ♦ ♦♦ C) . s O S' �"• ' ^ v �' Top Chords C MT20 2.Ox 3.0 Ctr Ctr 0.17 ,•�• • \, k' 0. I -R 0.03 183 C 0.00 0.03 X MT20 2.Ox 3.0 Ctr Ctr 0.17 '. •�' • "_ -� R -S 0.04 119 C 0.00 0.04 Y MT20 2.Ox 3.0 Ctr Ctr 0.17 '`► .. No 53681 1 S -T 0.05 118 C 0.00 0.05 N MT20 2.Ox 3.0 Ctr Ctr 0.17 =°,(, e * a } � . * - • T -B 0.05 129 C 0.00 0.05 • B -U 0.05 129 C 0.00 0.05 REVIEWED BY: ,7: I 7 U -V 0.05 118 C 0.00 0.05 MiTek Industries, Inc. , ( / V -W 0.04 119 C 0.00 0.04 6904 Parke East Blvd. * ' � 1 1 '"'"" A'tea ' 7, W -J 0.03 183 C 0.00 0.03 Tampa, FL 33610 . • ' j STATE OF : "/�� Bottom Chords . ,0 � • • `G/ A -Q 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENERAL .0 �•• I" ,.• •� ,Z• Q -P 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR 4.#.'''C< I) S • • O . R , • ♦ ♦♦ P -0 0.07 0 T 0.00 0.07 ADDITIONAL SPECIFICATIONS. NOTES: S• / • 0 \� O -M 0.07 0 T 0.00 0.07 ♦ ♦ L -K 0.01 0 T 0.00 0.01 Trusses Manufactured by: i�� • N. ". A • i . Q • 4`,�� ♦� K -C 0.01 0 T 0.00 0.01 Allstar Webs Analysis Conforms To: A -I 0.02 205 C WindLd FBC2007 FL Cert. 6634 I -Q 0.06 240 T TPI 2002 Q -R 0.03 149 T This truss has been designed ' P -S 0.04 170 T for 20.0 psf LL on the B.C. Online Plus"' O Copyright MiTek®1996-2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:20:09 PM Pagel October 19,201 0 Job Mark Quan Type Span P1 -Hi Left OH Right OH Engineering 072610A -REV C12 8 SCIS 150400 8 0 1- 4 -12 T3903107 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 1 -6 -8 N m 0 H m V o TC I 3 -10 -14 in 7 -8 -0 1 10 -11 -1 1'i1 15 -4 -0 1104121 4x4 = B K L J 8 [ #3x10% #3x10 G g 6 -7 -13 6D 6= 4 -10 -3D 2x311 � w 2x3 E ` F r. Z1 8 A r C 3x4% 3x4: W:412 W:412 R: 719 R: 830 U: 335 U: 391 BC 7 -8 -0 I 15 -4 -0 15 -4 -0 B ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.246" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 117.1 LBS Online Plus -- Version 27.0.006 A -K 0.38 1939 C 1 Br RUN DATE: 18- OCT -10 G -D 0.14 548 T Design checked for 10 psf non - concurrent LL on BC. D -B 0.70 2325 T NOTE: USER MODIFIED PLATES CSI -Size- - - -- Lumber - - -- D -H 0.14 544 T This design may have plates TC 0.95 2x 4 SP - #2 L -C 0.37 1929 C 1 Br selected through a plate BC 0.50 2x 4 SP - #2 C -F 0.06 339 C WindLd monitor. WB 0.70 2x 4 SP - #3 Wind Loads - ANSI / ASCE 7 -05 TL Defl -0.68" in D -C L/257 Truss is designed as a Main Brace truss as follows: LL Defl -0.36" in D -C L/491 Wind -Force Resistance System. O.C. From To Hz Disp LL DL TL Wind Speed: 120 mph TC Cont. 0- 0- 0 15- 4- 0 Jt C 0.51" 0.44" 0.95" Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 15- 4- 0 Shear // Grain in I -G 0.40 Exposure Category: C One Continuous Lateral Brace Occupancy Factor : 1.00 A -K L -C Plates for each ply each face. Building Type: Enclosed Attach CLB with (2) -10d nails Plate - MT20 20 Ga, Gross Area Zone location: Exterior at each web. Plate - MT2H 20 Ga, Gross Area TC Dead Load : 5.0 psf Jt Type Plt Size X Y JSI BC Dead Load : 5.0 psf psf -Ld Dead Live E MT20 2.Ox 3.0 Ctr Ctr 0.24 Max comp. force 2270 Lbs TC 7.0 30.0 K MT20 3.Ox 4.0 -0.4 0.3 0.86 Max tens. force 2325 Lbs BC 10.0 0.0 GO MT20 3.0x10.0- 1.7 -1.4 0.21 Connector Plate Fabrication TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr -0.5 0.86 Tolerance = 20% Total 47.0 Spacing 24.0" H# MT20 3.0x10.0 1.8 -1.4 0.21 This truss is designed for a Lumber Duration Factor 1.33 L MT20 3.Ox 4.0 0.4 0.3 0.86 creep factor of 1.5 which Plate Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.24 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 A MT20 3.Ox 4.0 1.2 0.8 0.91 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 D MT20 6.Ox 6.0 Ctr -1.2 0.92 C MT20 3.Ox 4.0 -1.2 0.8 0.91 Total Load Reactions (Lbs) Jt Down Uplift Horiz- # = Plate Monitor used A 719 335 U 269 R REVIEWED BY: ,` � � �111I11lJJJJ 1 • C 830 392 U 269 R MiTek Industries, Inc. 6904 Parke East Blvd. ♦ • ♦ t P S. � I� • V /� • I ' Jt Brg Size Required Tampa, FL 33610 ♦ ♦♦ \C).••\ riE N S' Q, A 4. 8" 1. 5" , �. • \'' F • •• • '.. s C 4.8" 1. 5" REFER TO ONLINE PLUS GENERAL ■ ,- ; l N O 536$ 1 "' NOTES AND SYMBOLS SHEET FOR ±/* � '� • � * *" Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. • i Plus 1 UBC LL Load Case(s) LI r Plus 1 DL Load Case(s) NOTES: . 13 : ; LFVSu / Trusses Manufactured by: "' �'•; STATE jr �/ • Membr CSI P Lbs Axl- CSI -Bnd Allstar Top Chords Analysis Conforms To: i! . • `: E -K 0.53 146 T 0.00 0.53 FBC2007 �� ••( Q,' r " \' ® K -G 0.95 1862 T 0.29 0.66 TPI 2002 ',��1 .... • R ♦J ♦♦ G -B 0.69 2270 C 0.03 0.66 OH Loading 'I S �� t % ♦ H -L 0.95 1855 T 0.29 0.66 This 2.0 been designed +'� NA ; ; L -F 0.52 148 T 0.00 0.52 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle A -D 0.50 1677 T 0.26 0.24 3- 6- 0 tall by FL Cert. 6634 D -C 0.50 1669 T 0.26 0.24 2- 0- 0 wide Webs will fit between the B.C. A -E 0.06 226 C WindLd and any other member. October 19,2010 Online Plus *" 0 Copyright MiTek 0 1996 -2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:48:52 PM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV D1 1 PCH3 260108 8 0 0 T3903108 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 2 -10 HO 1 -2 -5 n n m O O 0 o O N N n 0 0 0 0 0 0 0 0 ri 0 0 u1 M . ri rI ri r1 rl 0 ri In O 0 0 0 0 0 0 0 0 ri 0 0 N V r0 CO 0 N V. r0 TC 12 -5 -7 14 -5 -7 16 -5 -7 1 n 'col ' 1 H 1 ri 1 '1 1 r, 1 N 1 N 1 N 1 N I Refer to general detail 3 series 8 V 4x4 = for web wind bracing and plating. C SPL 2)3", 2x3 II 8 4x 3x4 Ilk KK 2 x 3 11 B 2x311 3x4.■ 2 x 3 11 HH U 6 -7 -13 3.25 V' 2 x 3 11 GG 2x3 3X4; pp3X4 6 6 2 3x4; 2x31 h'Il L (+ A _ . i'I 03 - 8- 8 ( +) BB AA Z Y X W G R P O N M 3x4 = 2x311 2x31I 2x311 3x4 = 2x311 2x311 2x311 3x4 = 2x311 2x3 II 3x4 = 2X311 S1 II JJ 3x4= 3x4= 3x4= I BC 1 2 - 5 - 7 14 - 5 - 7 16 - 5 - 7 18 - 5 - 7 1 1 1 1 1 20 - 1 - 0 1 1 1 I n n ri 0 0 0 N O 0 ri 0 0 0 ri In in m r-I ri ri 0 O O 0 0 0 0 0 0 N V' b N Vr 10 ri ri rl ri N N N 26 -1 -8 G- ALL PLATES ARE MT2020 Scale: 0.191" = 1' MiTek Online Plus" APPROX. TRUSS WEIGHT: 197.8 LBS Online Plus -- Version 27.0.006 C -T 0.08 137 C 0.00 0.08 C MT20 4.Ox 4.0 Ctr Ctr 0.42 is used to calculate total RUN DATE: 18- OCT -10 T -U 0.08 126 C 0.00 0.08 T MT20 2.Ox 3.0 Ctr Ctr 0.44 load deflection. U -V 0.06 128 C 0.00 0.06 U MT20 2.Ox 3.0 Ctr Ctr 0.37 CSI -Size- - - -- Lumber - - -- V -L 0.06 216 C 0.00 0.06 V MT20 2.0x 3.0 Ctr Ctr 0.36 TC 0.08 2x 4 SP - #2 ('t) Bottom Chords L MT20 3.0x 4.0 Ctr Ctr 0.60 BC 0.29 2x 4 SP - #2 A -BB 0.04 32 T 0.00 0.04 BB MT20 2.0x 3.0 Ctr Ctr 0.41 WB 0.06 2x 4 SP - #3 BB -AA 0.02 0 T 0.00 0.02 AA MT20 2.0x 3.0 Ctr Ctr 0.46 AA -Z 0.02 0 T 0.00 0.02 Z MT20 2.0x 3.0 Ctr Ctr 0.46 Brace truss as follows: Z -Y 0.02 0 T 0.00 0.02 Y MT20 3.0x 4.0 Ctr Ctr 0.41 O.C. From To Y -X 0.02 0 T 0.00 0.02 X MT20 2.0x 3.0 Ctr Ctr 0.46 TC Cont. 0- 0- 0 26- 1- 8 X -W 0.02 0 T 0.00 0.02 W MT20 2.Ox 3.0 Ctr Ctr 0.46 BC Cont. 0- 0- 0 26- 1- 8 W -S1 0.01 0 T 0.00 0.01 S1 MT20 3.0x 4.0 Ctr Ctr 0.39 S1 -G 0.03 0 T 0.00 0.03 G MT20 2.0x 3.0 Ctr Ctr 0.46 psf -Ld Dead Live G -R 0.29 0 T 0.00 0.29 R Mr20 3.Ox 4.0 Ctr Ctr 0.46 TC 7.0 30.0 R -P 0.29 0 T 0.00 0.29 P Mr20 2.Ox 3.0 Ctr Ctr 0.46 BC 10.0 0.0 P -0 0.28 0 T 0.00 0.28 0 Mf20 2.0x 3.0 Ctr Ctr 0.46 TC +BC 17.0 30.0 0 -N 0.03 0 T 0.00 0.03 N MI'20 3.Ox 4.0 Ctr Ctr 0.41 Total 47.0 Spacing 24.0" N -M 0.03 0 T 0.00 0.03 M MT20 2.0x 3.0 Ctr Ctr 0.46 Lumber Duration Factor 1.33 Webs II MT20 3.Ox 4.0 Ctr Ctr 0.22 Plate Duration Factor 1.33 BB -CC 0.02 148 C JJ MT20 3.0x 4.0 Ctr Ctr 0.23 TC Fb -1.00 Fc -1.00 Ft -1.00 AA -DD 0.02 148 C Q MI20 2.0x 3.0 Ctr Ctr 0.46 BC Fb -1.00 Fc -1.00 Ft =1.00 2 -EE 0.03 170 C EE -Y 0.03 137 T REVIEWED BY: Total Load Reactions (Lbs) Y -FF 0.03 148 C MiTek Industries, Inc. Jt Down Uplift Horiz- X -GG 0.03 146 C 6904 Parke East Blvd. A 2801 1074 U 256 R W -HH 0.04 158 C Tampa, FL 33610 G -B 0.04 143 C Jt Brg Size Required B -R 0.02 95 T REFER TO ONLINE PLUS GENERAL A 312.8" 1 " -to- 314" R -II 0.04 163 C 0.03 0.01 NOTES AND SYMBOLS SHEET FOR II -S 0.04 151 C 0.03 0.01 ADDITIONAL SPECIFICATIONS. LC# 1 Attic Loading II -Q 0.02 4 T 0.00 0.02 Dur Fctrs - plf - Dead Li Live* 1.00 2 ve* From To Q -JJ 0.02 4 T 0.00 0.02 Trusses Manufactured by: ♦ >>��(�,y'�. 'CJ` ,,'/�,A��J� TC V 14 60 0.0' 26.1' P -JJ 0.04 174 C 0.03 0.01 Allstar ,.. � • ' • " *5 ,, BC V 20 0 0.0' 26.1' JJ -T 0.04 162 C 0.03 0.01 Analysis Conforms To: • - • ,4 7 BC V 10 80 16.3' 20.0' 0 -U 0.04 168 T FBC2007 ` % . . . " , � E'• S• • y y t , j� • MA V 10 0 16.3' 20.0' N -V 0.04 172 T TPI 2002 • VO MA V 10 0 0.1' 4.8' N -L 0.06 265 T Design checked for 10 psf non- + - - -- No Y 5 3 6 $ 1 • „ � MA V 10 0 0.1' 4.8' M -L 0.03 196 C WindLd concurrent LL on BC. �' tJ Wind Loads - ANSI / ASCE 7 -OS �/ * : I .• * - • Plus 6 Wind Load Case(s) TL Defl -0.02" in R -P L/999 Truss is designed as a Main , - ") am Plus 2 Unbalanced Load Cases LL Defl -0.02" in R -P L/999 Wind -Force Resistance System. . / , � i ' / • "-- Plus 1 UBC LL Load Case(s) Shear // Grain in R -P 0.34 Wind Speed: 120 mph , � f • ✓ r'r"` *" , -� .. Plus 1 DL Load Case(s) Mean Roof Height: 19 -6 1 y� .• • � STATE OF •• 4 J Plus 1 Attic 2 Load Case(s) Plates for each ply each face. Exposure Category: C 0 • • • Plate - MT20 20 Ga, Gross Area Occupancy Factor : 1.00 `, 4: • "(\ P " s. ; Membr CSI P Lbs Axl-CSI-Bnd Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed • 4. 0 R \ Q • • • • 1A\ 4.*" Top Chords Jt Type Plt Size X Y JSI Zone location: Exterior e,.. S • ....... • \lJ ,% A -CC 0.06 113 C 0.00 0.06 A Mf20 3.Ox 4.0 Ctr Ctr 0.59 TC Dead Load : 5.0 psf IJ S / Ii A �\ � N CC-DD 0.06 92 C 0.00 0.06 CC MT20 2.0x 3.0 Ctr Ctr 0.39 BC Dead DD -EE 0.06 92 C 0.00 0.06 DD MT20 2.0x 3.0 Ctr Ctr 0.39 Unbalanced L Loads Checked 0 psf /� / f \��, EE -KK 0.06 117 C 0.00 0.06 EE Mf20 3.0x 4.0 Ctr Ctr 0.44 Load Factors - 1.00 and 0.00 KK -FF 0.06 113 C 0.00 0.06 KK ML20 3.0x 4.0 Ctr Ctr 0.38 Max comp. force 216 Lbs FF -GG 0.06 113 C 0.00 0.06 FF MI20 2.Ox 3.0 Ctr Ctr 0.39 Max tens. force 265 Lbs FL Cert. 6634 GG -HH 0.07 112 C 0.00 0.07 GG MI20 2.0x 3.0 Ctr Ctr 0.39 Connector Plate Fabrication HH -B 0.07 115 C 0.00 0.07 HH MT20 2.Ox 3.0 Ctr Ctr 0.38 Tolerance - 20% B -S 0.07 118 C 0.00 0.07 B M1'20 4.0x 6.0 Ctr Ctr 0.58 This truss is designed for a S -C 0.07 136 C 0.00 0.07 S MT20 2.0x 3.0 Ctr Ctr 0.37 creep factor of 1.5 which October 1 9,201 0 Online Plus'. C Copyright MTek91996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:51:07 PM Page 1 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV D2 5 PCH3 260012 8 1- 4 -12 1- 4 -12 T3903109 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 1 -6 -8 N m r-1 H 0 0 TCI H I 7 -4 -2 I 14 -5 -12 1 18 -1 -0 1 21 -8 -4 1 26 -0 -12 I r ' 4x4= C 4x6; 3x4 B J 8 7 -0 -0 3.25 4x6 :% - 6 -10 -5 SPL I 2 x 3 Il 4x4= L A m N 01 F . M 3x4= 3x4= 3x6_ 3x4= W:212 W:508 W:412 R: 657 R:1155 R: 855 U: 560 U: 651 U: 433 BCI 10 -10 -0 I 18 -1 -0 I 26 -0 -12 •8 26 -0 -12 B ALL PLATES ARE MT2020 Scale: 0.226" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 172.4 LBS Online Plus -- Version 27.0.006 I -N 0.30 833 C RUN DATE: 18- OCT -10 N -B 0.40 722 C Design checked for 10 psf non - concurrent LL on BC. B -F 0.10 353 T Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -C 0.24 402 T Truss is designed as a Main TC 0.71 2x 4 SP - #2 F -J 0.07 254 T Wind -Force Resistance System. BC 0.57 2x 4 SP - #2 J -M 0.46 761 C wind Speed: 120 mph WB 0.46 2x 4 SP - #3 M -L 0.05 254 C WindLd Mean Roof Height: 19 -6 Exposure Category: C Brace truss as follows: TL Defl -0.52" in A -N L/241 Occupancy Factor : 1.00 O.C. From To LL Defl -0.25" in A -N L/491 Building Type: Enclosed TC Cont. 0- 0- 0 26- 0 -12 Shear // Grain in I -B 0.37 Zone location: Exterior BC Cont. 0- 0- 0 26- 0 -12 TC Dead Load : 5.0 psf Plates for each ply each face. BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area User - defined wind - exposed BC TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area regions -- From -- -- -To - -- BC 10.0 0.0 Jt Type Plt Size X Y JSI 0- 0- 0 10- 3- 4 TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Max comp. force 833 Lbs Total 47.0 Spacing 24.0" I MT20 4.Ox 6.0 -0.3 1.0 0.38 Max tens. force 815 Lbs Lumber Duration Factor 1.33 B MT20 4.Ox 6.0 Ctr Ctr 0.58 Connector Plate Fabrication Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.42 Tolerance = 20% TC Fb =1.15 Fc =1.10 Ft =1.10 J MT20 3.Ox 4.0 Ctr Ctr 0.75 This truss is designed for a BC Fb =1.10 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.42 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.52 is used to calculate total Total Load Reactions (Lbs) S1 MT20 3.Ox 4.0 Ctr Ctr 0.54 load deflection. Jt Down Uplift Horiz- F MT20 3.Ox 6.0 Ctr Ctr 0.58 A 657 560 U 168 R M MT20 3.Ox 4.0 Ctr Ctr 0.45 N 1155 652 U M 855 434 U 274 R REVIEWED BY: MiTek Industries, Inc. % ,111i1 1 I1)1J� Jt Brg Size Required 6904 Parke East Blvd. ♦♦♦ �tP 1•�� CEN S lI A 2.8" 1.5" Tampa, FL 33610 ♦ ti1 ' N 5.5" 1.5" ' I M 4.8" 1.5" REFER TO ONLINB PLUS GENERAL ♦ NOTES AND SYMBOLS SHEET FOR �' -� Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. " -" •• 4 No 53681 Plus 1 UBC LL Load Cases) '' • '; • . Plus 1 DL Load Case(s) NOTES: :°• • ' Membr CSI P Lbs Axl- CSI -Snit TrAllstaranufactured by: . / • Top Chords Analysis Conforms To: STATE OF � A -I 0.71 833 C 0.00 0.71 FBC2007 I -B 0.71 353 T 0.00 0.71 TPI 2002 1., <%.•.' .0.•:- DP.' B -C 0.26 566 C 0.00 0.26 OH Loading 1 I� � S ''• . O R , C -J 0.24 560 C 0.05 0.19 Soffit psf 2.0 �j S " ♦♦ J -L 0•Bottom2Chords.01 0.20 Th for h psf been on e the n B. C . `'' N � 1111, ♦♦ A -N 0.57 815 T 0.06 0.51 in areas where a rectangle N -S1 0.56 585 T 0.05 0.51 3- 6- 0 tall by Sl -F 0.37 585 T 0.05 0.32 2- 0- 0 wide FL Cert. 6634 F -M 0.37 545 T 0.04 0.33 will fit between the B.C. Webs and any other member. Online PI"sL" 0 Copyrght MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:11 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV D3 2 PCH3 260012 8 1- 4 -12 1- 4 -12 T3903110 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 1 -6 -8 N H N V o TC! '-t I 7 -2 -6 I 14 -5 -12 ! 18 -1 -0 1 21 -8 -4 1 26 -0 -12 I '' 4x4 = C 8 V" 4x6; 3x4 . B 8 7 8 7 -0 -0 3.25 I/ ' »° 4x8 ,:z.- 6 -10 -5 SPL I 2x3 11 = L 4x4 A . -� ., � ` N G F I. M 3x41- S1 3x4= 3x6= 3x4= Cant:3 -11- 0 7 3x4= 7 W:508 W:412 R:1578 R:1088 U: 914 U: 497 BCI 4 -1 -12 1 14 -2 -4 1 18 -1 -0 I 26 -0 -12 E3 26 -0 -12 B ALL PLATES ARE MT2020 Scale: 0.226" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 182.7 LBS Online Plus -- Version 27.0.006 G -B 0.05 187 T Design checked for 10 psf non - RUN DATE: 18- OCT -10 B -F 0.39 742 C concurrent LL on BC. F -C 0.31 729 T Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -J 0.06 232 T Truss is designed as a Main TC 0.83 2x 4 SP - #2 J -M 0.67 1093 C Wind -Force Resistance System. BC 0.63 2x 4 SP - #2 M -L 0.05 256 C WindLd Wind Speed: 120 mph WB 0.67 2x 4 SP - #3 Mean Roof Height: 19 -6 TL Defl -0.42" in N -G L /605 Exposure Category: C Brace truss as follows: LL Defl - 0.21" in N -G L/999 Occupancy Factor : 1.00 O.C. From To LL Cant -0.10" in A -N L/465 Building Type: Enclosed TC Cont. 0- 0- 0 26- 0 -12 Shear // Grain in A -I 0.35 Zone location: Exterior BC Cont. 0- 0- 0 26- 0 -12 TC Dead Load : 5.0 psf Plates for each ply each face. BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area User - defined wind - exposed BC TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area regions -- From -- -- -To - -- BC 10.0 0.0 Jt Type Plt Size X Y JSI 0- 0- 0 4- 1 -12 TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Max comp. force 2180 Lbs Total 47.0 Spacing 24.0" I MT20 4.Ox 8.0 -0.7 0.9 0.99 Max tens. force 1410 Lbs Lumber Duration Factor 1.33 B MT20 4.Ox 6.0 Ctr Ctr 0.58 Connector Plate Fabrication Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.42 Tolerance = 20% TC Fb =1.15 Fc =1.10 Ft =1.10 J MT20 3.Ox 4.0 0.4 -0.3 0.83 This truss is designed for a BC Fb =1.10 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.42 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.62 is used to calculate total Total Load Reactions (Lbs) S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 load deflection. Jt Down Uplift Horiz- G MT20 3.Ox 4.0 Ctr Ctr 0.41 N 1579 914 U 168 R F MT20 3.Ox 6.0 Ctr Ctr 0.66 M 1089 497 U 274 R M MT20 3.Ox 4.0 Ctr Ctr 0.64 Jt Brg Size Required REVIEWED BY: N 5.5" 1.7" MiTek Industries, Inc. ,�1�1111��►,l�l M 4.8" 1.5" 6904 Parke East Blvd. � t� GL S. .tI, Tampa, FL 33610 S ■�.. . C " � N . 'J.f� �j. Plus 6 Wind Load Case(s) ' \V . \ s + ' • •. ( Plus 1 UBC LL Load Case(s) REFER TO ONLINE PLUS GENERAL ...:"..4.... " \•• %..!r Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ■ -- No 53681 - 0 ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl- CSI -Bad " �' � ' \ 1 • : ■ • Top Chords NOTES: ■ ) * 1 A -I 0.83 908 T 0.15 0.68 Trusses Manufactured by: r `, : '' ■ I -B 0.69 1295 C 0.01 0.68 Allstar ' ' sG .. B -C 0.17 884 C 0.07 0.10 Analysis Conforms To: 0.1 STATE OF 111.. C - 0.26 896 C 0.07 0.19 FBC2007 r �I • 40 J -L 0.20 126 T 0.01 0.19 TPI 2002 % '� • •• ; � � Q P; "• ` `* Bottom Chords OH Loading I b ••. O R •• G `� A -N 0.63 867 C 0.00 0.63 Soffit psf 2.0 t S .. ..... •{ N 1 This t hpsfbeenodethenB.C. , iI1 N A` ; % .%' S1 -G 0. 904 T 0.06 0.39 for 20.0 , G -F 0.49 1241 T 0.10 0.39 in areas where a rectangle F -M 0.39 783 T 0.05 0.34 3- 6- 0 tall by Webs 2- 0- 0 wide FL Cert. 6634 N -I 0.67 2180 C will fit between the B.C. I -G 0.10 353 T and any other member. Online Plus'" © Copyright MTeI® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:12 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -Hi Left OH Right OH Engineering 072610A -REV D4 1 PCH3 260012 8 0 1- 4 -12 73903111 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 1 - - N H V TC1 7 -2 -6 1 14 -5 -12 1 18 -1 -0 ! 21 -8 -4 1 26 -0 -12 I '' 4x4= C 8 17; 77 . 4x:; x6; 3x4. 8 3.25 L 6 -10 -5 4x8 SPL I 2x311 4x4 = A � L N G F M 3x4.. _ S1 3x4= 3x6 3x4= Cant:3 -11- 0 7 3x4= rl W:508 W:412 R:1449 R:1109 U: 848 U: 507 BC 4 -1 -12 1 14 -2 -4 1 18 -1 -0 1 26 -0 -12 1 8 26 -0 -12 B- ALL PLATES ARE MT2020 Scale: 0.226" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 180.0 LBS Online Plus -- Version 27.0.006 G -B 0.05 196 T RUN DATE: 18- OCT -10 B -F 0.42 794 C Design checked for 10 psf non- concurrent LL on BC. F -C 0.32 761 T Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -J 0.06 229 T Truss is designed as a Main TC 0.76 2x 4 SP - #2 J -M 0.69 1123 C Wind -Force Resistance System. BC 0.56 2x 4 SP - #2 M -L 0.05 256 C WindLd Wind Speed: 120 mph WB 0.69 2x 4 SP - #3 Mean Roof Height: 19 -6 TL Defl -0.43" in N -G L /600 Exposure Category: C Brace truss as follows: LL Defl -0.21" in N -G L/999 Occupancy Factor : 1.00 O.C. From To LL Cant -0.08" in A -N L/621 Building Type: Enclosed TC Cont. 0- 0- 0 26- 0 -12 Shear // Grain in A -I 0.34 Zone location: Exterior BC Cont. 0- 0- 0 26- 0 -12 TC Dead Load : 5.0 psf Plates for each ply each face. BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area User- defined wind - exposed BC TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area regions -- From -- -- -To - -- BC 10.0 0.0 Jt Type Plt Size X Y JSI 0- 0- 0 4- 1 -12 TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Max comp. force 1991 Lbs Total 47.0 Spacing 24.0" I MT20 4.Ox 8.0 -0.7 0.9 0.90 Max tens. force 1313 Lbs Lumber Duration Factor 1.33 B MT20 4.Ox 6.0 Ctr Ctr 0.58 Connector Plate Fabrication Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.42 Tolerance = 20% TC Fb =1.15 Fc =1.10 Ft =1.10 J MT20 3.Ox 4.0 0.4 -0.3 0.85 This truss is designed for a BC Fb =1.10 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.42 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.57 is used to calculate total Total Load Reactions (Lbs) S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 load deflection. Jt Down Uplift Horiz- G MT20 3.Ox 4.0 Ctr Ctr 0.41 N 1449 849 U 169 R F MT20 3.Ox 6.0 Ctr Ctr 0.71 M 1109 508 U 274 R M MT20 3.Ox 4.0 Ctr Ctr 0.66 Jt Brg Size Required REVIEWED BY: N 5.5" 1.6" MiTek Industries, Inc. ` � >>�� 11t/ M 4.8" 1.5" 6904 Parke East Blvd. ` 1 b . ,, .l. S. � t . #,, ., , , Plus 6 Wind Load Case(s) Tampa, FL 33610 � "� E . N '�' 9� I� Plus 1 UBC LL Load Case(s) REFER TO ONLINE PLUS GENERAL . '. " N., S � • • ". I Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ` r .. No 53681 . ADDITIONAL SPECIFICATIONS. �, * Y �` : ` * r Membr CSI P Lbs Axl- CSI -Bnd j Top Chords NOTES: �) A -I 0.76 604 C 0.10 0.66 Trusses Manufactured by: -. • 7 4� x( • I -B 0.67 1358 C 0.01 0.66 Allstar �}7' • STATE OF :4 1 Z B -C 0.17 914 C 0.07 0.10 Analysis Conforms To: C -J 0.26 926 C 0.07 0.19 FBC2007 i 0 " � J -L 0.20 126 T 0.01 0.19 TPI 2002 %'"••� ' O • ' ' Bottom Chords OH Loading I ' O . , G , A -N 0.54 637 T 0.00 0.54 Soffit psf 2.0 �j� S/ f•�•..•. N A . \ i� , S1 - G 0.45 1071 T 0.06 0.39 Th for t 20.0 hpsfbLLnonetheaB.0 � 4 iiii ; �� G -F 0.49 1302 T 0.10 0.39 in areas where a rectangle F -M 0.39 804 T 0.05 0.34 3- 6- 0 tall by Webs 2- 0- 0 wide FL Cert. 6634 N -I 0.61 1991 C will fit between the B.C. I -G 0.08 312 T and any other member. Online PIos ® Copyright MTe6S 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:12 PM Page 1 October 19,201 0 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 072610A -REV D5 3 PCH3 260012 8 0 1- 4 -12 73903112 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 1 -6 -8 N r-1 TCI 7 -2 -6 1 14 -5 -12 I 18 -1 -0 I 21 -8 -4 1 26 -0 -12 I r I 4x4 = C 8r 72 4x6 ; 3x4 .� 3.25 M: 8 8 -10 -5 4x8; 6 -10 -5 SPL I 2 x 3 11 L 4x4 - A N xm G xFa E 0 z° M 3x4 -. S1 3x4= 3x6= 2x3 3x4= Cant:3 -11- 0 77 3x4= P a El - 0 W:508 0 2 x 3 11 W:412 R:1449 2x311 U: 848 R:1109 U: 507 2x3 11 BC 4 -1 -12 1 14 -2 -4 1 18 -1 -U I 26 -U -12 B 26 -0 -12 ALL PLATES ARE MT2020 Scale: 0.214" =1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 196.1 LBS Online Plus -- Version 27.0.006 G -B 0.05 196 T Design checked for 10 psf non - RUN DATE: 18- OCT -10 B -F 0.42 794 C concurrent LL on BC. F -C 0.32 761 T Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -J 0.06 229 T Truss is designed as a Main TC 0.76 2x 4 SP - #2 J -M 0.69 1123 C Wind -Force Resistance System. BC 0.56 2x 4 SP - #2 M -L 0.05 256 C WindLd Wind Speed: 120 mph WB 0.69 2x 4 SP - #3 Mean Roof Height: 19 -6 TL Defl -0.43" in N -G L /600 Exposure Category: C Brace truss as follows: LL Defl -0.21" in N -G L/999 Occupancy Factor : 1.00 O.C. From To LL Cant -0.08" in A -N L/621 Building Type: Enclosed TC Cont. 0- 0- 0 26- 0 -12 Shear // Grain in A -I 0.34 Zone location: Exterior BC Cont. 0- 0- 0 26- 0 -12 TC Dead Load : 5.0 psf Plates for each ply each face. BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area User - defined wind - exposed BC TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area regions -- From -- -- -To - -- BC 10.0 0.0 Jt Type Plt Size X Y JSI 0- 0- 0 4- 1 -12 TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Max comp. force 1991 Lbs Total 47.0 Spacing 24.0" I MT20 4.Ox 8.0 -0.7 0.9 0.90 Max tens. force 1313 Lbs Lumber Duration Factor 1.33 B MT20 4.Ox 6.0 Ctr Ctr 0.58 Connector Plate Fabrication Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.42 Tolerance = 20% TC Fb =1.15 Fc =1.10 Ft =1.10 J MT20 3.Ox 4.0 0.4 -0.3 0.85 This truss is designed for a BC Fb =1.10 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.42 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.57 is used to calculate total Total Load Reactions (Lbs) S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 load deflection. Jt Down Uplift Horiz- G MT20 3.Ox 4.0 Ctr Ctr 0.41 N 1449 849 U 169 R F MT20 3.Ox 6.0 Ctr Ctr 0.71 M 1109 508 U 274 R M MT20 3.Ox 4.0 Ctr Ctr 0.66 Jt Brg Size Required REVIEWED BY: N 5.5" 1.6" MiTek Industries, Inc. �, �< < �� ,1 / �� I I, M 4.8" 1.5" 6904 Parke East Blvd. E.1- S. 1 J� Tampa, FL 33610 ,N � ` C, •• "' e Plus 6 Wind Load Case(s) ` Z . U � : ' \- E <1/ 1 j / ■ I ∎ Plus 1 UBC LL Load Case(s) REFER TO ONLINE PLUS GENERAL '�•• ` • •'• Q...I. Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR •: - No 53681 ' •, ADDITIONAL SPECIFICATIONS. +('* • _, • * "" Membr CSI P Lbs Axl- CSI -Bnd Top Chords NOTES: A -I 0.76 604 C 0.10 0.66 Trusses Manufactured by: �..Q f '''''\:' I -B 0.67 1358 C 0.01 0.66 Allstar �� • STATE OF "41.1 B -C 0.17 914 C 0.07 0.10 Analysis Conforms To: /'I C -J 0.26 926 C 0.07 0.19 FBC2007 i CJ ^V J -L 0.20 126 T 0.01 0.19 TPI 2002 I* ''C‘ 'p \�" Bottom Chords OH Loading . � •"• R , Gi , , A -N 0.54 637 T 0.00 0.54 Soffit psf 2.0 / l SS . , ` N • . l This t has � I,O N A� ' ,, ` �> S1 -G 0.45 1071 T 0.06 0.39 for 20.0 psf �� G -F 0.49 1302 T 0.10 0.39 in areas where a rectangle F -M 0.39 804 T 0.05 0.34 3- 6- 0 tall by tr Webs 2- 0- 0 wide FL Cert. 6634 N -I 0.61 1991 C will fit between the S.C. I -G 0.08 312 T and any other member. Online Plus" ® Copyright MTek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:13 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV D6 2 PCH3 200504 8 0 0 T3903113 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 7 -3 -8 TCI 7 -2 -6 1 14 -5 -12 1 18 -1 -0 120 -5 -4 4x4 C 8 V. se 3 II 2x 4x4; ^�L B 3.25 V il 8 -10 -5 3x4; 6 -10 -5 I 4 N S1 G M 2x3 3x4- 3x8- 3x4 - W: S , 0 R:1212 Cant:3 -11- 0 U: 716 n Cant:12 W:212 R: 792 U: 339 BCI 4 -1 -12 1 14 -2 -4 1 20 -1 -12 11 d O 0 0 n n d 20 -5 -4 p. ALL PLATES ARE MT2020 Scale: 0.190" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 148.5 LBS Online Plus -- Version 27.0.006 I -G 0.07 206 T Wind Loads - ANSI / ASCE 7 -05 RUN DATE: 18- OCT -10 G -B 0.20 634 C Truss is designed as a Main G -C 0.46 983 T Wind -Force Resistance System. CSI -Size- - - -- Lumber - - -- C -M 0.45 552 C Wind Speed: 120 mph TC 0.78 2x 4 SP - #2 M -L 0.30 210 T 0.00 0.30 Mean Roof Height: 19 -6 BC 0.53 2x 4 SP - #2 0 -M 0.30 792 C 0.08 0.22 Exposure Category: C WB 0.49 2x 4 SP - #3 Occupancy Factor : 1.00 TL Defl -0.39" in N -G L/490 Building Type: Enclosed Brace truss as follows: LL Defl -0.19" in N -G L/986 Zone location: Exterior 0.C. From To LL Cant -0.08" in A -N L/583 TC Dead Load : 5.0 psf TC Cont. 0- 0- 0 20- 5- 4 Shear // Grain in A -I 0.35 BC Dead Load : 5.0 psf BC Cont. 0- 0- 0 20- 5- 4 User - defined wind - exposed BC Plates for each ply each face. regions -- From -- -- -To - -- psf-Ld Dead Live Plate - MT20 20 Ga, Gross Area 0- 0- 0 4- 1 -12 TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area Max comp. force 1604 Lbs BC 10.0 0.0 Jt Type Plt Size X Y JSI Max tens. force 1088 Lbs TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Connector Plate Fabrication Total 47.0 Spacing 24.0" I MT20 3.Ox 4.0- 0.5 -0.1 0.91 Tolerance = 20% Lumber Duration Factor 1.33 B MT20 4.Ox 4.0 Ctr Ctr 0.60 This truss is designed for a Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.83 creep factor of 1.5 which TC Fb =1.15 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.37 is used to calculate total BC Fb =1.10 Fc =1.10 Ft =1.10 N MT20 2.Ox 3.0 Ctr Ctr 0.92 load deflection. S1 MT20 3.Ox 4.0 Ctr Ctr 0.50 Total Load Reactions (Lbs) G MT20 3.Ox 8.0 Ctr Ctr 0.67 Jt Down Uplift Horiz- M MT20 3.Ox 4.0 Ctr Ctr 0.39 N 1212 717 U 463 R O 792 339 U 20 R REVIEWED BY: MiTek Industries, Inc. 0 1111 1111 1#/. Jt Brg Size Required 6904 Parke East Blvd. 0% L S � N 5.5" 1.5" Tampa, FL 33610 ,∎G�p`... • .:67../ � ,,, .` � O 2.8" 1.5" C E. REFER TO ONLINE PLUS GENERAL ;�' \ • .• - S ' � '.• % , Plus 6 Wind Load Case(s) NOTES AND SYMBOLS SHEET FOR ■ ..` No 53681 • ' Plus 1 UBC LL Load Case(s) ADDITIONAL SPECIFICATIONS. • i..1.I' Plus 1 BC LL Load Case(s) " S•• Plus 1 DL Load Case(s) NOTES: 1 Trusses Manufactured by: �- Membr CSI P Lbs Axl- CSI -Bnd Allstar ` �- -- \ " C . Top Chords Analysis Conforms To: % �s STAT• '• R EO F �• 41: A -I 0.78 603 C 0.10 0.68 FBC2007 i • <G/ I -B 0.68 755 C 0.00 0.68 TPI 2002 • As ( /nQ.•. ` B -C 0.19 852 C 0.00 0.19 This truss has been designed '�.�ONAL , C -L 0.13 208 T 0.02 0.11 for 20.0 psf LL on the B.C. ��' Bottom Chords in areas where a rectangle /1j/11(111111� A -N 0.53 636 T 0.00 0.53 3- 6- 0 tall by N -S1 0.52 746 T 0.04 0.48 2- 0- 0 wide S1 -G 0.48 746 T 0.04 0.44 will fit between the B.C. G -M 0.45 258 C 0.01 0.44 and any other member. FL Cert. 6634 Webs Design checked for 10 psf non - N -I 0.49 1604 C concurrent LL on BC. Online Plus'• ® Copyright MTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:13 PM Page 1 October 19,2010 Job Mark 4uan Type Span Pi -Hl Left OH Right OH Engineering 072610A -REV D7 1 PCH3 200504 8 0 0 T3903114 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 5 -3 -8 TCI 7 -2 -6 I 14 -5 -12 I 18 -1 -0 1 20 -5 -4 4x4 = C 8 8 r '2 2x311 L 4x4 8 3.25 a', 6 -10 -5 3x4 I 4x4 -_ A `... 0 79 ;v , M N Sl G 3x4= 2x3%, 3x4= 3x8= Cant:3 -11- 0 7 1 W:508 W:308 R:1212 R: 792 U: 721 U: 334 BC 4 -1 -12 1 14 -2 -4 I 20 -5 -4 B 20 -5 -4 ALL PLATES ARE MT2020 Scale: 0.259" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 144.7 LBS Online Plus -- Version 27.0.006 I -G 0.07 209 T Truss is designed as a Main RUN DATE: 18- OCT -10 G -B 0.20 632 C Wind -Force Resistance System. G -C 0.45 1000 T Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- C -M 0.51 616 C Mean Roof Height: 19 -6 TC 0.78 2x 4 SP - #2 M -L 0.29 171 T WindLd Exposure Category: C BC 0.53 2x 4 SP - #2 Occupancy Factor : 1.00 WB 0.51 2x 4 SP - #3 TL Defl - 0.38" in N -G L/498 Building Type: Enclosed LL Defl -0.19" in N -G L/998 Zone location: Exterior Brace truss as follows: LL Cant -0.08" in A -N L/577 TC Dead Load : 5.0 psf O.C. From To Shear // Grain in A -I 0.35 BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 20- 5- 4 User - defined wind - exposed BC BC Cont. 0- 0- 0 20- 5- 4 Plates for each ply each face. regions -- From -- -- -To - -- Plate - MT20 20 Ga, Gross Area 0- 0- 0 4- 1 -12 psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Max comp. force 1610 Lbs TC 7.0 30.0 Jt Type Plt Size X Y JSI Max tens. force 1095 Lbs BC 10.0 0.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Connector Plate Fabrication TC +BC 17.0 30.0 I MT20 3.Ox 4.0- 0.5 -0.1 0.91 Tolerance = 20% Total 47.0 Spacing 24.0" B MT20 4.Ox 4.0 Ctr Ctr 0.60 This truss is designed for a Lumber Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.85 creep factor of 1.5 which Plate Duration Factor 1.33 L MT20 2.Ox 3.0 Ctr Ctr 0.37 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 N MT20 2.Ox 3.0 Ctr Ctr 0.92 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.49 G MT20 3.Ox 8.0 0.5 Ctr 0.63 Total Load Reactions (Lbs) M MT20 3.Ox 4.0 Ctr Ctr 0.39 Jt Down Uplift Horiz- N 1212 721 U 148 R REVIEWED BY: M 792 334 U 380 R MiTek Industries, Inc. 6904 Parke East Blvd. `` y1i 11�1111 1j / Jt Brg Size Required Tampa, FL 33610 ,� S I N 5.5" 1.5" ♦♦♦ \X, ....... ; p7..C� , I M 3.5" 1.5" REFER TO ONLINE PLUS GENERAL ♦ G , G E N Q NOTES AND SYMBOLS SHEET FOR • ,$�� • \.' ``•' : � Plus 6 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. (y O 5 3 681 Plus 1 UBC LL Load Case(s) ...-- .. Plus 1 BC LL Load Case(s) NOTES: * : h I . • Plus 1 DL Load Case(s) Trusses Manufactured by: '- J - 2 * Allstar� Membr CSI P Lbs Axl- CSI -Bnd Analysis Conforms To: = U • 1 , ^ - - - -- " Top Chords FBC2007 : .• . STATE OF : 14 1 A -I 0.78 603 C 0.10 0.68 TPI 2002 0 4 / I -B 0.68 758 C 0.00 0.68 This truss has been designed � 4 O R \ D . . \ ♦ ♦ ♦ B -C 0.21 854 C 0.00 0.21 for 20.0 psf LL on the B.C. „.,.. � C -L 0.15 187 T 0.00 0.15 in areas where a rectangle I 1 tS/ . � \ ♦� ♦ Bottom C 3- 6- 0 tall by 11 1,,, N A' ,� A -N 0.53 636 T 0.00 0.53 2- 0- 0 wide N -S1 0.52 747 T 0.04 0.48 will fit between the B.C. S1 -G 0.49 747 T 0.04 0.45 and any other member. N -M 0.46 217 T 0.01 0.45 Design checked for 10 psf non- FL Cert. 6634 Webs concurrent LL on BC. N -I 0.49 1610 C Wind Loads - ANSI / ASCE 7 -05 Online Plus" 0 Copyright M7ek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:14 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 072610A -REV D8 1 PCH3 200504 8 0 0 T3903115 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 5 -3 -8 TCI 7 -2 -6 1 14 -5 -12 1 18 -1 -0 1 20 -5 -4 4x6- 0 8 8 8 2x3 11 L 4x4,-.. B 3.25 Is 6 -10 -5 3x8 I 4x4 = .• ,,,.. Ibil milliiiiiiimilmi......_ A .T." -- 11.41■1111111111111111111111111; 0 N S1 G ' 3x4_ 3x4y 2x311 3x4- 3x12 - Cant:1-11- 0 7 7 W:508 W:308 R:1078 R: 925 U: 563 U: 409 BC 2 -1 -12 1 7 -2 -6 1 14 -2 -4 1 20 -5 -4 B 20 -5 -4 ALL PLATES ARE MT2020 Scale: 0.259" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 151.5 LBS Online Plus -- Version 27.0.006 G -M 0.29 248 T 0.01 0.28 Design checked for 10 psf non - RUN DATE: 18- OCT -10 Webs concurrent LL on BC. 0 -I 0.39 1875 C 1 Br Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- N -I 0.06 238 T Truss is designed as a Main TC 0.64 2x 4 SP - #2 I -G 0.63 652 C Wind -Force Resistance System. BC 0.53 2x 4 SP - #2 G -B 0.22 708 C Wind Speed: 120 mph WB 0.65 2x 4 SP - #3 G -C 0.65 1292 T Mean Roof Height: 19 -6 C -M 0.61 740 C Exposure Category: C Brace truss as follows: M -L 0.29 180 T WindLd Occupancy Factor : 1.00 O.C. From To Building Type: Enclosed TC Cont. 0- 0- 0 20- 5- 4 TL Defl -0.19" in N -G L/999 Zone location: Exterior BC Cont. 0- 0- 0 20- 5- 4 LL Defl -0.08" in N -G L/999 TC Dead Load : 5.0 psf One Continuous Lateral Brace LL Cant -0.03" in A -0 L/769 BC Dead Load : 5.0 psf 0 -I Shear // Grain in I -B 0.34 User - defined wind - exposed BC Attach CLB with (2) -10d nails regions -- From -- -- -TO - -- at each web. Plates for each ply each face. 0- 0- 0 2- 0- 0 Plate - MT20 20 Ga, Gross Area Max comp. force 1875 Lbs psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Max tens. force 1536 Lbs TC 7.0 30.0 Jt Type Plt Size X Y JSI Connector Plate Fabrication BC 10.0 0.0 A MT20 4.0x 4.0 0.8 0.1 0.53 Tolerance = 20% TC +BC 17.0 30.0 I MT20 3.Ox 8.0- 0.5 -0.2 0.60 This truss is designed for a Total 47.0 Spacing 24.0" B MT20 4.Ox 4.0 Ctr Ctr 0.60 creep factor of 1.5 which Lumber Duration Factor 1.33 C MT20 4.Ox 6.0- 0.5 -0.1 0.88 is used to calculate total Plate Duration Factor 1.33 L MT20 2.Ox 3.0 Ctr Ctr 0.37 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 0 MT20 3.Ox 4.0 Ctr Ctr 0.60 BC Fb =1.10 Fc =1.10 Ft =1.10 N MT20 2.Ox 3.0 Ctr Ctr 0.46 S1 MT20 3.Ox 4.0 Ctr Ctr 0.64 Total Load Reactions (Lbs) G MT20 3.0x12.0 2.0 Ctr 0.82 Jt Down Uplift Horiz- M MT20 3.Ox 4.0 Ctr Ctr 0.47 O 1079 564 U 148 R ♦ +��1111��/1)// M 926 410 U 380 R REVIEWED BY: .. NA / (, � ,♦ti I\ S . / I I I I MiTek Industries, Inc. 9 I ♦ n Jt Brg Size Required 6904 Parke East Blvd. ` y ♦� \ \C E N S'� : •,yj�' . j� O 5.5" 1.5" Tam a, FL 33610 M 3.5" 1.5" "" - No 53681 REFER TO ONLINE PLUS GENERAL .../ • � * � « Plus 6 Wind Load Case(s) NOTES AND SYMBOLS SHEET FOR ` ) Plus ) UBC LL Load Case(s) ADDITIONAL SPECIFICATIONS. :: ; -) ■ Plus 1 BC LL Load Case(s) . -t • ! r'� `,-_ •! X Plus 1 DL Load Case(s) NOTES: r. Trusses Manufactured by: ' f STATE OF 4 "4 - 5 3 Membr CSI P Lbs Axl- CSI -Bad Allstar ' • Top Chords Analysis Conforms To: � �, �••'� 1 • \ ' A -I 0.64 193 T 0.04 0.60 FBC2007 II�S •• "• R ` \ G ' 1.` I -B 0.60 955 C 0.00 0.60 TPI 2002 I I I 0 • .. • �� ♦ B -C 0.25 1080 C 0.00 0.25 This truss has been designed / / /, / N A� \� �`1, C -L 0.19 192 T 0.00 0 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle A -O 0.53 241 T 0.00 0.53 3- 6- 0 tall by O -N 0.52 1536 T 0.24 0.28 2- 0- 0 wide FL Cert. 6634 N -S1 0.36 1536 T 0.24 0.12 will fit between the B.C. S1 -G 0.47 1536 T 0.24 0.23 and any other member. Online Plus ® Copyright MiTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:14 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV D9 1 *2P FLAT 140300 40705 0 0 T3903116 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 4 -7 -5 HO 4 -7 -5 TCI 7 -1 -8 1 14 -3 -0 3x6= 2x311 3x6= A F BB 4 -7 -5 D ® C 2x3 b E 0 2 x 3 11 8x8 11 7 W:608 W:10000 R:3844 R:3844 U:1847 U:1847 BC 7 -1 -8 1 14 -3 -0 B 14 -3 -0 B ALL PLATES ARE MT2020 Scale: 0.384" = 1' MiTek' Online Plus' APPROX. TRUSS WEIGHT: 118.1 LBS Online Plus -- Version 27.0.006 A -E 0.65 4345 T water ponding. RUN DATE: 18- OCT -10 E -F 0.05 620 C This truss must be installed E -B 0.65 4345 T as shown. It cannot be * 2 -Ply Truss * C -B 0.23 2484 C WindLd installed upside -down. Wind Loads - ANSI / ASCE 7 -05 TL Defl -0.20" in D -E L /750 Truss is designed as a Main CSI -Size- - - -- Lumber - - -- LL Defl -0.12" in D -E L/999 Wind -Force Resistance System. TC 0.39 2x 4 SP - #2 Shear // Grain in D -E 0.76 Wind Speed: 120 mph BC 0.83 2x 6 SP - #1D Mean Roof Height: 19 -6 WB 0.65 2x 4 SP - #3 Plates for each ply each face. Exposure Category: C Plate - MT20 20 Ga, Gross Area Occupancy Factor : 1.00 Brace truss as follows: Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed 0.C. From To Jt Type Plt Size X Y JSI Zone location: Exterior TC Cont. 0- 0- 0 14- 3- 0 A MT20 3.Ox 6.0 0.4 -0.3 0.75 TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 14- 3- 0 F MT20 2.Ox 3.0 Ctr Ctr 0.29 BC Dead Load : 5.0 psf B MT20 3.Ox 6.0- 0.4 -0.3 0.75 Max comp. force 3703 Lbs psf -Ld Dead Live D MT20 2.Ox 3.0 Ctr Ctr 0.77 Max tens. force 4345 Lbs TC 7.0 30.0 E MT20 8.Ox 8.0 Ctr -0.8 0.81 Connector Plate Fabrication BC 10.0 0.0 C MT20 2.Ox 3.0 Ctr Ctr 0.77 Tolerance = 20% TC +BC 17.0 30.0 This truss is designed for a Total 47.0 Spacing 24.0" REVIEWED BY: creep factor of 1.5 which Lumber Duration Factor 1.33 MiTek Industries, Inc. is used to calculate total Plate Duration Factor 1.33 6904 Parke East Blvd. load deflection. TC Fb =1.00 Fc =1.00 Ft =1.00 Tampa, FL 33610 BC Fb =1.00 Fc =1.00 Ft =1.00 REFER TO ONLINE PLUS GENERAL Total Load Reactions (Lbs) NOTES AND SYMBOLS SHEET FOR Jt Down Uplift Horiz- ADDITIONAL SPECIFICATIONS. D 3845 1847 U 254 R C 3845 1847 U 254 R NOTES: Trusses Manufactured by: 001 { S 1111►iill Jt Brg Size Required Allstar ,% ‘ l „ D 6.5" 1.9" Analysis Conforms To: ♦ \PL..•• .• M 1 I ,, , C 12.0" 1.9" FBC2007 TPI 2002 •: % . ♦ � '• .• . �\ G L. Ns ,`•,. .' ,' '. LC# 1 Standard Loading 2 COMPLETE TRUSSES REQUIRED. ■ -, Dur Fctrs - Lbr 1.33 Plt 1.33 Fasten together in staggered ••`. _ * - -; • NO 53681 " plf - Dead Live* From To pattern. (1/2" bolts -OR- + (-' a TC V 14 60 -0.1' 14.2' SDS3 screws -OR- 10d nails � * ' \. • ' BC V 20 0 -0.1' 14.2' as each layer is applied.) 1 -) : BC V 162 285 -0.1' 14.2' - - -- Spacing (In) - - -- i� "' Rows Nails Screws Bolts •" -C) %' {'�'� 7 -� - -s Plus 6 Wind Load Case(s) TC 1 12 24 0 i t t1 + • • ii • Plus 1 UBC LL Load Case(s) BC 2 12 24 0 •••.. 0 • •, STATE ,t7F ; • ` • Plus 1 DL Load Case(s) WB 1 8 8 • T ', •,' 'o"_ " ■ This truss has been designed •, •••. 0 R Membr CSI P Lbs Axl- CSI -Bnd for 20.0 psf LL on the B.C. S • •••• • • `♦ f A -F 0.39 0.37 i 3 areas whereby rectangle ' 1 1/ j O N Al ; %` F -B 0.39 3703 C 0.02 0.37 2- 0- 0 wide Bottom Chords will fit between the B.C. D -E 0.83 194 T 0.00 0.83 and any other member. E -C 0.83 194 T 0.00 0.83 Design checked for 10 psf non- FL Cert. 6634 Webs concurrent LL on BC. D -A 0.23 2484 C WindLd Provide drainage to prevent Online Plus *" 0 Copyright MTee® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:15 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV El 1 HHIP 130808 8 0 0 T3903117 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -9 -0 HO 11 -2 -11 TCI 6 -6 -8 1 11 -2 -8 113 -8 -8I 4x6= 2 x 3 11 B C 2x3 11 8 � G 11 -2 -11 , 3x4i� H A I D 2x311 I 3x4= 3x6= f n M W:508 W:308 W:308 R: 266 R: 854 R: 364 U: 33 U: 557 U: 309 BC 6 -6 -8 1 14 -8 -8 8 13 -8 -8 B ALL PLATES ARE MT2020 Scale: 0.172" = 1• MiTeke Online Plus' APPROX. TRUSS WEIGHT: 152.4 LBS Online Plus -- Version 27.0.006 Bottom Chords and any other member. RUN DATE: 18- OCT -10 A -I 0.37 550 C 0.00 0.37 Design checked for 10 psf non - I -D 0.41 366 T 0.00 0.41 concurrent LL on BC. CSI -Size- - - -- Lumber - - -- Webs No wind exposure on right end. TC 0.51 2x 4 SP - #2 A -H 0.11 241 C WindLd Wind Loads - ANSI / ASCE 7 -05 BC 0.41 2x 4 SP - #2 H -I 0.18 481 T Truss is designed as a Main WB 0.56 2x 4 SP - #3 I -G 0.56 564 T Wind -Force Resistance System. I -B 0.10 170 C 1 Br Wind Speed: 120 mph Brace truss as follows: B -D 0.08 282 T 1 Br Mean Roof Height: 19 -6 O.C. From To D -C 0.04 80 C 1 Br Exposure Category: C TC Cont. 0- 0- 0 13- 8- 8 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 13- 8- 8 TL Defl -0.15" in I -D L /535 Building Type: Enclosed One Continuous Lateral Brace LL Defl -0.09" in I -D L/882 Zone location: Exterior I -B B -D D -C Shear // Grain in H -G 0.28 TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails BC Dead Load : 5.0 psf at each web. Plates for each ply each face. Max comp. force 550 Lbs Plate - MT20 20 Ga, Gross Area Max tens. force 564 Lbs psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication TC 7.0 30.0 Jt Type Plt Size X Y JSI Tolerance = 20% BC 10.0 0.0 H MT20 3.Ox 4.0 Ctr Ctr 0.24 This truss is designed for a TC +BC 17.0 30.0 G MT20 2.Ox 3.0 Ctr Ctr 0.46 creep factor of 1.5 which Total 47.0 Spacing 24.0" B MT20 4.Ox 6.0 Ctr -0.5 0.77 is used to calculate total Lumber Duration Factor 1.33 C MT20 2.Ox 3.0 Ctr Ctr 0.17 load deflection. Plate Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.59 TC Fb =1.15 Fc =1.10 Ft =1.10 I MT20 3.Ox 6.0 Ctr Ctr 0.44 BC Fb =1.10 Fc =1.10 Ft =1.10 D MT20 3.Ox 4.0 Ctr Ctr 0.20 .01111 Total Load Reactions (Lbs) REVIEWED BY: tip KE.\ -,S. r f i i, � , � Jt Down Uplift Horiz- MiTek Industries, Inc. ■• ``C` • '�'7 A 266 34 U 627 R 6904 Parke East Blvd. `�'�� \G .• \C E Ns'• . - , . • 1 854 558 U Tampa, FL 33610 D 364 310 U 408 R ∎ No 53681 REFER TO ONLINE PLUS GENERAL ��'* : A * ` . Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR �, A 5.5" 1.5" ADDITIONAL SPECIFICATIONS. - ~) / I 3.5" 1.5" 0 - cG> 1 z D 3.5" 1.5" NOTES: :53.* STATE OF Trusses Manufactured by: ,, :: Plus 6 Wind Load Case(s) Allstar °;°'%W T �As J P.' Plus 1 UBC LL Load Case(s) Analysis Conforms To: R , ?•' Q Plus 1 DL Load Cases) (s) TPI FBC2007 °NAL -" •4 ``‘ This truss has been designed Membr CSI P Lbs Axl- CSI -Bnd for 20.0 psf LL on the B.C. Top Chords in areas where a rectangle H -G 0.51 278 C 0.02 0.49 3- 6- 0 tall by FL Cert. 6634 G -B 0.49 65 T 0.00 0.49 2- 0- 0 wide B -C 0.05 0 T 0.00 0.05 will fit between the B.C. Online PWsTM ® Copyrg81 MiTe1® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:15 PM Page 1 October 19,20 1 q 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV E2 1 HHIP 130808 8 0 0 T3903118 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -9 -0 HO 11 -6 -0 co 0 co 0 co TCI 6 -6 -8 1 11 -7 -8 I .i 4x6 = 2x31; B C : 8 2x3 ii 11 -6 -0 3x4 H A D 2x3 II .I v ' 3x4 3x6 = W:508 W:30 8 W:30 8 R: 277 R: 838 R: 374 U: 36 U: 551 U: 327 BC 6 -6 -8 I 13 -8 -8 13 -8 -8 B ALL PLATES ARE MT2020 Scale: 0.161' = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 154.3 LBS Online Plus -- Version 27.0.006 Bottom Chords and any other member. RUN DATE: 18- OCT -10 A -I 0.37 567 C 0.00 0.37 Design checked for 10 psf non - I -D 0.41 382 T 0.00 0.41 concurrent LL on BC. CSI -Size- - - -- Lumber - - -- Webs No wind exposure on right end. TC 0.53 2x 4 SP - #2 A -H 0.11 253 C WindLd Wind Loads - ANSI / ASCE 7 -05 BC 0.41 2x 4 SP - #2 H -I 0.18 490 T Truss is designed as a Main WB 0.57 2x 4 SP - #3 I -G 0.57 578 T Wind -Force Resistance System. I -B 0.13 198 C 1 Br Wind Speed: 120 mph Brace truss as follows: B -D 0.10 317 T 1 Br Mean Roof Height: 19 -6 O.C. From To D -C 0.03 61 T 1 Br Exposure Category: C TC Cont. 0- 0- 0 13- 8- 8 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 13- 8- 8 TL Defl -0.15" in I -D L/526 Building Type: Enclosed One Continuous Lateral Brace LL Defl -0.09" in I -D L/858 Zone location: Exterior I -B B -D D -C Shear // Grain in H -G 0.28 TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails BC Dead Load : 5.0 psf at each web. Plates for each ply each face. Max comp. force 567 Lbs Plate - MT20 20 Ga, Gross Area Max tens. force 578 Lbs psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication TC 7.0 30.0 Jt Type Plt Size X Y JSI Tolerance = 20% BC 10.0 0.0 H MT20 3.Ox 4.0 Ctr Ctr 0.25 This truss is designed for a TC +BC 17.0 30.0 G MT20 2.Ox 3.0 Ctr Ctr 0.47 creep factor of 1.5 which Total 47.0 Spacing 24.0" B MT20 4.Ox 6.0 Ctr -0.5 0.77 is used to calculate total Lumber Duration Factor 1.33 C MT20 2.Ox 3.0 Ctr Ctr 0.17 load deflection. Plate Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.61 TC Fb =1.15 Fc =1.10 Ft =1.10 I MT20 3.Ox 6.0 Ctr Ctr 0.45 BC Fb =1.10 Fc =1.10 Ft =1.10 D MT20 3.Ox 4.0 Ctr Ctr 0.22 * , I l {11111 /ttl 'I Total Load Reactions (Lbs) REVIEWED BY: ,� � .� S. /�- !. ` Jt Down Uplift Horiz- MiTek Industries, Inc. ■ ' ••" ... , A 278 37 U I 838 551 U 645 R Tampe Blvd. �```C\G E N 5 . .`j / i Tampa, F 33610 _% D 375 327 U 419 R .► -* No 53681 REFER TO ONLINE PLUS GENERAL :7(-* ' � .. * '" „ Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR „ I A 5.5" 1.5" ADDITIONAL SPECIFICATIONS. ,� / - I 3.5" 1. 5 r' "0 : zGt % ' 7 ' l D 3.5" 1.5" NOTES: ./3 STATE OF • � Trusses Manufactured by: Plus 6 Wind Load Case(s) Allstar :i T � . / Q.• :: Plus 1 UBC LL Load Case(s) Analysis Conforms To: I�cV ' 0 R 1 r? i \ _,` Plus 1 BC LL Load Plus 1 DL Load Case(s) Case(s) TPI 'J r' ,'1, ' 0 l- -, s` This truss has been designed ' � i iti11111 11% ` Membr CSI P Lbs Axl- CSI -Bnd for 20.0 psf LL on the S.C. Top Chords in areas where a rectangle H -G 0.53 288 C 0.02 0.51 3- 6- 0 tall by FL Cert. 6634 G -B 0.51 63 T 0.00 0.51 2- 0- 0 wide B -C 0.05 0 T 0.00 0.05 will fit between the H.C. Online Plus'" ® Copyright M7ela 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:16 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV E3 6 SP 380312 3.25 1- 4 -12 0 T3903119 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 3 -11 -2 co N 0 m r w o o a TCI� I 5 -6 -0 1 10 -2 -13 I 17 -2 -4 ' I 26 -11 -7 32 -5 -14 1 38 -3 -12 1 5x6% 5x6 C D 3 x 4 11 R 8 8 3 N 11 -7 -12 5I, SPL 11 -6 -0 4x6 O 3.25'- 5x6; 8 5x6= • A V4"%%44444\- E P J Q G F e° 3x4 11 3x4i� 3x6_ S1 4x8= S2 4x8- 3x6= Cant:3- 7- 0 3x6= 3x6_ rill A W:508 W:308 HGR R: 942 R:2138 R: 974 U: 515 U:1020 U: 345 BC' 3 -9 -12 1 10 -1 -1 I 17 -2 -4 I 26 -11 -8 1 32 -7 -10 1 38 -3 -12 38 -3 -12 B ALL PLATES ARE MT2020 Scale: 0.137" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 330.8 LBS Online Plus -- Version 27.0.006 G -F 0.62 563 T 0.08 0.54 in areas where a rectangle RUN DATE: 18- OCT -10 F -E 0.17 453 T 0.00 0.17 3- 6- 0 tall by Webs 2- 0- 0 wide CSI -Size- - - -- Lumber - - -- P -B 0.19 1036 C will fit between the B.C. TC 0.52 2x 4 SP - #2 B -J 0.09 199 C and any other member. BC 0.62 2x 4 SP - #2 J -L 0.05 213 T Design checked for 10 psf non - WB 0.68 2x 4 SP - #3 L -Q 0.14 403 C 1 Br concurrent LL on BC. PB - -- 2x 4 SP - #3 Q -R 0.20 479 T 1 Br Wind Loads - ANSI / ASCE 7 -05 Q -C 0.68 1124 C 1 Br Trues is designed as a Main Brace truss as follows: C -G 0.29 791 T 1 Br Wind -Force Resistance System. O.C. From To G -D 0.10 172 C 1 Br Wind Speed: 120 mph TC Cont. 0- 0- 0 38- 3 -12 G -N 0.09 347 T 1 Br Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 38- 3 -12 F -N 0.21 221 C Exposure Category: C One Continuous Lateral Brace F -O 0.20 678 T Occupancy Factor : 1.00 L -Q Q -R Q -C C -G E -O 0.25 924 C WindLd Building Type: Enclosed G -D G -N Zone location: Exterior Attach CLB with (2) -10d nails TL Defl -0.30" in 0 -G L/817 TC Dead Load : 5.0 psf at each web. LL Defl -0.15" in Q -G L/999 BC Dead Load : 5.0 psf LL Cant -0.11" in A -P L/398 User- defined wind - exposed BC psf -Ld Dead Live Shear // Grain in C -D 0.32 regions -- From -- -- -To - -- TC 7.0 30.0 0- 0- 0 3- 9 -12 BC 10.0 0.0 Plates for each ply each face. Max comp. force 1124 Lbs TC +BC 17.0 30.0 Plate - MT20 20 Ga, Gross Area Max tens. force 843 Lbs Total 47.0 Spacing 24.0" Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication Lumber Duration Factor 1.33 Jt Type Plt Size X Y JSI Tolerance = 20% Plate Duration Factor 1.33 A MT20 5.0x 6.0 1.7 0.3 0.46 This truss is designed for a TC Fb -1.15 Fc -1.10 Ft -1.10 B MT20 5.Ox 6.0 Ctr Ctr 0.46 creep factor of 1.5 which BC Fb -1.10 Fc =1.10 Ft -1.10 L MT20 5.0x 6.0 -0.3 0.5 0.45 is used to calculate total R MT20 3.Ox 4.0 Ctr Ctr 0.19 load deflection. Total Load Reactions (Lbs) C MT20 5.Ox 6.0 0.6 -3.6 0.55 Jt Down Uplift Horiz- D MT20 5.Ox 6.0- 1.0 -3.3 0.33 P 943 515 U 391 R N MT20 3.Ox 6.0 Ctr Ctr 0.35 Q 2139 1020 U 0 MT20 4.Ox 6.0 -0.1 0.1 0.39 E 975 345 U 543 R P MT20 3.Ox 4.0 Ctr Ctr 0.29 ,%9*tiII111 /I J MT20 3.Ox 6.0 Ctr Ctr 0.27 /i Jt Brg Size Required Si MT20 3.Ox 6.0 Ctr Ctr 0.39 � t 1 � N A.- S /!w � I ' P 5.5" 1.5" Q MT20 4.Ox 8.0 Ctr Ctr 0.35 "t". ,S/ ^N • • " 'V / ^ } e, , O 3.5" 2.3" S2 MT20 3.Ox 6.0 Ctr Ctr 0.39 \ v "• l GE N s ; ` 7 • 0 j , I � � E 3.5" 1.5" G MT20 4.Ox 8.0 Ctr Ctr 0.40 • � •• �" • F MT20 3.Ox 6.0 Ctr Ctr 0.32 ••• • •,/� •} -' > Plus 6 Wind Load Case(s) E MT20 3.Ox 4.0 Ctr Ctr 0.24 --,.,. �• No 53681 I Plus 1 UEC LL Load Case(s) •"' * • 4 • * „• Plus 1 BC LL Load Case(s) REVIEWED BY: ". - • Plus 1 DL Load Case i s) MiTek Industries, Inc. -'? " y • 6904 Parke East Blvd. •. • j -• • Membr CSI P Lbs Axl-CSI-Bnd Tampa, FL 33610 • / / /e ip f S / � • {C ` Top Chords . 1/ . ' A -8 0.47 843 T 0.13 0.34 REFER TO ONLINE PLUS GENERAL /�/ v OF • � [ / • B -L 0.38 140 C 0.00 0.38 NOTES AND SYMBOLS SHEET FOR 10 "• 1� • ` ' L -R 0.52 305 T 0.07 0.45 ADDITIONAL SPECIFICATIONS. j •,� � 4 ' C p �C1 `. • , ` R - C 0.48 244 T 0.03 0.45 � t * n " O 1 -t , .L+ • • ; ♦ C -D 0.49 443 T 0.00 0.49 NOTES: V • •• • t, D -N 0.45 531 C 0.05 0.40 Trusses Manufactured by: '' / I �� • . � , N -O 0.44 652 C 0.04 0.40 Allstar i ti. N R� , T �� Bottom Chords Analysis Conforms To: A -P 0.57 819 C 0.00 0.57 FBC2007 P -J 0.35 576 T 0.00 0.35 TPI 2002 J -S1 0.19 386 T 0.01 0.18 OH Loading FL Cert. 6634 S1 -Q 0.59 386 T 0.01 0.58 Soffit psf 2.0 Q - S2 0.58 394 T 0.00 0.58 This truss has been designed S2 -G 0.54 394 T 0.00 0.54 for 20.0 psf LL on the B.C. Online Plus'" C Copyright MiTek® 19962010 Version 27.0 006 Engineering - Portrait 10/18/2010 3:20:17 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV E4 1 SP 340712 8 0 0 T3903120 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 9 -10 HO 3 -11 -2 0 H TCI'1 5 - - 1 10 -8 -5 1 16 -0 -8 1 23 -3 -8 1 28 -9 -14 1 34 -7 -12 5x6 5x6; 8 C 3x6% 3x6, K L 8 11 -5 -15 5x61 SPL J 4x6 �� M 3x4% \ .1: 3x811 I 1 I A :e I D I S1 N E 3x911 3x6= 3x6 =3x6= 5x8- 3x6= n M SPL W:408 W:308 HGR R: 583 R:2122 R:1053 U: 302 U: 742 U: 473 BC 5 -4 -3 1 13 -6 -4 1 23 -3 -8 1 28 -11 -10 1 34 -7 -12 34 -7 -12 B ALL PLATES ARE MT2020 Scale: 0.148" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 299.0 LBS Online Plus -- Version 27.0.006 N -F 0.76 195 T 0.02 0.74 3- 6- 0 tall by RUN DATE: 18- OCT -10 F -E 0.58 623 T 0.09 0.49 2- 0- 0 wide E -D 0.16 452 T 0.00 0.16 will fit between the B.C. CSI -Size- - - -- Lumber - - -- Webs and any other member. TC 0.46 2x 4 SP - #2 I -J 0.11 431 T Design checked for 10 psf non- BC 0.76 2x 4 SP - #2 I -K 0.69 649 T concurrent LL on BC. WB 0.69 2x 4 SP - #3 K -N 0.20 613 C 1 Br Wind Loads - ANSI / ASCE 7 -05 SL 0.09 2x 4 SP - #3 N -B 0.68 1114 C 1 Br Truss is designed as a Main B -F 0.20 672 T 1 Br Wind -Force Resistance System. Brace truss as follows: F -C 0.06 112 C 1 Br Wind Speed: 120 mph 0.C. From To F -L 0.09 292 T 1 Br Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 34- 7 -12 E -L 0.25 254 C Exposure Category: C BC Cont. 0- 0- 0 34- 7 -12 E -M 0.22 750 T Occupancy Factor : 1.00 One Continuous Lateral Brace D -M 0.27 1004 C WindLd Building Type: Enclosed K -N N -B B -F F -C Sliders Zone location: Exterior F -L A - 0.09 562 C TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails BC Dead Load : 5.0 psf at each web. TL Defl -0.28" in N -F L/894 Max comp. force 1114 Lbs LL Defl -0.14" in N -F L/999 Max tens. force 750 Lbs psf -Ld Dead Live Shear // Grain in B -C 0.33 Connector Plate Fabrication TC 7.0 30.0 Tolerance = 20% BC 10.0 0.0 Plates for each ply each face. This truss is designed for a TC +BC 17.0 30.0 Plate - MT20 20 Ga, Gross Area creep factor of 1.5 which Total 47.0 Spacing 24.0" Plate - MT2H 20 Ga, Gross Area is used to calculate total Lumber Duration Factor 1.33 Jt Type Plt Size X Y JSI load deflection. Plate Duration Factor 1.33 A MT20 3.Ox 8.0 1.5 0.6 0.48 TC Fb =1.15 Fc =1.10 Ft =1.10 0 MT20 3.Ox 4.0 Ctr Ctr 0.23 BC Fb =1.10 Fc =1.10 Ft =1.10 J MT20 5.Ox 6.0 -0.3 0.5 0.37 K MT20 3.Ox 6.0- 0.7 -0.5 0.37 Total Load Reactions (Lbs) B MT20 5.Ox 6.0 0.6 -3.6 0.55 Jt Down Uplift Horiz- C MT20 5.Ox 6.0- 1.0 -3.3 0.33 A 584 303 U 418 R L MT20 3.Ox 6.0 Ctr Ctr 0.35 ill " „ f lI I�/ N 2123 742 U M MT20 4.Ox 6.0 -0.1 0.1 0.43 `�1 1 D 1054 474 U 542 R S1 MT20 3.Ox 6.0 Ctr Ctr 0.39 , '►�` � r` ��•�., .."^( :#,, ,..., V / �, Jt Brg Size Required N MT20 3.Ox 6.0 - 0.9 Ctr 0.48 G E N A 4.5" 1.5" F MT20 S.Ox 8.0 Ctr -0.5 0.45 ;, ' SAC' "•,"/ j N 3.5" 2.3" E MT20 3.0x 6.0 Ctr Ctr 0.35 �" © -'„ D 3.5" 1.5" D MT20 3.0x 4.0 Ctr Ctr 0.26 - -: No 53681 • Plus 6 Wind Load Case(s) REVIEWED BY: .. • I : * a Plus 1 UBC LL Load Case(s) MiTek Industries, Inc. ( ) / . Plus 1 BC LL Load Case(s) 6904 Parke East Blvd. . . „ �-C'' ! i + M - Plus 1 DL Load Case(s) Tampa, FL 33610 - +•c. G' : . STATE OF :�� Membr CSI P Lbs Axl- CSI -Bnd REFER TO ONLINE PLUS GENERAL Top Chords NOTES AND SYMBOLS SHEET FOR ' " P • A -O 0.16 169 C 0.00 0.16 ADDITIONAL SPECIFICATIONS. I � "•. 0 R \ '' " ∎• ` O - J 0.30 570 C 0.04 0.26 I S ••••••• ... C % J -K 0.39 613 T 0.08 0.31 NOTES: 1 0 0 K -B 0.36 345 T 0.00 0.36 B -C 0.46 573 T 0.00 0.46 Trusses Manufactured by: ' ,,11 fO N r' % % C -L 0.46 623 C 0.07 0.39 Analysis Conforms To: L -M 0.45 724 C 0.06 0.39 FBC2007 Bottom Chords TPI 2002 FL Cent. 6634 A -I 0.26 491 T 0.07 0.19 This truss has been designed I - S1 0.26 275 T 0.01 0.25 for 20.0 psf LL on the S.C. S1 -N 0.75 275 T 0.01 0.74 in areas where a rectangle Online Plus•" 0 Copyright MRek® 1996 -2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:20:17 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV E5 1 SP 210508 8 0 0 T3903121 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -9 -0 HO 9 -9 -5 rn 0 0 .a TC1 4 -5 -0 I 11 -7 -8 I 17 -2 -8 1 'r 121 -5 -8 4x6-_ 3x4= 5x4= B L C � z 2 8 � r. \N x3 II 3 x4 J 11 -6 -0 - w s . (i ,7 l' 5 -7 -OF p 2x311 II M 6x6= H Z 3x4 8 A ;, D 3x4 in 5 O 3x4 = 4x8 R w:508 W:208 8:1016 R.1083 U: 337 U. 603 BC 8 -10 -0 1 11 -9 -4 I 17 -2 -8 1 21 -5 -8 6 21 -5 -8 B ALL PLATES ARE MT2020 Scale: 0.176" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 245.3 LES Online Plus -- Version 27.0.006 A -M 0.16 163 T WindLd Design checked for 10 psf non- RUN DATE: 18- OCT -10 A -J 0.52 1747 C 1 Br concurrent LL on BC. J -F 0.13 442 T No wind exposure on right end. CSI -Size- - - -- Lumber - - -- F -B 0.71 1368 T Wind Loads - ANSI / ASCE 7 -05 TC 0.57 2x 4 SP - #2 H -B 0.77 750 C Truss is designed as a Main BC 0.53 2x 4 SP - #2 H -L 0.81 681 T Wind -Force Resistance System. WB 0.81 2x 4 SP - #3 E -L 0.51 866 C 1 Br Wind Speed: 120 mph E -C 0.26 814 T 1 Br Mean Roof Height: 19 -6 Brace truss as follows: C -D 0.56 926 C 1 Br Exposure Category: C O.C. From To D -N 0.04 108 T 1 Br Occupancy Factor : 1.00 TC Cont. 0- 0- 0 21- 5- 8 Buildin g Type: Cont. 0- 0- 0 21- 5- 8 TL Defl -0.57" in A -F L/440 t : Enclosed location: Zone location: Exterior One Continuous Lateral Brace LL Defl -0.27" in A -F L/922 TC Dead Load : 5.0 psf A -J E -L E -C C -D Hz Disp LL DL TL BC Dead Load : 5.0 psf D -N Jt D 0.12" 0.10" 0.22" Max comp. force 1747 Lbs Attach CLB with (2) -10d nails Shear // Grain in J -B 0.27 Max tens. force 1368 Lbs at each web. Connector Plate Fabrication Plates for each ply each face. Tolerance = 20% psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area This truss is designed for a TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area creep factor of 1.5 which BC 10.0 0.0 Jt Type Plt Size X Y JSI is used to calculate total TC +BC 17.0 30.0 M MT20 2.Ox 3.0 Ctr Ctr 0.41 load deflection. Total 47.0 Spacing 24.0" J MT20 3.Ox 4.0- 0.8 -0.6 0.90 Lumber Duration Factor 1.33 B MT20 4.Ox 6.0- 0.9 -3.9 0.95 Plate Duration Factor 1.33 L MT20 3.Ox 4.0 Ctr Ctr 0.50 TC Fb =1.15 Fc =1.10 Ft =1.10 C MT20 5.Ox 4.0 Ctr -0.4 0.67 BC Fb =1.10 Fc =1.10 Ft =1.10 N MT20 2.Ox 3.0 Ctr Ctr 0.42 A MT20 3.Ox 4.0 0.8 0.6 0.90 Total Load Reactions (Lbs) F MT20 6.Ox 6.0 Ctr -1.2 0.58 Jt Down Uplift Horiz- H MT20 3.Ox 4.0 Ctr Ctr 0.53 D 1084 603 U 383 R D MT20 3.Ox 4.0 Ctr Ctr 0.43 ,,,�> U iS jl(,/' Jt Brg Size Required REVIEWED BY: , � C) N S ■ ,' A 5.5" 1.5" MiTek Industries, Inc. ••• . ' � � E N 6. • D 2.5" 1.5" 6904 Parke East Blvd. ♦ �• ` •• Tampa, FL 33610 • - No 53681 ° :„ Plus 6 Wind Load Case(s) .,(J.k : ) *. • Plus 1 UBC LL Load Case(s) REFER TO ONLINE PLUS GENERAL I • Plus 1 BC LL Load Case(s) NOTES AND SYMBOLS SHEET FOR ) I Plus 1 DL Load Case(s) ADDITIONAL SPECIFICATIONS. - <„� �, Membr CSI P Lbs Axl- CSI -Bnd NOTES: % � • S T E ,O F . 1 Top Chords Trusses Manufactured by: 0 0 • . I✓ •: M -J 0.44 163 T 0.01 0.43 Allstar 0 j ' � • ••�L <-., P • r • � � , ♦ J -B 0.57 1673 C 0.15 0.42 Analysis Conforms To: ♦ l' ••• O R \ V. , B -L 0.30 720 C 0.00 0.30 FBC2007 I S • . •• " • % ■ C -N 0.09 303 67 T 0.00 0.09 This has been designed , ' �I j , �O N A 10° Bottom Chords for 20.0 psf LL on the B.C. A -F 0.53 1265 C 0.07 0.46 in areas where a rectangle F -H 0.31 879 T 0.07 0.24 3- 6- 0 tall by FL Cert. 6634 H -E 0.16 376 T 0.02 0.14 2- 0- 0 wide E -D 0.19 295 T 0.03 0.16 will fit between the B.C. Webs and any other member. �1 Online Plus.. TO Copyright MTek®1996-2010 Version 27.0 006 Engineering - Portrae 10/18/2010 3:20:18 PM Page 1 October 1 9,201 0 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV E6 4 SP 360512 3.25 1- 4 -12 0 T3903122 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 9 -9 -5 of N CV CV CV O ,-1 ri rt '+ N N 0 ut VI O O - 0 TC I`1 I 7 -10 -3 I 15 -5 -12 I I 24 -1 -12 1 N 1 32 -2 -12 1 n 1 n 3x6= 5x6; P 5x6Q 8 C D 3x6% pi 3x411 O Q 8r 11 -7 -12 3x411 III B B 11 -6 -0 N 5 -7 -OG 5x6, 5x6= 3.25 p SPLM 5x6 = J 2x3= 4x8 2x3_ �� " y Z 8 r E L I � I F 4x6- W:212 3 x411 W:508 5x8; W: R: 659 R:1998 R: 963 U: 458 U:1351 U: 441 H This member to be removed in field 5x8; ( Do not damage bottom chord.) BCJ 1 Y - - I 15 -5 -12 1 23 -10 -4 1 1 32 -2 -12 136 -5 -12 1 m 0 as 0 0 N q 36 -5 -12 L� ALL PLATES ARE MT2020 Scale: 0.119" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 350.7 LBS Online Plus -- Version 27.0.006 Webs 3- 6- 0 tall by RUN DATE: 18- OCT -10 L -M 0.07 278 T 2- 0 - 0 wide M -H 0.42 1333 C 1 Br will fit between the B.C. CSI -Size- - - -- Lumber - - -- H -N 0.19 544 C and any other member. TC 0.71 2x 4 SP - #2 H -B 0.40 858 C Design checked for 10 psf non - BC 0.78 2x 4 SP - #2 B -G 0.63 1266 T concurrent LL on BC. WB 0.78 2x 4 SP - #3 G -0 0.29 988 T No wind exposure on right end. PB - -- 2x 4 SP - #3 0 -J 0.78 1122 C Wind Loads - ANSI / ASCE 7 -05 J -C 0.07 153 T Truss is designed as a Main Brace truss as follows: J -P 0.38 480 T Wind -Force Resistance System. O.C. From To F -P 0.43 730 C 1 Br Wind Speed: 120 mph TC Cont. 0- 0- 0 36- 5 -12 F -D 0.75 712 T Mean Roof Height: 19 -6 BC Cont. 0 - 0 - 0 36- 5 -12 D -E 0.49 806 C 1 Br Exposure Category: C One Continuous Lateral Brace 8 -Q 0.04 108 T 1 Br Occupancy Factor : 1.00 M - F - D -E E -Q Building Type: Enclosed Attach CLB with (2) -10d nails TL Defl -0.54" in H -G L/460 zone location: Exterior at each web. LL Defl -0.23" in H -G L/999 TC Dead Load : 5.0 psf Hz Disp LL DL TL BC Dead Load : 5.0 psf psf-Ld Dead Live Jt E 0.09" 0.09" 0.18" User - defined wind - exposed BC TC 7.0 30.0 Shear // Grain in A -M 0.36 regions -- From -- -- -To - -- BC 10.0 0.0 0- 0- 0 15- 5 -12 TC +BC 17.0 30.0 Plates for each ply each face. Max comp. force 1333 Lbs Total 47.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area Max tens. force 1328 Lbs Lumber Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication Plate Duration Factor 1.33 Jt Type Plt Size X Y JSI Tolerance - 20% TC Fb.1.15 Fc -1.10 Ft -1.10 A MT20 5.Ox 6.0 1.7 0.3 0.46 This truss is designed for a BC Fb -1.10 Fc.1.10 Ft -1.10 M MT20 5.Ox 6.0 -0.1 0.5 0.40 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.20 is used to calculate total Total Load Reactions (Lbs) B MT20 5.Ox 6.0 Ctr Ctr 0.46 load deflection. Jt Down Uplift Horiz- 0 MT20 3.Ox 6.0 Ctr Ctr 0.59 A 659 458 U 591 R C MT20 5.Ox 6.0 1.0 -3.3 0.33 H 1998 1352 U P MT20 3.Ox 6.0 Ctr Ctr 0.28 E 964 441 U 370 R D MT20 5.Ox 6.0- 0.6 -3.6 0.68 Q MT20 3.Ox 4.0 Ctr Ctr 0.21 ��illiiiiii Jt Brg Size Required L MT20 3.Ox 4.0 Ctr Ctr 0.23 ,,%, /,, A 2.8" 1.5" H MT20 S.Ox 8.0 -1.1 3.6 0.86 % �1"' N S. A, f 1 � H 5.5" 2.2" G MT20 5.Ox 6.0 Ctr -1.7 0.48 " "• "• " " . • V/ E 2.5" 1.5" J MT20 4.Ox 8.0 Ctr Ctr 0.85 �%' G •• 1J ` E - �^^ Plus 6 Wind Load Case(s) E MT20 4.Ox 6.0 Ctr Ctr 0.21 Plus 1 UBC LL Load Case(s) "" ---:, Plus 1 BC LL Load Case(s) REVIEWED BY: ...../- ,� • No 53681 • * , Plus 1 DL Load Case(s) MiTek Industries, Inc. o 6904 Parke East Blvd. •. fp Membr CSI P Lbs Axl- CSI -Bnd Tampa, FL 33610 ,- 7 / Top Chords " " " 0 -{C A -M 0.64 795 C 0.00 0.64 REFER TO ONLINE PLUS GENERAL j y l' + • � STATE O` M -N 0.71 717 C 0.07 0.64 NOTES AND SYMBOLS SHEET FOR N -B 0.58 605 C 0.07 0.51 ADDITIONAL SPECIFICATIONS. .i 0 • ! •(,' • B -O 0.44 1301 C 0.04 0.40 � " '" ( `. N. • O -C 0.40 693 C 0.05 0.35 NOTES: ''�•• • "• 0 R �O• ('A � \`�•' •C -P 0.31 559 C 0.00 0.31 Trusses Manufactured by: V • " "• v t D P -D 0.26 -Q 0.09 267 • T 0.00 0.09 Analysis To: �1,,5 r� N A` � Bottom Chords FBC2007 A -L 0.36 976 C 0.12 0.24 TPI 2002 L -H 0.78 976 C 0.12 0.66 OH Loading H -G 0.42 196 C 0.00 0.42 Soffit psf 2.0 F L Cert. 6634 G -J 0.55 1300 T 0.20 0.35 This truss has been designed J - 0.16 324 T 0.02 0.14 for 20.0 psf LL on the B.C. F -E 0.17 302 T 0.02 0.15 in areas where a rectangle Online Plus'. ® Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:19 PM Page 1 October 19,2010 Job Mark Quan Type Span Pi -H1 Left OH Right OH Engineering 072610A -REV E7 7 SP 360408 3.25 1- 4 -12 0 T3903123 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 9 -10 -2 r'1 N r1 co N 0 rl 1-1 O r1 N n O V V' 0 0 r1 O 0 TC 1' 7 -10 -3 1 15 -5 -12 1 r4 1 24 -1 -12 I N I 32 -2 -12 1 n 1 rn 3x6= 5x6; P 5x6J 8 C D 3x6- 3x411 � 4 8 11 -7 -12 3x4115x6; 11 -6 -0 H B 5x6y ��G 5 -7 -OG 5x6= 3.25i, SPLM 5x6- J A 2x3 4x8� 2x3_ / " 8 E L P 4x6= 1�1 1 W:212 3 x411 W:508 5x8---..- HGR R: 660 R:1991 I R: 956 U: 458 U:1348 U: 440 H This member to be removed in field 5x8; ( Do not damage bottom chord.) BC 1 1 -8 -7 1 .1.5-5-12 1 23 -10 -4 1 1 32 -2 -12 1 36 -4 -8 co 0 O ON 0 0 N 36 - 4 - 8 C- ALL PLATES ARE MT2020 Scale: 0.119" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 350.4 LBS Online Plus -- Version 27.0.006 Webs 3- 6- 0 tall by RUN DATE: 18- OCT -10 L -M 0.07 278 T 2- 0- 0 wide M -H 0.42 1333 C 1 Br will fit between the B.C. CSI -Size- - - -- Lumber - - -- H -N 0.19 542 C and any other member. TC 0.71 2x 4 SP -$2 H -B 0.40 853 C BC 0.78 2x 4 SP -112 B -G 0.63 1255 T Design checked for 10 psf non - concurrent LL on BC. WB 0.78 2x 4 SP -$3 G -O 0.29 981 T No wind exposure on right end. PB - -- 2x 4 SP -43 0 -J 0.78 1117 C Wind Loads - ANSI / ASCE 7 -05 J -C 0.07 151 T Truss is designed as a Main Brace truss as follows: J -P 0.38 482 T Wind -Force Resistance System. O.C. From To F -P 0.43 733 C 1 Br Wind Speed: 160 mph TC Cont. 0- 0- 0 36- 4- 8 F -D 0.76 716 T Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 36- 4- 8 D -E 0.48 803 C 1 Br Exposure Category: 0 One Continuous Lateral Brace E -Q 0.04 104 T 1 Br Occupancy Factor 1.00 M -H F -P D -E E -Q Building Type: Enclosed Attach CLB with (2) -10d nails TL Defl -0.54" in H -G L/457 zone location: Exterior at each web. LL Defl -0.23" in H -G L/999 TC Dead Load : 5.0 psf Hz Disp LL DL TL BC Dead Load : 5.0 psf psf -Ld Dead Live Jt E 0.09" 0.09" 0.18" User- defined wind - exposed BC TC 7.0 30.0 Shear // Grain in A -M 0.36 regions -- From -- -- -To - -- BC 10.0 0.0 0- 0- 0 15- 5 -12 TC +BC 17.0 30.0 Plates for each ply each face. Max comp. force 1333 Lbs Total 47.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area Max tens. force 1329 Lbs Lumber Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication Plate Duration Factor 1.33 Jt Type Plt Size X Y JSI Tolerance - 20% TC Fb -1.15 Fc -1.10 Ft-1.10 A MT20 5.0x 6.0 1.7 0.3 0.46 This truss is designed for a BC Fb -1.10 Fc -1.10 Ft-1.10 M MT20 5.0x 6.0 -0.1 0.5 0.40 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.20 is used to calculate total Total Load Reactions (Lbs) B MT20 5.Ox 6.0 Ctr Ctr 0.46 load deflection. Jt Down Uplift Horiz- 0 MT20 3.Ox 6.0 Ctr Ctr 0.59 A 661 458 U 596 R C MT20 5.Ox 6.0 1.0 -3.3 0.33 H 1991 1349 U P MT20 3.Ox 6.0 Ctr Ctr 0.28 E 957 441 U 372 R D MT20 5.Ox 6.0- 0.6 -3.6 0.68 Q MT20 3.0x 4.0 Ctr Ctr 0.21 �ii1111liiii, Jt Brg Size Required L MT20 3.Ox 4.0 Ctr Ctr 0.23 �� /it A 2.8" 1.5" H MT20 5.Ox 8.0 -1.1 3.6 0.86 1 S / / / ' , H 5.5" 2.2" G MT20 5.Ox 6.0 Ctr -1.7 0.48 .,. " No M y E 3.5" 1.5" J MT20 4.Ox 8.0 Ctr Ctr 0.85 ` . \ (Ij � \C E • A ^ I S •• i 1 0 I F MT20 5.0x 8.0 1.1 3.6 0.58 , • C.` Plus 6 Wind Load Case(s) E MT20 4.Ox 6.0 Ctr Ctr 0.21 6 • -.. -.. Plus 1 UBC LL Load Case(s) "" 4 . ":• No 53681 •" Plus 1 BC LL Load Case(s) REVIEWED BY: / +' ♦ Plus 1 DL Load Case(s) MiTek Industries, Inc. •"� * ' .,tl • • * ,r 6904 Parke East Blvd. - I ) .* %' • - Membr CSI P Lbs Axl- CSI -Bnd Tampa, FL 33610 •" ^, Top Chords "" '""0 . 3. A -M 0.64 799 C 0.00 0.64 REFER TO ONLINE PLUS GENERAL ✓ � M -N 0.71 719 C 0.07 0.64 NOTES AND SYMBOLS SHEET FOR "` • STATE E F //� • N -B 0.58 607 C 0.07 0.51 ADDITIONAL SPECIFICATIONS. • �Y• ty • • 4 C/ • B -0 0.44 1291 C 0.03 0.41 j �• � / f� O -C 0.40 686 C 0.05 0.35 NOTES: ,j� •• • O R 1 O• �\ .• C -P 0.31 553 C 0.00 0.31 Trusses Manufactured by: , S • •••••• P -D 0.26 257 C 0.00 0.26 Allstar 'i / � • Q � ` i � D -Q 0.08 64 T 0.00 0.08 Analysis Conforms To: / / O •' 11 i '1 , Bottom Chords FBC2007 A -L 0.36 979 C 0.12 0.24 TPI 2002 L -H 0.78 979 C 0.12 0.66 OH Loading H -G 0.42 193 C 0.00 0.42 Soffit psf 2.0 FL Cert. 6634 G -J 0.55 1290 T 0.20 0.35 This truss has been designed J - 0.17 316 T 0.02 0.15 for 20.0 psf LL on the B.C. F -E 0.16 305 T 0.02 0.14 in areas where a rectangle Online Plus ® Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:19 PM Page 1 October 19,201 0 Job Mark Quan Type Span Pi -Hl Left OH Right OH Engineering 072610A -REV E8 1 *2P FLAT 130308 20000 0 0 T3903124 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 2 -0 -0 HO 2 -0 -0 TCI 4 -7 -13 1 8 -9 -7 I 13 -3 -8 4x10_ 3x4= 2x311 4x10= A G H B A A te, ass 2 -0 -0 D C 3x411 O F " Ems... 0 3x411 8x10= 8x10- 7 W:600 W:1000 R:5772 R:5772 U:2780 U:2780 BC 4 -4-5 I 8 - 9 - 7 I 13 -3 -8 13 -3 -8 B ALL PLATES ARE MT2020 Scale: 0.413" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 95.9 LBS Online Plus -- Version 27.0.006 E -C 0.51 69 T 0.00 0.51 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. * * * * * * * * * * * * * ** D -A 0.30 4067 C WindLd Truss * A -F 0.95 10972 T Design checked for 10 psf non - * 2-Ply concurrent LL on BC. * * * * * * * * * * * * * ** F -G 0.03 282 C Provide drainage to prevent G -E 0.01 110 C water ponding. CSI -Size- - - -- Lumber - - -- E -H 0.03 298 C This truss must be installed TC 0.47 2x 4 SP - #2 E -B 0.94 10861 T as shown. It cannot be BC 0.86 2x 6 SP - #1D C -B 0.30 4036 C WindLd installed upside -down. WB 0.95 2x 4 SP - #2 Wind Loads - ANSI / ASCE 7 -05 -- 0.30 2x 4 SP - #3 TL Defl -0.34" in F -E L/422 Truss is designed as a Main D -A F -G G -E 8 -H LL Defl -0.19" in F -E L/763 Wind -Force Resistance System. C -B Shear // Grain in D -F 0.73 Wind Speed: 120 mph Mean Roof Height: 19 -6 Brace truss as follows: Plates for each ply each face. Exposure Category: C O.C. From To Plate - MT20 20 Ga, Gross Area Occupancy Factor : 1.00 TC Cont. 0- 0- 0 13- 3- 8 Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed BC Cont. 0- 0- 0 13- 3- 8 Jt Type Plt Size X Y JSI Zone location: Exterior A MT20 4.0x10.0 2.0 -0.1 0.95 TC Dead Load : 5.0 psf psf -Ld Dead Live G MT20 3.Ox 4.0 Ctr Ctr 0.17 BC Dead Load : 5.0 psf TC 7.0 30.0 H MT20 2.Ox 3.0 Ctr Ctr 0.17 Max comp. force 10257 Lbs BC 10.0 0.0 B MT20 4.0x10.0- 2.0 -0.1 0.95 Max tens. force 10972 Lbs TC +BC 17.0 30.0 D MT20 3.Ox 4.0 Ctr Ctr 0.61 Connector Plate Fabrication Total 47.0 Spacing 24.0" F MT20 8.0x10.0- 1.5 -0.7 0.95 Tolerance = 20% Lumber Duration Factor 1.33 E MT20 8.0x10.0 2.0 -0.6 0.99 This truss is designed for a Plate Duration Factor 1.33 C MT20 3.Ox 4.0 Ctr Ctr 0.61 creep factor of 1.5 which TC Fb =1.00 Fc =1.00 Ft =1.00 is used to calculate total BC Fb =1.00 Fc =1.00 Ft =1.00 REVIEWED BY: load deflection. MiTek Industries, Inc. Total Load Reactions (Lbs) 6904 Parke East Blvd. Jt Down Uplift Horiz- Tampa, FL 33610 D 5772 2781 U 92 R C 5772 2781 U 92 R REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR 0 01iiliifil i i Jt Brg Size Required ADDITIONAL SPECIFICATIONS. ,` G AA >> fGL • E •S N q� �� D 6.0" 2.9" ,> ``r C M,9 I� C 10.0" 2.9" NOTES: Trusses Manufactured by: ■ `'� •\..%•„•• � •\,.' ` LC# 1 Standard Loading Allstar ■ '•7 . Dur Fctrs - Lbr 1.33 Plt 1.33 Analysis Conforms To: -- N No 53681 : 1 plf - Dead Live* From To FBC2007 /* : • * p TC V 14 60 -0.1' 13.2' TPI 2002 - I , BC V 20 0 -0.1' 13.2' 2 COMPLETE TRUSSES REQUIRED. / - BC V ■ 281 495 -0.1' 13.2' Fasten together in staggered ;" J 0 • ,` .' ^ .,X .`, pattern. (1/2" bolts -OR- • , • •1 3 • STATE OF 1 4 Plus 6 Wind Load Case(s) SDS3 screws -OR- 10d nails .0 0 • •j(/ Plus 1 UBC LL Load Cases) as each layer is applied.) . • - i ` ::• Plus 1 DL Load Case(s) - - -- Spacing (In) ".• •,• 0 R Rows Nails Screws Bolts ••••••' Membr CSI Lbs Axl- CSI -Bnd TC 1 12 24 2 10 19 0 ��, U "it/ I 0NA, Top , A -G 0.46 10257 C 0.25 0.21 WB 1 8 8 G -H 0.47 10154 C 0.24 0.23 This truss has been designed H -B 0.47 10154 C 0.24 0.23 for 20.0 psf LL on the B.C. Bottom Chords in areas where a rectangle FL Cert. 6634 D -F 0.48 69 T 0.00 0.48 3- 6- 0 tall by F -E 0.86 10257 T 0.49 0.37 2- 0- 0 wide Online PWs © CopyreM M7ek ®1996 -2010 Verson 27.0.006 Engineering - Portrait 10/18/2010 3:20:20 PM Page i October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV E9 1 MONO 130212 8 0 0 T3903125 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 9 -10 HO 9 -7 -7 0 TCI ' l 6 -7 -6 1 13 -2 -12 2x31[ B 8 4 x 41 SPL E 9 -7 -7 11. i 1 V 3x _' 3x4= D n 2x3 11 1111 W:408 HGR R: 621 R: 621 U: 77 U: 502 BC b -b -10 1 13 -2 -12 13 -2 -12 E. ALL PLATES ARE MT2020 Scale: 0.218" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 98.5 LBS Online Plus -- Version 27.0.006 A -D 0.30 495 T 0.03 0.27 concurrent LL on BC. RUN DATE: 18- OCT -10 D -C 0.30 495 T 0.03 0.27 No wind exposure on right end. Webs Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- D -E 0.07 295 T Truss is designed as a Main TC 0.57 2x 4 SP - #2 E -C 0.71 611 C Wind -Force Resistance System. BC 0.30 2x 4 SP - #2 C -B 0.08 222 T 1 Br Wind Speed: 120 mph WB 0.71 2x 4 SP - #3 Sliders Mean Roof Height: 19 -6 SL 0.08 2x 4 SP - #3 A -F 0.08 547 C Exposure Category: C Occupancy Factor : 1.00 Brace truss as follows: TL Defl -0.11" in D -C L/999 Building Type: Enclosed O.C. From To LL Defl -0.06" in D -C L/999 Zone location: Exterior TC Cont. 0- 0- 0 13- 2 -12 Shear // Grain in E -B 0.29 TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 13- 2 -12 BC Dead Load : 5.0 psf One Continuous Lateral Brace Plates for each ply each face. Max comp. force 611 Lbs C -B Plate - MT20 20 Ga, Gross Area Max tens. force 535 Lbs Attach CLB with (2) -10d nails Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication at each web. Jt Type Plt Size X Y JSI Tolerance = 20% A MT20 3.Ox 6.0 1.5 0.5 0.76 This truss is designed for a psf -Ld Dead Live F MT20 3.Ox 4.0 Ctr Ctr 0.22 creep factor of 1.5 which TC 7.0 30.0 E MT20 4.Ox 4.0 -0.6 0.9 0.69 is used to calculate total BC 10.0 0.0 B MT20 2.Ox 3.0 Ctr Ctr 0.20 load deflection. TC +BC 17.0 30.0 D MT20 2.Ox 3.0 Ctr Ctr 0.36 Total 47.0 Spacing 24.0" C MT20 3.Ox 4.0 Ctr Ctr 0.37 Lumber Duration Factor 1.33 Plate Duration Factor 1.33 REVIEWED BY: TC Fb =1.15 Fc =1.10 Ft =1.10 MiTek Industries, Inc. `,,�tit1i1,,,, BC Fb =1.10 Fc =1.10 Ft =1.10 6904 Parke East Blvd. 01 Ill Tampa, FL 33610 •%% P.E ` � Total Load Reactions (Lbs) %% &` ;.• \ C � E • N 7 V #. ti Jt Down Uplift Horiz- REFER TO ONLINE PLUS GENERAL _t • " � S `• • , y � � A 622 77 • U 563 R NOTES AND SYMBOLS SHEET FOR C 622 503 U 342 R ADDITIONAL SPECIFICATIONS. ...„, No 53681 •• r Jt Brg Size Required NOTES: . r t ;•�_ ■ j �` A 4.5" 1.5" Trusses Manufactured by: w - : i �; C 3.5" 1.5" Allstar _� .. r % 'p ,..Jr ATE F Analysis Conforms To: • • le 0 Plus 5 Wind Load Case(s) FBC2007 i T 1 P.• Plus 1 UBC LL Load Case (s) TPI 2002 � 0' � • 4 O R 1 �,• r \ • Plus 1 DL Load Case(s) This truss has been designed I� S�•• "•••••• \ \ � % Membr CSI P Lbs Axl- CSI -Bnd in where L a rectangle � N Al �,►•` Top Chords 3- 6- 0 tall by A -F 0.14 243 C 0.00 0.14 2- 0- 0 wide F -E 0.57 571 C 0.00 0.57 will fit between the B.C. FL Cert. 6634 E -B 0.57 142 C 0.00 0.57 and any other member. Bottom Chords Design checked for 10 psf non - Online Plus'" C Copyright MiTek®1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:2020 PM Page 1 October 19,2010 Job Mark Quan Type Span Pi -Hl Left OH Right OH Engineering 072610A -REV E10 6 SP 161012 3.25 1- 4 -12 0 T3903126 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 9 -7 -8 N H V O TCI I 5 -6 -0 l 11 -3 -4 I 16 -10 -12 2x3 11 C 8V 3x4% G 9 -9 -4 9 -7 -8 3.25 9x4 B 3x = D H E �' 3x4= 2x3. 4x4=- Cant:3- 7- 0 n SPL J W:508 HGR R:1144 R: 552 U: 494 U: 447 BCI 3 -9 -11 1 1U -11 -12 1 16 -10 -12 B 16 -10 -12 B ALL PLATES ARE MT2020 Scale: 0.197" = 1' MiTek" Online Plus' APPROX. TRUSS WEIGHT: 127.9 LBS Online Plus -- Version 27.0.006 H -B 0.25 1366 C Wind Loads - ANSI / ASCE 7 -05 RUN DATE: 18- OCT -10 B -E 0.13 214 C Truss is designed as a Main E -G 0.07 265 T Wind -Force Resistance System. CSI -Size- - - -- Lumber - - -- G -D 0.49 463 C Wind Speed: 120 mph TC 0.47 2x 4 SP - #2 D -C 0.07 193 T 1 Br Mean Roof Height: 19 -6 BC 0.57 2x 4 SP - #2 Exposure Category: C WB 0.49 2x 4 SP - #3 TL Defl -0.09" in H -E L/999 Occupancy Factor : 1.00 LL Defl -0.05" in H - L/999 Building Type: Enclosed Brace truss as follows: LL Cant -0.11" in A -H L/392 Zone location: Exterior 0.C. From To Shear // Grain in A -B 0.25 TC Dead Load : 5.0 psf TC Cont. 0- 0- 0 16 -10 -12 BC Dead Load : 5.0 psf BC Cont. 0- 0- 0 16 -10 -12 Plates for each ply each face. User - defined wind - exposed BC One Continuous Lateral Brace Plate - MT20 20 Ga, Gross Area regions -- From -- -- -To - -- D -C Plate - MT2H 20 Ga, Gross Area 0- 0- 0 3- 9 -12 Attach CLB with (2) -10d nails Jt Type Plt Size X Y JSI Max comp. force 1366 Lbs at each web. A MT20 3.Ox 4.0 0.7 0.2 0.68 Max tens. force 852 Lbs B MT20 4.Ox 4.0 Ctr Ctr 0.75 Connector Plate Fabrication psf -Ld Dead Live G MT20 3.Ox 4.0 Ctr Ctr 0.50 Tolerance = 20% TC 7.0 30.0 C MT20 2.Ox 3.0 Ctr Ctr 0.41 This truss is designed for a BC 10.0 0.0 H MT20 2.Ox 3.0 Ctr Ctr 0.75 creep factor of 1.5 which TC +BC 17.0 30.0 E MT20 4.Ox 4.0 Ctr -1.0 0.79 is used to calculate total Total 47.0 Spacing 24.0" D MT20 3.Ox 4.0 Ctr Ctr 0.41 load deflection. Lumber Duration Factor 1.33 Plate Duration Factor 1.33 REVIEWED BY: TC Fb =1.15 Fc =1.10 Ft =1.10 MiTek Industries, Inc. BC Fb =1.10 Fc =1.10 Ft =1.10 6904 Parke East Blvd. Tampa, FL 33610 Total REFER TO ONLINE PLUS GENERAL ,�‘ � ` ' S ''l 1 $ H 1145 494 U 578 R NOTES AND SYMBOLS SHEET FOR , � � \r AA �,,., A1 v/� e I I D 552 447 U 352 R ADDITIONAL SPECIFICATIONS. ,``� \G... \ o E N • G > , Jt Brg Size Required NOTES: . ' :) • H 5.5" 1.5" Trusses Manufactured by: , • , -- . , NO 53681 ,, D 3.5" 1.5" Allstar .1.,.., * : ) .. * e ; Analysis Conforms To: J - / : Plus 5 Wind Load Case(s) FBC2007 • / ' • Plus 1 UBC LL Load Case(s) TPI 2002 • J ' Plus 1 DL Load Case(s) OH Loading p � STATE ,O F : � ' � Soffit psf 2.0 i G �ll/ Membr CSI P Lbs Axl- CSI -Bnd This truss has been designed %'� Q • • ` �� Top C for 20.0 psf LL on the B.C. I . , \ • � A -B 0.47 852 T 0.13 0.34 in areas where a rectangle I I I S S / •��•�\ � > ■ B -G 0.39 399 C 0.00 0.39 3- 6- 0 tall by I�,�� 1�� G -C 0.39 123 C 0.00 0.39 2- 0- 0 wide Bottom Chords will fit between the B.C. A -H 0.57 828 C 0.00 0.57 and any other member. G G H -E 0.37 454 T 0.03 0.34 Design checked for 10 psf non- FL Cert. 6634 E -D 0.28 332 T 0.02 0.26 concurrent LL on BC. . Webs No wind exposure on right end. n OnNne Plus.. a Copyright WOAD 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:21 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV G1 1 SCIS 140908 8 0 0 T3903127 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -2 -5 HO 1 -2 -5 m 0 0 TC110412 1 3 -4 -12 l 5 -6 -8 17 -4 -12 1 9 -3 -0 111 -4 -12 113 -4 -12 1 74 4x4 = B Refer to general detail 3 series 8 y 3x04 l 3P4 8 for web wind bracing and plating. 2x311 �� D �� 2 Q 3 11 3x4.2' N 6x6 1l 3x4;,... 6 -1 -8 3x4 %2M311 ii 2x311 2x3 11 J I i 2R3113x4� 4 -8 -0D / 3x4 3x4 E � p e F � K g ( +) rare , 2x3 II 2x3 11 g� 0.) !,L 8 A c' G 2x311 3x4%,, 3x4�, 2x3 11 1 W:308 W:308 R: 695 R: 695 U: 606 U: 607 BC 11 -3 -01 3 -4 -12 l 5 -4 -12 1 7 -4 -12 l 9 -4 -12 111 -4 -12 1 13 -6 -8 1 m al 0 a Q 14 -9 -8 ALL PLATES ARE MT2020 Scale: 0.248" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 107.8 LBS Online Plus -- Version 27.0.006 K -N 0.01 86 C 2- 0- 0 wide RUN DATE: 18- OCT -10 J -0 0.04 271 C will fit between the B.C. O -D 0.29 991 T and any other member. CSI -Size- - - -- Lumber - - -- D -B 0.79 2647 T TC 0.72 2x 4 SP - #2 ( +) D -P 0.29 991 T Design checked for 10 psf non- concurrent LL on BC. BC 0.97 2x 4 SP - #2 I -P 0.04 271 C Wind Loads - ANSI / ASCE 7 -05 WB 0.79 2x 4 SP - #3 H -Q 0.01 68 C Truss is designed as a Main G -R 0.10 680 C Wind -Force Resistance System. Brace truss as follows: G -F 0.44 1481 T Wind Speed: 120 mph O.C. From To C -F 0.17 1007 C WindLd Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 14- 9- 8 Exposure Category: C BC Cont. 0- 0- 0 14- 9- 8 TL Defl -0.86" in D -I L /198 Occupancy Factor : 1.00 LL Defl -0.47" in D -I L/366 Building Type: ype: Enclosed pef -Ld Dead Live Hz Disp LL DL TL Zone location: Exterior TC 7.0 30.0 Jt C 0.65" 0.55" 1.20" TC Dead Load : 5.0 psf BC 10.0 0.0 Shear // Grain in 8 -M 0.38 TC +BC 17.0 30.0 BC Dead Load 5.0 psf User - defined wind - exposed BC Total 47.0 Spacing 24.0" Plates for each ply each face. regions -- From -- -- -TO - -- Lumber Duration Factor 1.33 Plate - MT20 20 Ga, Gross Area 0- 0- 0 14- 9- 8 Plate Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Max comp. force 2797 Lbs TC Fb =1.15 Fc =1.10 Ft =1.10 Jt Type Plt Size X Y JSI Max tens. force 2647 Lbs BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 4.0 Ctr Ctr 0.85 Connector Plate Fabrication M MT20 2.Ox 3.0 Ctr Ctr 0.37 Tolerance = 20% Total Load Reactions (Lbs) N MT20 2.Ox 3.0 Ctr Ctr 0.17 This truss is designed for a Jt Down Uplift Boris- 0 MT20 3.Ox 4.0 Ctr Ctr 0.54 creep factor of 1.5 which A 695 607 U 246 R B MT20 4.0x 4.0 Ctr -0.5 0.98 is used to calculate total C 696 607 U 246 8 P MT20 3.Ox 4.0 Ctr Ctr 0.54 load deflection. Q MT20 2.Ox 3.0 Ctr Ctr 0.17 Jt Brg Size Required 8 MT20 2.Ox 3.0 Ctr Ctr 0.37 A 3.5" 1.5" F MT20 3.0x 4.0 Ctr Ctr 0.85 C 3.5" 1.5" A MT20 2.Ox 3.0 Ctr Ctr 0.66 L MT20 3.Ox 4.0 Ctr Ctr 0.85 Plus 6 Plus 1 UBC Load a Case(s) J MT20 2.Ox 3.0 Ctr Ctr 0.17 ,1% 1r�1111lifiijl Plus 1 DL Load Case(s) D MT20 6.Ox 6.0 Ctr -1.2 0.91 ,�,�+, P 1/4 : -. . A J' M� , 'e , I MT20 2.Ox 3.0 Ctr Ctr 0.17 T` Ar - 7 (� Membr CSI P Lbs Axl- CSI -Bnd H MT20 2.Ox 3.0 Ctr Ctr 0.17 � \ O• . G � E ry s "•. '/ , • j Top Chords G MT20 3.0x 4.0 Ctr Ctr 0.85 E -M 0.71 1555 C 0.01 0.70 C MT20 2.Ox 3.0 Ctr Ctr 0.66 ,- • • 0 M -N 0.72 1866 C 0.02 0.70 •' No 53681 , N -0 0.60 1822 C 0.01 0.59 REVIEWED BY: "`' * . I . * - • 0 -B 0.63 2796 C 0.04 0.59 MiTek Industries, Inc. .. a B -P 0.63 2797 C 0.04 0.59 6904 Parke East Blvd. ," }� f ■ P -Q 0.60 1823 C 0.01 0.59 Tampa, FL 33610 - 0 . . SC-Gj ''''\\..„,__. :.- X Q -R 0.72 1867 C 0.02 0.70 �'(J 8 -F 0.71 1556 C 0.01 0.70 REFER TO ONLINE PLUS GENERAL +�' r • STATE OF • [' 10 Bottom Chords NOTES AND SYMBOLS SHEET FOR , G � . v ; A -L 0.74 302 T 0.02 0.72 ADDITIONAL SPECIFICATIONS. I �,(•� • C • O R 1 ... ` • • ' • L -K 0.97 1606 T 0.25 0.72 I I I \` • R . G \ � ■' K -J 0.86 1666 T 0.26 0.60 NOTES: I S S • • D -I 0.88 1839 T 0.28 0.60 TrussesaManufactured by: e iti /Q NA- +1t' I -H 0.86 1667 T 0.26 0.60 Analysis Conforms To: H -G 0.97 1606 T 0.25 0.72 FBC2007 G -C 0.74 335 T 0.02 0.72 TPI 2002 Webs This truss has been designed FL Cert. 6634 A -E 0.17 1006 C WindLd for 20.0 psf LL on the B.C. E -L 0.44 1481 T in areas where a rectangle L -M 0.10 680 C 3- 6- 0 tall by Online Plus'. 0 Copyright MTelt® 19962010 Version 27.0.006 Engineering - Portrait 10/18/20103: 20 : 21 PM Page 1 October 19,2010 Job Mark Quell Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV G2 2 SCIS 140908 8 1- 4 -12 1- 4 -12 T3903128 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -6 -8 HO 1 -6 -8 TC 11-4-121 3 -9 -4 I 7 -4 -12 1 11 -0 -4 I 14 -9 -8 11 -4 -121 4x4= B 8 F ' �� Sx4�� G D H 66= 6 -5 -11 4 -8 -OD 2x3 1 1 2x311 E Z8 0 C 3x4-> 3x4..; 7 7 W:412 W:412 R: 804 R: 804 U: 662 U: 662 BC' 7 -4 -12 1 14 -9 -8 1 14 -9 -8 B ALL PLATES ARE MT2020 Scale: 0.292" =1' MiTek" Online Plus' APPROX. TRUSS WEIGHT: 116.5 LBS Online Plus -- Version 27.0.006 D -H 0.17 589 T Truss is designed as a Main RUN DATE: 18- OCT -10 H -C 0.89 1792 C Wind -Force Resistance System. C -F 0.05 244 C WindLd Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- Mean Roof Height: 19 -6 TC 0.25 2x 4 SP - #2 TL Defl -0.32" in A -D L/526 Exposure Category: C BC 0.41 2x 4 SP - #2 LL Defl -0.14" in A -D L/999 Occupancy Factor : 1.00 WB 0.89 2x 4 SP - #3 Hz Disp LL DL TL Building Type: Enclosed Jt C 0.22" 0.19" 0.41" Zone location: Exterior Brace truss as follows: Shear // Grain in D -C 0.16 TC Dead Load : 5.0 psf 0.C. From To BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 14- 9- 8 Plates for each ply each face. User - defined wind - exposed BC BC Cont. 0- 0- 0 14- 9- 8 Plate - MT20 20 Ga, Gross Area regions -- From -- -- -To - -- Plate - MT2H 20 Ga, Gross Area 0- 0- 0 14- 9- 8 psf -Ld Dead Live Jt Type Plt Size X Y JSI Max comp. force 2156 Lbs TC 7.0 30.0 E MT20 2.Ox 3.0 Ctr Ctr 0.20 Max tens. force 2120 Lbs BC 10.0 0.0 G MT20 5.Ox 4.0- 1.5 -1.3 0.82 Connector Plate Fabrication TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr -0.5 0.78 Tolerance = 20% Total 47.0 Spacing 24.0" H MT20 5.Ox 4.0 1.5 -1.3 0.79 This truss is designed for a Lumber Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.20 creep factor of 1.5 which Plate Duration Factor 1.33 A MT20 3.Ox 4.0 0.8 0.6 0.88 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 D MT20 6.Ox 6.0 Ctr -1.2 0.84 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 C MT20 3.Ox 4.0 -0.8 0.6 0.88 Total Load Reactions (Lbs) REVIEWED BY: Jt Down Uplift Horiz- MiTek Industries, Inc. A 804 662 U 262 R 6904 Parke East Blvd. C 804 662 U 262 R Tampa, FL 33610 1111111/),I ,� ,, Jt Brg Size Required REFER TO ONLINE PLUS GENERAL 0 - nn { ,.- S. .,, �r. A 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR ,■7* •,,,, • 'Vf !,, C 4.8" 1.5" ADDITIONAL SPECIFICATIONS. N 's N G • ,• ,C E N s , •. T�l � , i ` Plus 6 Wind Load Case(s) NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: � -- 7k - % NO 53681 - • ",. Plus 1 DL Load Case(s) Allstar `•` : : Analysis Conforms To: -) - /; ■ ■ Membr CSI P Lbs Axl- CSI -Bnd FBC2007 Top Chords TPI 2002 _ ' + ' STATE � O F .' • 1 E -G 0.15 117 T 0.00 0.15 OH Loading • G -B 0.25 2156 C 0.13 0.12 Soffit psf 2.0 .• Q1 • <C/ B -H 0.25 2156 C 0.13 0.12 This truss has been designed i � ' � . - 4 O R;,�P'••�.,� H -F 0.15 117 T 0.00 0.15 for 20.0 psf LL on the B.C. • ..... , •• • Bottom Chords in areas where a rectangle �I S IS� •1•• • G , \" • A -D 0.41 1476 T 0.23 0.18 3- 6- 0 tall by /�, 1 1 ��'; � D -C 0.41 1476 T 0.23 0.18 2- 0- 0 wide Webs will fit between the B.C. A -E 0.06 244 C WindLd and any other member. A -G 0.89 1792 C Design checked for 10 psf non- FL Cert. 6634 G -D 0.17 590 T concurrent LL on BC. D -B 0.63 2120 T Wind Loads - ANSI / ASCE 7 -05 Online Plus. Ci Copyright Weld 1996 -2010 Version 27.0.006 Engineering - Portrait 1W18/2010 3:20:22 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -RE V G3 5 SP 100900 8 0 0 T3903129 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -7 -6 HO 1 -7 -6 0 0 TC t 5 -4 -8 1 10 -9 -0 4x4= B 8r 5 -2 -6 6x6. 3 - 4 - 11F 3x4% 3x4;:. 1 J 8 C ® C DAH •2x3 2x3 7 1 W:408 W:408 Rs 502 R: 502 U: 433 U: 440 BC 6 5 -4 -8 1 10 -9 -0 co .4 6 10 -9 -0 B ALL PLATES ARE MT2020 Scale: 0.313" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 78.0 LBS Online Plus -- Version 27.0.006 F -J 0.38 1267 T Wind Speed: 120 mph RUN DATE: 18- OCT -10 C -J 0.07 451 C WindLd Mean Roof Height: 19 -6 Exposure Category: C CSI -Size- - - -- Lumber - - -- TL Defl -0.15" in A -F L/783 Occupancy Factor : 1.00 TC 0.37 2x 4 SP - #2 LL Defl -0.08" in A -F L/999 Building DL TL g Type: Enclosed BC 0.19 2x 4 SP - #2 Hz Disp Zone location: Exterior WB 0.38 2x 4 SP - #3 Jt C 0.10" 0.09" 0.20" TC Dead Load : 5.0 psf Shear // Grain in I -B 0.21 BC Dead Load : 5.0 psf Brace truss as follows: User - defined wind- exposed BC O.C. From To Plates for each ply each face. regions -- From -- -- -To - -- TC Cont. 0- 0- 0 10- 9- 0 Plate - MT20 20 Ga, Gross Area 0- 0- 0 10- 9- 0 BC Cont. 0- 0- 0 10- 9- 0 Plate - MT2H 20 Ga, Gross Area Max comp. force 1386 Lbs Jt Type Plt Size X Y JSI Max tens. force 1267 Lbs psf -Ld Dead Live I MT20 3.Ox 4.0 Ctr Ctr 0.83 Connector Plate Fabrication TC 7.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.55 Tolerance = 20% BC 10.0 0.0 J MT20 3.Ox 4.0 Ctr Ctr 0.83 This truss is designed for a TC +BC 17.0 30.0 A MT20 2.Ox 3.0 Ctr Ctr 0.32 creep factor of 1.5 which Total 47.0 Spacing 24.0" F MT20 6.Ox 6.0 Ctr -1.2 0.64 is used to calculate total Lumber Duration Factor 1.33 C MT20 2.Ox 3.0 Ctr Ctr 0.33 load deflection. Plate Duration Factor 1.33 TC Fb =1.15 Fc =1.10 Ft =1.10 REVIEWED BY: BC Fb =1.10 Fc =1.10 Ft =1.10 MiTek Industries, Inc. 6904 Parke East Blvd. Total Load Reactions (Lbs) Tampa, FL 33610 Jt Down Uplift Horiz- A 502 441 U 151 R REFER TO ONLINE PLUS GENERAL C 502 433 U 193 R NOTES AND SYMBOLS SHEET FOR `0 ....I 'l11��I /I ADDITIONAL SPECIFICATIONS. ♦ P . / 1 I, Jt Brg Size Required �� E N •• . . � i . A 4.5" 1.5" NOTES: `off \C) • •.. \ , S •. C 4.5" 1.5" Trusses Manufactured by: " ■ Allstar -': No 53681 •• Plus 6 Wind Load Case(s) Analysis Conforms To: :(* • • Plus 1 UBC LL Load Case(s) FBC2007 l ) `f Plus 1 DL Load Case(s) TPI 2002 = .-Q . ! YG This truss has been designed O � p STATE OF • W L4j Membr CSI P Lbs Axl- CSI -Bed for 20.0 psf LL on the B.C. i 0 - 4/ ;' I -B 0.37 0.35 i3 areas - 0 talleby rectangle "*„.,(\''.'<\/ '"..- 0 R \ ."" c " . B -J 0.37 1386 C 0.02 0.35 2- 0- 0 wide S •� ••••.••• A -F Chords 0.17 will anfit obetween nmthe. C , � 1 / / y,0%�`, F -C 0.17 198 T 0.01 0.16 Design checked for 10 psf non - Webs concurrent LL on BC. A -I 0.07 451 C WindLd Wind Loads - ANSI / ASCE 7 -05 FL Cert. 6634 I - 0.38 1267 T Truss is designed as a Main F -B 0.33 1109 T Wind -Force Resistance System. ��ff Online Plus' Copyright MTek9) 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:22 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV G4 1 SP 100900 60003 0 0 T3903130 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -0 -3 HO 6 -0 -3 TCI 5 -4 -8 1 10 -9 -0 3x4= 2x3 I I 3x4= 8 J C O 0 ' 6 -0 -3 G 6x6= 8 H ® ® F 2x3 % C 3 2x3.z. W:308 W:308 R: 502 R: 502 U: 375 U: 375 BC 5 -4 -8 I 10 -9 -0 10 -9 -0 B ALL PLATES ARE MT2020 Scale: 0.320" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 89.7 LBS Online Plus -- Version 27.0.006 G -C 0.23 769 T Truss is designed as a Main RUN DATE: 18- OCT -10 F -C 0.38 456 C WindLd Wind -Force Resistance System. Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- TL Defl -0.07" in H -G L/999 Mean Roof Height: 19 -6 TC 0.39 2x 4 SP - #2 LL Defl -0.03" in H -G L/999 Exposure Category: C BC 0.15 2x 4 SP - #2 Hz Disp LL DL TL Occupancy Factor : 1.00 WB 0.38 2x 4 SP - #3 Jt F 0.03" 0.02" 0.06" Building Type: Enclosed Shear // Grain in B -J 0.29 Zone location: Exterior Brace truss as follows: TC Dead Load : 5.0 psf O.C. From To Plates for each ply each face. BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 10- 9- 0 Plate - MT20 20 Ga, Gross Area Max comp. force 709 Lbs BC Cont. 0- 0- 0 10- 9- 0 Plate - MT2H 20 Ga, Gross Area Max tens. force 769 Lbs Jt Type Plt Size X Y JSI Connector Plate Fabrication psf -Ld Dead Live B MT20 3.Ox 4.0 Ctr Ctr 0.52 Tolerance = 20% TC 7.0 30.0 J MT20 2.Ox 3.0 Ctr Ctr 0.49 This truss is designed for a BC 10.0 0.0 C MT20 3.Ox 4.0 Ctr Ctr 0.52 creep factor of 1.5 which TC +BC 17.0 30.0 H MT20 2.Ox 3.0 Ctr Ctr 0.31 is used to calculate total Total 47.0 Spacing 24.0" G MT20 6.Ox 6.0 Ctr -1.2 0.49 load deflection. Lumber Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.31 Plate Duration Factor 1.33 TC Fb =1.15 Fc =1.10 Ft =1.10 REVIEWED BY: BC Fb =1.10 Fc =1.10 Ft =1.10 MiTek Industries, Inc. 6904 Parke East Blvd. Total Load Reactions (Lbs) Tampa, FL 33610 Jt Down Uplift Horiz- H 502 376 U 345 R REFER TO ONLINE PLUS GENERAL F 502 376 U 345 R NOTES AND SYMBOLS SHEET FOR ,�� ADDITIONAL SPECIFICATIONS. ,1 N .1". S. A,,,rt,I, Jt Brg Size Required �� G x. • . C E '• 7� � H 3.5" 1.5" NOTES: ,� � ••• \ \ s ' • / F 3.5" 1.5" Trusses Manufactured by: � • *' ■ Allstar ". No 53681 Plus 6 Wind Load Case(s) Analysis Conforms To: •-'* . Plus 1 UBC LL Load Case(s) FBC2007 :7 - ) Plus 1 DL Load Case(s) TPI 2002 This truss has been designed .i5/ � f Membr CSI P Lbs Axl- CSI -Bnd for 20.0 psf LL on the B.C. ' STATE ,OF . » Top Chords in areas where a rectangle ∎ A N% A ` /c-%‘"-.. , ♦ » B -J 0.39 709 C 0.00 0.39 3- 6- 0 tall by �� Q R •. \ ■ J -C 0 BottomOChords 0.00 0.39 will be tween the B.C. ,, '1 I�S /ONA1 - � �, r' e H H -G 0.15 323 T 0.00 0.15 and any other member. 11/111111110% G -F 0.15 323 T 0.00 0.15 Design checked for 10 psf non - Webs concurrent LL on BC. H -B 0.36 456 C WindLd Provide drainage to prevent FL Cert. 6634 B -G 0.23 769 T water ponding. G -J 0.10 475 C Wind Loads - ANSI / ASCE 7 -05 Onkne PWS'" ® Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:22 PM Page 1 October 19,2010 Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering 072610A -REV G5 1 SP 100900 70403 0 0 T3903131 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 7 -4 -3 HO 7 -4 -3 TCI 5 -4 -8 1 10 -9 -0 3x4= 2x311 3x4 = B J C e 7 -4 -3 .; G 6x6= �8 H � F c 1 2x3% °2x3,-... W:308 W:308 R: 502 R: 502 U: 425 U: 425 BC 5 -4 -8 1 10 -9 -0 B 10 -9 -0 B ALL PLATES ARE MT2020 Scale: 0.272" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 99.7 LBS Online Plus -- Version 27.0.006 G -C 0.16 536 T Truss is designed as a Main RUN DATE: 18- OCT -10 F -C 0.59 457 C WindLd Wind -Force Resistance System. Wind Speed: 120 mph CSI -Size- - - -- Lumber - - -- TL Defl -0.06" in H -G L/999 Mean Roof Height: 19 -6 TC 0.40 2x 4 SP - #2 LL Defl -0.03" in H -G L/999 Exposure Category: C BC 0.15 2x 4 SP - #2 Hz Disp LL DL TL Occupancy Factor : 1.00 WB 0.59 2x 4 SP - #3 Jt F 0.02" 0.01" 0.03" Building Type: Enclosed Shear // Grain in B -J 0.29 Zone location: Exterior Brace truss as follows: TC Dead Load : 5.0 psf O.C. From To Plates for each ply each face. BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 10- 9- 0 Plate - MT20 20 Ga, Gross Area Max comp. force 478 Lbs BC Cont. 0- 0- 0 10- 9- 0 Plate - MT2H 20 Ga, Gross Area Max tens. force 536 Lbs Jt Type Plt Size X Y JSI Connector Plate Fabrication psf -Ld Dead Live B MT20 3.Ox 4.0 Ctr Ctr 0.38 Tolerance = 20% TC 7.0 30.0 J MT20 2.Ox 3.0 Ctr Ctr 0.49 This truss is designed for a BC 10.0 0.0 C MT20 3.Ox 4.0 Ctr Ctr 0.38 creep factor of 1.5 which TC +BC 17.0 30.0 H MT20 2.Ox 3.0 Ctr Ctr 0.31 is used to calculate total Total 47.0 Spacing 24.0" G MT20 6.Ox 6.0 Ctr -1.2 0.37 load deflection. Lumber Duration Factor 1.33 F MT20 2.Ox 3.0 Ctr Ctr 0.31 Plate Duration Factor 1.33 TC Fb =1.15 Fc =1.10 Ft =1.10 REVIEWED BY: BC Fb =1.10 Fc =1.10 Ft =1.10 MiTek Industries, Inc. 6904 Parke East Blvd. Total Load Reactions (Lbs) Tampa, FL 33610 Jt Down Uplift Horiz- H 502 426 U 428 R REFER TO ONLINE PLUS GENERAL F 502 426 U 428 R NOTES AND SYMBOLS SHEET FOR N� ADDITIONAL SPECIFICATIONS. , r�� N ' e l.. • ` S • 4f ∎I_ Jt Brg Size Required � \-\ • • '� � j H 3.5" 1.5" NOTES: ` e • $ \ ■ E N u' '• . 0 F 3.5" 1.5" Trusses Manufactured by: a Alistar .a • • ' , No 53681 Plus 6 Wind Load Case(s) Analysis Conforms To: r* • j Plus 1 UBC LL Load Case(s) FBC2007 • 1 Plus 1 DL Load Case(s) TPI 2002 f /f This truss has been designed ; 3 STAT , k Membr CSI P Lbs Axl- CSI -Bnd for 20.0 psf LL on the B.C. i 0 40 :: g - � Top Chords in areas where a rectangle ♦ '' • a B -J 0.40 444 C 0.00 0.40 3- 6- 0 tall by � • • � O R 1 v.- \ � � a J -C 0 Bottom4Chords 0.00 0.40 wi O fit be tween the B.C. ,/ ��,S� O N A - ` , � , e H -G 0.15 400 T 0.00 0.15 and any other member. 111111111 G -F 0.15 400 T 0.00 0.15 Design checked for 10 psf non - Webs concurrent LL on BC. H -B 0.53 457 C WindLd Provide drainage to prevent FL Cert. 6634 B -G 0.16 536 T water ponding. - G -J 0.12 478 C Wind Loads - ANSI / ASCE 7 -05 Online Pluse' m Copyright MiTelc18 1996 -2010 Version 27.0.006 Engineering - Portrait 10/10/2010 3:20:23 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV H1 1 SP 180412 8 0 0 T3903132 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -8 -0 HO 1 - -5 co N o .i .♦ a .. 0 TC I 4 -2 -4 1 6 -11 -8 19-1-4 111 -1 -4 113 -1 -4 I .i • 1170114 1 1 4x4= 8 V B Refer to general detail 3 series #8x8. ® 2x3 11 for web wind bracing and plating. 2 4 R 8 �` 8 x3 11 Vii 2x 1 � H S 3.4.::::, 2x3 7 -4 -10 � T 2x3..,, 2 -6 -118 2x311 3x4 '5; D 2x3 II ill K A 1 2 x 3 11 D P G O N L M C 2x3 I I 3x4 - 2x3 11 2x3 11 3x4 - 2x311 2x3 11 2x311 (11 8 vrsES ab ° W: 208 4x14 R: 728 U: 339 BC 1 4 -0 -8 1 6 -11 -8 19-1-4 R1 -1 -4 113 -1 -4 1 1 17 -3 -0 1 o oi o ■-.1 on y. O O .0 oo ■'I .-1 18 -4 -12 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.187" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 176.2 LBS Online Plus -- Version 27.0.006 E -Q 0.48 1595 T will fit between the B.C. RUN DATE: 18- OCT -10 8 -P 0.14 496 T and any other member. P -Q 0.30 502 C Design CSI -Size- - -- L er - - -- G -B 0.20 239 C checked for 10 psf non- concurrent LL on BC. TC 0.31 2x 4 SP - #2 (+) 0 -R 0.03 119 T NOTE: USER MODIFIED PLATES BC 0.42 2x 4 SP - #2 N -S 0.12 346 C This design may have plates CW 0.27 2x 4 SP - #3 N -T 0.21 719 T selected through a plate WH 0.48 2x 4 SP - #3 L -T 0.17 822 C monitor. M -U 0.03 218 C Wind Loads - ANSI / ASCE 7 -05 Brace truss as follows: C -X 0.01 58 T WindLd Truss is designed as a Main O.C. From To Wind -Force Resistance System. TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.29" in D -P L/594 Wind Speed: 120 mph BC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.16" in D -P L/999 Mean Roof Height: 19 -6 Hz Disp LL DL TL Exposure C psf -Ld Dead Live Jt L 0.07" 0.06" 0.13" Occupancy Category: 0 TC 7.0 30.0 Shear Buildingy ypctor s.d0 // Grain in H -Q 0.20 Building Type: Enclosed BC 10.0 0.0 Zone location: Exterior TC +BC 17.0 30.0 Plates for each ply each face. TC Dead Load s 5.0 psf Total 47.0 Spacing 24.0" Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Lumber Duration Factor 1.33 Plate - MT2H 20 Ga, Gross Area Max comp. force 1783 Lbs Plate Duration Factor 1.33 Jt Type Plt Size X Y JSI Max tens. force 1595 Lbs TC Fb.1.15 Fc -1.10 Ft =1.10 J MT20 3.Ox 4.0 Ctr Ctr 0.83 Connector Plate Fabrication BC Fb =1.10 Fc.1.10 Ft =1.10 H MT20 2.Ox 3.0 Ctr Ctr 0.44 Tolerance = 20% Q# MT20 8.Ox 8.0- 3.8 -4.0 0.54 Exceptions: Q 0% Total Load Reactions (Lbs) B MT20 4.Ox 4.0 Ctr Ctr 0.42 This truss is designed for a Jt Down Uplift Horiz- 8 MT20 2.Ox 3.0 Ctr Ctr 0.39 creep factor of 1.5 which A 728 339 U 299 R S MT20 2.Ox 3.0 Ctr Ctr 0.39 is used to calculate total L 1001 467 U 281 R T MT20 3.Ox 4.0 Ctr Ctr 0.57 load deflection. U MT20 2.Ox 3.0 Ctr Ctr 0.38 Jt Brg Size Required R MT20 2.Ox 3.0 Ctr Ctr 0.42 A 2.5" 1.5" A MT20 2.Ox 3.0 Ctr Ctr 0.36 L 43.8" 177" -to- 221" 8 MT20 4.0x14.0 -0.1 0.2 1.00 D MT20 2.Ox 3.0 Ctr Ctr 0.77 Plus 6 Wind Load Case(s) P MT20 3.Ox 4.0 Ctr Ctr 0.41 it " G MT20 2.0x 3.0 Ctr Ctr 0.46 Plus 1 DL 0 MT20 2.Ox 3.0 Ctr Ctr 0.46 �‘'` ' 1^ t' t �l� P �' S , N MT20 3.Ox 4.0 Ctr Ctr 0.54 � �, Membr CSI P Lbs Axl- CSI -Bnd L MT20 2.Ox 3.0 Ctr Ctr 0.40 � 13 . . E . '� , Top Chords M MT20 2.Ox 3.0 Ctr Ctr 0.46 • ,� \ \C E S • . , � J -H 0.24 1783 C 0.08 0.16 C MT20 2.Ox 3.0 Ctr Ctr 0.41 , . ., . \. ' •• d_ „ H -Q 0.31 1756 C 0.01 0.30 . 0.. Q -8 0.28 412 T 0.00 0.28 # = Plate Monitor used • No 53681 1, 1. • -R 0.16 468 C 0.05 0.11 REVIEWED BY: 1.7( : • * r R -S 0.30 511 C 0.00 0.30 MiTek Industries, Inc. "" • 1 � S -T 0.30 401 C 0.00 0.30 6904 Parke East Blvd. ••• I T -U 0.17 118 T 0.00 0.17 Tampa, FL 33610 r j CC • U -8 0.08 48 T 0.00 0.08 ,,. � ''''' • -mot„ .0 Bottom Chords REFER TO ONLINE PLUS GENERAL •:. - 5 1 • STATE E 1 0 F .• ■ A -E 0.10 315 T 0.00 0.10 NOTES AND SYMBOLS SHEET FOR • 0 .• �../ D -P 0.36 27 T 0.00 0.36 ADDITIONAL SPECIFICATIONS. P -G 0.42 393 T 0.06 0.36 I, �• R 0 G -0 0.25 393 T 0.00 0.25 NOTES: #!,. • R 0 \ . �� ••• ` ` ` 0 -N 0.38 393 T 0.06 0.32 Trusses Manufactured by: I' t3. S " • . • ,' N -L 0.32 258 T 0.00 0.32 Allstar M-- L -M 0.19 20 T 0.00 0.19 Analysis Conforms To: , 1N ' ft* " ,�� M -C 0.04 20 T 0.00 0.04 FBC2007 Chord -Webs TPI 2002 D -E 0.27 99 T 0.02 0.25 This truss has been designed E -H 0.15 338 T 0.00 0.15 for 20.0 psf LL on the H.C. Webs in areas where a rectangle FL Cert. rt. 6634 A -J 0.10 677 C WindLd 3- 6- 0 tall by J -8 0.47 1561 T 2- 0- 0 wide Online Plus'. ® Copyright M7ek® 1996 -2010 Verson 27.0.006 Engineering - Ponra6 10/18/2010 3:20:23 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H2 3 SP 180412 8 0 1- 4 -12 T3903I33 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 - 8 - 0 HO 1 - - TCI 4 -2 -4 1 9 -1 -4 1 13 -9 -14 1 18 -4 -12 1104121 5x811 8 o 8 V � 3x4�� I 7 -8 -13 2 -6 -11E 3x6% J 2x3 11 E K 5x12= A B C e o 2 x 3 11 8 D G ° 3x4_ 2x3 11 3x6 = W:208 W:412 R: 863 R: 974 U: 402 U: 458 BC 4 -0 -8 1 9 -1 -4 1 18 -4 -12 El 18 -4 -12 B ALL PLATES ARE MT2020 Scale: 0.258" = 1' MiTeke Online Plus' APPROX. TRUSS WEIGHT: 159.6 LBS Online Plus -- Version 27.0.006 A -J 0.12 804 C WindLd 2- 0- 0 wide RUN DATE: 18- OCT -10 J -E 0.56 1882 T will fit between the B.C. E -B 0.57 1619 T and any other member. CSI -Size- - - -- Lumber - - -- E -G 0.16 539 T Design checked for 10 psf non - TC 0.43 2x 4 SP - #2 G -B 0.11 208 T concurrent LL on BC. BC 0.53 2x 4 SP - #2 G -I 0.13 313 T Wind Loads - ANSI / ASCE 7 -05 CW 0.55 2x 4 SP - #3 I -C 0.60 940 C Truss is designed as a Main WB 0.60 2x 4 SP - #3 C -K 0.05 244 C WindLd Wind -Force Resistance System. Wind Speed: 120 mph Brace truss as follows: TL Defl -0.45" in G -C L/470 Mean Roof Height: 19 -6 O.C. From To LL Defl -0.22" in G -C L/983 Exposure Category: C TC Cont. 0- 0- 0 18- 4 -12 Hz Disp LL DL TL Occupancy Factor : 1.00 BC Cont. 0- 0- 0 18- 4 -12 Jt C 0.13" 0.10" 0.23" Building Type: Enclosed Shear // Grain in G -C 0.23 Zone location: Exterior psf -Ld Dead Live TC Dead Load : 5.0 psf TC 7.0 30.0 Plates for each ply each face. BC Dead Load : 5.0 psf BC 10.0 0.0 Plate - MT20 20 Ga, Gross Area Max comp. force 2161 Lbs TC +BC 17.0 30.0 Plate - MT2H 20 Ga, Gross Area Max tens. force 1882 Lbs Total 47.0 Spacing 24.0" Jt Type Plt Size X Y JSI Connector Plate Fabrication Lumber Duration Factor 1.33 J MT20 3.Ox 6.0 Ctr Ctr 0.84 Tolerance = 20% Plate Duration Factor 1.33 H MT20 2.Ox 3.0 Ctr Ctr 0.44 This truss is designed for a TC Fb =1.15 Fc =1.10 Ft =1.10 B MT20 5.Ox 8.0- 0.7 -2.1 0.57 creep factor of 1.5 which BC Fb =1.10 Fc =1.10 Ft =1.10 I MT20 3.Ox 4.0 0.4 -0.3 0.71 is used to calculate total K MT20 2.Ox 3.0 Ctr Ctr 0.42 load deflection. Total Load Reactions (Lbs) A MT20 2.Ox 3.0 Ctr Ctr 0.49 Jt Down Uplift Horiz- E MT20 5.0x12.0 Ctr 0.4 0.87 A 864 403 U 312 R D MT20 2.Ox 3.0 Ctr Ctr 0.77 C 974 459 U 305 R G MT20 3.Ox 6.0 Ctr Ctr 0.57 C MT20 3.Ox 4.0 Ctr Ctr 0.55 ,`%%t tiiiiiti Jt Brg Size Required ,,,,� L- S 1. % A 2.5" 1.5" REVIEWED BY: V ♦♦ . nn r �....... ,} ' C 4.8" 1.5" MiTek Industries, Inc. 1 '� 6904 Parke East Blvd. ,``♦ ♦ .'�\,.\ ♦ G N u� 4 •./ �i .© , Plus 6 Wind Load Case(s) Tampa, FL 33610 ■ • (y0 53681 '' Plus 1 UBC LL Load Case(s) r t ,, Plus 1 DL Load Case(s) REFER TO ONLINE PLUS GENERAL ". * . ) • . * s NOTES AND SYMBOLS SHEET FOR •" Membr CSI P Lbs Axl- CSI -Bnd ADDITIONAL SPECIFICATIONS. --0 , ' Top Chords J -H 0.31 2161 C 0.04 0.27 NOTES: ',...5 . STATE OF "14, H -8 0.43 2056 C 0.02 0.41 Trusses Manufactured by: • V V ` •B -I 0.32 670 C 0.05 0.27 Allstar * ,[�� . P. t:* I -K 0.33 123 T 0.01 0.32 Analysis Conforms To: ° i \' C O R , 0 . . , .• ♦♦ Bottom Chords FBC2007 � 'Is s • .••' "' �� ♦ ♦ D • -G 0.49 3 60 T 0.00 0.49 OH `t � II I J � Af 1 %�`` G -C 0.53 677 T 0.04 0.49 Soffit psf 2.0 Chord -Webs This truss has been designed D -E 0.55 34 T 0.00 0.55 for 20.0 psf LL on the B.C. FL Cert. 6634 E -H 0.34 371 T 0.00 0.34 in areas where a rectangle Webs 3- 6- 0 tall by Online Plus'" O Copyright MiTek®1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:24 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H4 1 SP 180412 8 0 1- 4 -12 T3903135 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 8 -8 -5 HO 1 -6 -8 m v o TC) 7 -8 -1 I 13 -0 -6 I 18 -4 -12 I 3x4= 4x4= B C 8 3x47 G 8 -8 -5 �� H 2x3 11 A A 2x311 ' F D 4x8- rl 3x4= W:208 W:14112 R: 999 SPL R: 991 U: 505 U: 417 BC 1 -6 -4 I 18 -4 -12 18 -4 -12 Dr- ALL PLATES ARE MT2020 Scale: 0.211" = 1' MiTek Online Plus" APPROX. TRUSS WEIGHT: 156.0 LES Online Plus -- Version 27.0.006 F -D 0.74 682 T 0.04 0.70 and any other member. RUN DATE: 18- OCT -10 Webs Design checked for 10 psf non - A -B 0.77 849 C WindLd 1 Br concurrent LL on BC. CSI -Size- - - -- Lumber - - -- B -F 0.90 789 T Wind Loads - ANSI / ASCE 7 -05 TC 0.73 2x 4 SP - #2 F -C 0.07 287 T 1 Br Truss is designed as a Main BC 0.74 2x 4 SP - #2 F -G 0.20 374 T Wind -Force Resistance System. WB 0.90 2x 4 SP - #3 G -D 0.79 926 C Wind Speed: 120 mph D -H 0.06 279 C WindLd Mean Roof Height: 19 -6 Brace truss as follows: Exposure Category: C O.C. From To TL Defl -0.77" in F -D L/278 Occupancy Factor : 1.00 TC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.38" in F -D L /561 Building Type: Enclosed BC Cont. 0- 0- 0 18- 4 -12 Shear // Grain in B -C 0.35 Zone location: Exterior One Continuous Lateral Brace TC Dead Load : 5.0 psf A -B F -C Plates for each ply each face. BC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Plate - MT20 20 Ga, Gross Area Max comp. force 926 Lbs at each web. Plate - MT2H 20 Ga, Gross Area Max tens. force 789 Lbs Jt Type Plt Size X Y JSI Connector Plate Fabrication psf -Ld Dead Live B MT20 3.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% TC 7.0 30.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 This truss is designed for a BC 10.0 0.0 G MT20 3.Ox 4.0 0.4 -0.3 0.71 creep factor of 1.5 which TC +BC 17.0 30.0 H MT20 2.Ox 3.0 Ctr Ctr 0.42 is used to calculate total Total 47.0 Spacing 24.0" A MT20 2.Ox 3.0 Ctr Ctr 0.56 load deflection. Lumber Duration Factor 1.33 F MT20 4.Ox 8.0 Ctr -1.0 0.77 Plate Duration Factor 1.33 D MT20 3.Ox 4.0 Ctr Ctr 0.55 TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 REVIEWED BY: MiTek Industries, Inc. �11�11111/ 4 /� Total Load Reactions (Lbs) 6904 Parke East Blvd. `1`�1 .L S. 4I ie , Jt Down Uplift Horiz- Tampa, FL 33610 ` riN'. • ' , 9 • A 1000 506 U 552 R D 992 418 U 309 R REFER TO ONLINE PLUS GENERAL , ..... . ' ,•N, E NS . ,.• 0 1. NOTES AND SYMBOLS SHEET FOR � - ' " No 53681 Jt Brg Size Required ADDITIONAL SPECIFICATIONS. A 2.5" 1. 5" • * ' 1 • * .' D 4.8" 1.5" NOTES: ) Trusses Manufactured by 7. 13: / - ' /'\„,,,_ .7, £t Plus 6 Wind Load Case(s) Allstar i STATE OF : £ Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 BC LL Load Case(s) FBC2007 .T • * : <" / Q-.' NZ' #. Plus 1 DL Load Case(s) TPI 2002 #• &" • i • ( O R \ ••• .\ N OH Loading ".4*/, /Ilk S,. A , - .1 � ` Membr CSI P Lbs Axl- CSI -Bnd Soffit psf 2.0 Top Chords This truss has been designed ./ //11lil%t B -C 0.73 520 C 0.00 0.73 for 20.0 psf LL on the B.C. C -G 0.37 626 C 0.04 0.33 in areas where a rectangle G -H 0.35 142 T 0.02 0.33 3- 6- 0 tall by FL Cert. 6634 Bottom Chords 2- 0- 0 wide A -F 0.70 434 T 0.00 0.70 will fit between the B.C. Online Plus"' ® Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3 :2025 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H5 1 SP 180412 8 0 1- 4 -12 73903136 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 10 -0 -5 HO 1 -6 -8 N H W TCI 5 -8 -1 I 11 -10 -10 I 18 -4 -12 I " 3x4= 4x4 = B C 5x6 C+ SPL 8 '' 10 -0 -5 ;1 4 3x4 c � H A •11 D 2x3 11 LL S1 B 2x3 II 3x8 = 3x4 = 3x4 = W:208 W:412 R: 973 R: 985 U: 568 U: 292 BC 5 -6 -4 I 12 -0 -6 1 18 -4 -12 B 18 -4 -12 B ALL PLATES ARE MT2020 Scale: 0.204" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT, 172.5 LBS Online Plus -- Version 27.0.006 E -D 0.25 192 T 0.00 0.25 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -B 0.38 852 C 1 Br Design checked for 10 psf non- CSI -Size- - - -- Lumber - - -- B -F 0.29 764 T 1 Br concurrent LL on BC. TC 0.55 2x 4 SP - #2 F -C 0.08 230 T 1 Br No wind exposure on left end. BC 0.30 2x 4 SP - #2 F -G 0.15 463 T 1 Br Wind Loads - ANSI / ASCE 7 -05 WB 0.38 2x 4 SP - #3 E -G 0.05 199 T Truss is designed as a Main E -H 0.22 733 T Wind -Force Resistance System. Brace truss as follows: D -H 0.14 931 C WindLd Wind Speed: 120 mph 0.C. From To Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.09" in E -D L/999 Exposure Category: C BC Cont. 0- 0- 0 18- 4 -12 LL Defl - 0.05" in A -F L/999 Occupancy Factor : 1.00 One Continuous Lateral Brace Shear // Grain in G -H 0.28 Building Type: Enclosed A -B B -F F -C F -G Zone location: Exterior Attach CLB with (2) -10d nails Plates for each ply each face. TC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Plate - MT2H 20 Ga, Gross Area Max comp. force 931 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 764 Lbs TC 7.0 30.0 B MT20 3.Ox 4.0 Ctr Ctr 0.58 Connector Plate Fabrication BC 10.0 0.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% TC +BC 17.0 30.0 G MT20 5.Ox 6.0 0.3 0.5 0.46 This truss is designed for a Total 47.0 Spacing 24.0" H MT20 3.Ox 4.0 Ctr Ctr 0.78 creep factor of 1.5 which Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.63 is used to calculate total Plate Duration Factor 1.33 F MT20 3.Ox 8.0 Ctr Ctr 0.52 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 4.0 1.2 0.2 0.65 D MT20 2.Ox 3.0 Ctr Ctr 0.39 Total Load Reactions (Lbs) 111 Jt Down Uplift Horiz- REVIEWED BY: ::0 !! A 974 569 U 595 R MiTek Industries, Inc. D 985 293 U 224 R 6904 Parke East Blvd. • C ••• �Q � � Tampa, FL 33610 : A . . ., . N `S` Jt Brg Size Required • , A 2.5" 1.5" REFER TO ONLINE PLUS GENERAL . N O rJ 3�)$1 D 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR ..' * . \ • • . ADDITIONAL SPECIFICATIONS. Plus 6 Wind Load Case(s) / • Plus 1 UBC LL Load Case(e) NOTES: : /(\/,,, _ Plus 1 BC LL Load Case(s) Trusses Manufactured by: ! • ... STATE OF :111 Z Plus 1 DL Load Case(s) Allstar 1:0 •. •�� • 4 4/ •: Analysis Conforms To: ■ .• • i•-% ''',•• `� Membr CSI P Lbs Axl- CSI -Bnd FBC2007 ��1 ••. R , G ‘ � Top Chords TPI 2002 t/ t 6 •• ••��•',' NN B -C 0.34 369 C 0.00 0.34 OH Loading t N 1'` , o I iii C -G 0.54 462 C 0.00 0.54 Soffit psf 2.0 fill G -H 0.55 835 C 0.03 0.52 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A - 0.22 595 T 0.00 0.22 in areas where a rectangle FL Cert. 6634 F -S1 0.29 717 T 0.11 0.18 3- 6- 0 tall by , S1 -E 0.30 717 T 0.05 0.25 2- 0- 0 wide Online Plus'" ® Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portra8 10/18/2010 3 20 25 PM Page 1 October 19,2010 Job Hark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H6 1 SP 180304 8 0 1- 4 -12 T3903137 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 11 -4 -5 HO 1 -6 -8 ro ,-r a TCI 3 -6 -9 1 10 -1 -12 1 18 -3 -4 I.+ 2x3 II 5x4= B C 4x6;;. 8 H SPL 11 -9 -5 :: r $ 3x4z. A p 1 3x9 -` ` It p D t1 8x8= 2x311 HGR W :412 R:1284 R:1119 U: 528 U: 406 BC 10 -1 -12 1 18 -3 -4 ® 18 -3 -4 B- ALL PLATES ARE MT2020 Scale: 0.185" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 180.8 LOS Online Plus -- Version 27.0.006 Membr CSI P Lbs Axl- CSI -Bnd 2- 0- 0 wide RUN DATE: 18 OCT - 10 Top Chords will fit between the B.C. B -C 0.23 258 C 0.00 0.23 and any other member. CSI -Size- - - -- Lumber - - -- C - 0.93 1071 C 0.10 0.83 Design checked for 10 psf non - TC 0.95 2x 4 SP - #2 H -J 0.95 1019 C 0.04 0.91 concurrent LL on BC. BC 0.96 2x 6 SP - #2 Bottom Chords Wind Loads - ANSI / ASCE 7 -05 - - 0.80 2x 4 SP - #2 A -F 0.96 434 T 0.03 0.93 Truss is designed as a Main F -D F - 0.80 368 T 0.00 0.80 Wind -Force Resistance System. WB 0.65 2x 4 SP - #2 Webs Wind Speed: 120 mph - - 0.54 2x 4 SP - #3 A -B 0.65 145 C WindLd 1 Br Mean Roof Height: 19 -6 A - C - F - F - A -C 0.48 804 C 1 Br Exposure Category: C D -J C -F 0.54 1199 T 1 Br Occupancy Factor : 1.00 F - 0.50 715 T Building Type: Enclosed Brace truss as follows: F - 0.26 883 T Zone location: Exterior O.C. From To D -J 0.16 1083 C WindLd TC Dead Load : 5.0 psf TC Cont. 0- 0- 0 18- 3- 4 BC Dead Load : 5.0 psf BC Cont. 0- 0- 0 18- 3- 4 TL Defl - 0.45" in A - L/471 Max comp. force 1083 Lbs One Continuous Lateral Brace LL Defl -0.26" in A - L/823 Max tens. force 1199 Lbs A -B A -C C -F Shear // Grain in H -J 0.35 Connector Plate Fabrication Attach CLB with (2) -10d nails Tolerance = 20% at each web. Plates for each ply each face. This truss is designed for a Plate - MT20 20 Ga, Gross Area creep factor of 1.5 which psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area is used to calculate total TC 7.0 30.0 Jt Type Plt Size X Y JSI load deflection. BC 10.0 0.0 B MT20 2.Ox 3.0 Ctr Ctr 0.43 TC +BC 17.0 30.0 C MT20 5.Ox 4.0 Ctr -0.3 0.92 Total 47.0 Spacing 24.0" H MT20 4.Ox 6.0 0.6 0.9 0.37 Lumber Duration Factor 1.33 J MT20 3.Ox 4.0 Ctr Ctr 0.90 Plate Duration Factor 1.33 A MT20 3.Ox 4.0 Ctr Ctr 0.31 ",,, BC Fb =1.00 Fc =1.00 Ft =1.00 D MT20 2.Ox 3.0 Ctr Ctr 0.46 ♦ ..L S. ,, AA l Total Load Reactions (Lbs) REVIEWED BY: � , k ,' � �� C N • .•Q,, Jt Down Uplift Horiz- MiTek Industries, Inc. % $. • '• S Z .• i A 1284 528 U 730 R 6904 Parke East Blvd. .,, • Y D 1120 407 U 400 R Tampa, FL 33610 •• -- • N0 53681 -,. ..' 7� mil • . * : Jt Brg Size Required REFER TO ONLINE PLUS GENERAL 0. • ■ A 3.5" 1.5" NOTES AND SYMBOLS SHEET FOR �/ .7 �t D 4.8" 1.5" ADDITIONAL SPECIFICATIONS. -0 • ;Ld +' T _ ._; .`, LC# 1 BCLS Loading NOTES: d STATE / F . : :44/ / Dur Fctrs - Lbr 1.33 Plt 1.33 Trusses Manufactured by: . "•,C/ O R / 1? . ,,* plf - Dead Live* From To Allstar (� TC V 14 60 0.0' 18.3' Analysis Conforms To: � j % SC E .• ....... 9 ' S. BC V 20 0 0.0' BC V 20 20 0.9' 1 9.2' TPI22002 't, I j� N A � ��' BC V 0 40 1.5' 7.7' OH Loading Soffit psf 2.0 Plus 6 Wind Load Case(s) This truss has been designed Plus 1 UBC LL Load Case(s) for 20.0 psf LL on the B.C. FL Cert. 6634 Plus 1 DL Load Case(s) in areas where a rectangle 3- 6- 0 tall by Online Plus*. 0 Copyright M7ek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:26 PM Page 1 October 19,2010 Job Mark Qua Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H7 1 SP 180304 8 0 1- 4 -12 T3903138 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 11 -6 -0 HO 1 -6 -8 N N V TC! 3 -4 -0 10 -1 -12 1 18 -3 -4 I ti 2x311 5x4= 5 C , 4x6. 8 H SPL x 11 -6 -0 I % 3x4 A 0 3x4 = ` F D 8x8= 2x311 HGR W:412 R:1292 R:1124 U: 677 U: 260 BC 10 -3 -8 I 18 -3 -4 18 -3 -4 B ALL PLATES ARE MT2020 Scale: 0.184" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 181.7 LBS Online Plus -- Version 27.0.006 B -C 0.21 0 T 0.00 0.21 will fit between the B.C. RUN DATE: 18- OCT -10 C -H 0.91 1079 C 0.07 0.84 and any other member. H -J 0.94 1027 C 0.04 0.90 Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- Bottom Chords concurrent LL on BC. TC 0.94 2x 4 SP - #2 A -F 0.96 513 T 0.02 0.94 No wind exposure on left end. BC 0.96 2x 6 SP - #2 F -D 0.80 221 T 0.00 0.80 Wind Loads - ANSI / ASCE 7 -05 -- 0.80 2x 4 SP - #2 Webs Truss is designed as a Main F -D A -B 0.07 137 C 1 Br Wind -Force Resistance System. WB 0.60 2x 4 SP - #3 A -C 0.49 811 C 1 Br Wind Speed: 120 mph C -F 0.60 1224 T 1 Br Mean Roof Height: 19 -6 Brace truss as follows: F -H 0.48 722 T Exposure Category: C O.C. From To F -J 0.26 890 T Occupancy Factor : 1.00 TC Cont. 0- 0- 0 18- 3- 4 D - 0.16 1088 C WindLd BC Cont. 0- 0- 0 18- 3- 4 Building Type: Enclosed Zone location: Exterior One Continuous Lateral Brace TL Defl -0.46" in A -F L/462 TC Dead Load : 5.0 psf A -B A -C C -F LL Defl -0.26" in A -F L/809 Attach CLB with (2) -10d nails Shear / BC Dead Load 5.0 psf // Grain in H - 0.35 Max comp. force 1088 Lbs at each web. Max tens. force 1224 Lbs Plates for each ply each face. Connector Plate Fabrication psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area Tolerance = 20% TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area This truss is designed for a BC 10.0 0.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which TC +BC 17.0 30.0 B MT20 2.Ox 3.0 Ctr Ctr 0.46 is used to calculate total Total 47.0 Spacing 24.0" C MT20 5.Ox 4.0 Ctr -0.3 0.94 load deflection. Lumber Duration Factor 1.33 H MT20 4.Ox 6.0 0.6 0.9 0.37 Plate Duration Factor 1.33 J MT20 3.Ox 4.0 Ctr Ctr 0.91 TC Fb =1.00 Fc =1.00 Ft =1.00 A MT20 3.Ox 4.0 Ctr Ctr 0.41 BC Fb =1.00 Fc =1.00 Ft =1.00 F MT20 8.Ox 8.0 -1.0 0.5 0.73 D MT20 2.Ox 3.0 Ctr Ctr 0.39 llitlii Total Load Reactions (Lbs) , %%% �� / J �� ♦ Jt Down Uplift Horiz- REVIEWED BY: '- S. ^w ,, I A 1292 677 U 690 R MiTek Industries, Inc. � �, � � ...... ,s 'Vfq �I D 1125 260 U 253 R 6904 P arke East Blvd. Parke \G,•.\c E NS,'• T . O Jt Brg Size Required ■ �. • ''' A 3.5" 1.5" REFER TO ONLINE PLUS GENERAL •"" / ' ` No 53681 -�'" D 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR ■ * . • ' * o • ADDITIONAL SPECIFICATIONS. - • 1 r LC# 1 BCLS 3) Loading ) ^ Dur Fctrs - Lbr 1.33 Plt 1.33 NOTES: •• • ./ - ,. • plf - Dead Live* From To Trusses Manufactured by: • STATE OF TC V 14 60 0.0' 18.3' Allstar r • ► C1 . � � {/; BC V 20 0 0.0' 18.3' Analysis Conforms To: �0 • .. 4 o V''.. \ BC V 20 20 0.9' 9.4' FBC2007 i 0 • •• O R •• 0 Plus 6 Wind Load Case(s) Wind , 6' Loaing 2.0 , i S‘ �, Plus 1 UBC LL Load Case(s) This truss has been designed Plus 1 DL Load Case(s) for 20.0 psf LL on the B.C. in areas where a rectangle FL Cert. 6634 Membr CSI P Lbs Axl- CSI -Bnd 3- 6- 0 tall by Top Chords 2- 0- 0 wide Online PIuS" ® Copyright MTek ®1996 -2010 Verson 27.0 006 Engineering - Portrait 10/18/2010 3:20:26 PM Page 1 October 19,201 0 Job Mark Q uan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV H8 3 SP 180412 8 0 1- 4 -12 T3903139 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 11 -6 -0 HO 1 -6 -8 N ri V TC1 3 -5 -8 l 10 -3 -4 l 18 -4 -12 1' 2 x 3 11 5x4= B C '7immmommmr' 4x6..:18 H SPL m $. 11 -6 -0 i w :l 7 .‘ 4,, , A ' l IMIIIIIIMMIIIIIII 3x9=`, _'' l P D 8x8 = n 2x311 W:208 W:412 R:1293 R:1131 U: 679 U: 264 BC 1U -5 -0 l 18 -4 -12 18 -4 -12 E›. ALL PLATES ARE MT2020 Scale: 0.184" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 182.4 LBS Online Plus -- Version 27.0.006 B -C 0.22 0 T 0.00 0.22 will fit between the B.C. RUN DATE: 18- OCT -10 C -H 0.91 1090 C 0.07 0.84 and any other member. H -J 0.95 1038 C 0.04 0.91 Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- Bottom Chords concurrent LL on BC. TC 0.95 2x 4 SP - #2 A -F 0.99 507 T 0.03 0.96 No wind exposure on left end. BC 0.99 2x 6 SP - #2 F -D 0.81 221 T 0.00 0.81 Wind Loads - ANSI / ASCE 7 -05 -- 0.81 2x 4 SP - #2 Webs Truss is designed as a Main F -D A -B 0.08 140 C 1 Br Wind -Force Resistance System. WB 0.60 2x 4 SP - #3 A -C 0.50 814 C 1 Br Wind Speed: 120 mph C -F 0.60 1225 T 1 Br Mean Roof Height: 19 -6 Brace truss as follows: F -H 0.50 721 T Exposure Category: C O.C. From To F -J 0.27 900 T Occupancy Factor : 1.00 TC Cont. 0- 0- 0 18- 4 -12 D -J 0.16 1096 C WindLd Building Type: Enclosed BC Cont. 0- 0- 0 18- 4 -12 Zone location: Exterior One Continuous Lateral Brace TL Defl -0.47" in A -F L /451 TC Dead Load : 5.0 psf A -B A -C C -F LL Defl -0.27" in A -F L/790 BC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Shear // Grain in H -J 0.35 Max comp. force 1096 Lbs at each web. Max tens. force 1225 Lbs Plates for each ply each face. Connector Plate Fabrication psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area Tolerance = 20% TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area This truss is designed for a BC 10.0 0.0 Jt Type Plt Size X Y JSI creep factor of 1.5 which TC +BC 17.0 30.0 B MT20 2.Ox 3.0 Ctr Ctr 0.46 is used to calculate total Total 47.0 Spacing 24.0" C MT20 5.Ox 4.0 Ctr -0.3 0.94 load deflection. Lumber Duration Factor 1.33 H MT20 4.Ox 6.0 0.6 0.9 0.37 Plate Duration Factor 1.33 J MT20 3.Ox 4.0 Ctr Ctr 0.91 TC Fb =1.00 Fc =1.00 Ft =1.00 A MT20 3.Ox 4.0 Ctr Ctr 0.74 BC Fb =1.00 Fc =1.00 Ft =1.00 F MT20 8.Ox 8.0 0.5 0.5 0.50 D MT20 2.Ox 3.0 Ctr Ctr 0.39 ,` ��111iii /// ! Total Load Reactions (Lbs) *,� j Jt Down Uplift Horiz- REVIEWED BY: S. PE,� S. I j , A 1294 679 U 690 R MiTek Industries, Inc. ♦ G�•• • q , D 1132 264 U 253 R 6904 Parke East Blvd. `` \ \ G E N 5'A I, . *. --� •• Tampa, FL 33610 ,` ♦� . - -, Jt Brg Size Required "• A 2.5" 1.5" REFER TO ONLINE PLUS GENERAL .` * : ,' No 53681 -: a * a D 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. r ■ LC# 1 BCLS Loading = / , C ". _ Dur Fctrs - Lbr 1.33 Plt 1.33 NOTES: J s !` - plf - Dead Live* From To Trusses Manufactured by: i S TAT E O F : Li/ • TC V 14 60 0.0' 18.4' Allstar r . �/•: BC V 20 0 0.0' 18.4' Analysis Conforms To: %� QP;• \` � ~ BC V 20 20 1.0' 9.5' FBC2007 4, �Sl R ∎ BC V 0 40 1.5' 7.8' TPI 2002 'j 8! ...••� \ `0' Plus 6 Wind Load Case(s) OH 2.0 '� • H n ```O% Plus 1 UBC LL Load Case(s) This truss has been designed Plus 1 DL Load Case(s) for 20.0 psf LL on the B.C. in areas where a rectangle FL Cert. 6634 Membr CSI P Lbs Axl- CSI -Bnd 3- 6- 0 tall by Top Chords 2- 0- 0 wide Online Plus"" © Copyright MTeh611996 -2010 Verson 27 0.006 Engineering - Portrait 10118/2010 3:20:27 PM Page 1 October 19,201 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H9 1 SP 180412 8 0 1- 4 -12 T3903140 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 11 -8 -11 HO 1 -6 -8 N 1" V TCI 3 -1 -8 I 8 -2 -9 1 13 -3 -11 1 18 -4 -12 I ' 3x4= 4x4= B C r1■WWMW 3x4.z. G �B 11 -8 -11 ,� y 5 x6* H SPL 2x3 I A ss 2x3 ll s F Si B � D 3x8= 3x4= 3x4= 1 3x4 W:208 W:412 R. 954 R:1036 U: 632 U. 229 BC 2 -11 -12 1 1U -9 -2 1 18 -4 -12 18 -4 -12 9 ALL PLATES ARE MT2020 Scale: 0.181" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 198.6 LBS Online Plus -- Version 27.0.006 E -D 0.47 765 T 0.12 0.35 2- 0- 0 wide RUN DATE: 18- OCT -10 Webs will fit between the B.C. A -B 0.60 980 C 1 Br and any other member. CSI -Size- - - -- Lumber - - -- B -F 0.37 915 T 1 Br Design checked for 10 psf non - TC 0.31 2x 4 SP - #2 F -C 0.09 197 T 1 Br concurrent LL on BC. BC 0.47 2x 4 SP - #2 F -G 0.26 609 C 1 Br No wind exposure on left end. WB 0.80 2x 4 SP - #3 G -E 0.31 439 T Wind Loads - ANSI / ASCE 7 -05 E -H 0.09 373 T Truss is designed as a Main Brace truss as follows: H -D 0.80 1046 C Wind -Force Resistance System. O.C. From To D -I 0.06 272 C WindLd Wind Speed: 120 mph TC Cont. 0- 0- 0 18- 4 -12 Mean Roof Height: 19 -6 BC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.18" in F - L/999 Exposure Category: C One Continuous Lateral Brace LL Defl -0.11" in F -E L/999 Occupancy Factor : 1.00 A -B B -F F -C F -G Shear // Grain in C -G 0.21 Building Type: Enclosed Attach CLB with (2) -10d nails Zone location: Exterior at each web. Plates for each ply each face. TC Dead Load : 5.0 psf Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT2H 20 Ga, Gross Area Max comp. force 1046 Lbs TC 7.0 30.0 Jt Type Plt Size X Y JSI Max tens. force 915 Lbs BC 10.0 0.0 B MT20 3.Ox 4.0 Ctr Ctr 0.75 Connector Plate Fabrication TC +BC 17.0 30.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% Total 47.0 Spacing 24.0" G MT20 3.Ox 4.0 Ctr Ctr 0.47 This truss is designed for a Lumber Duration Factor 1.33 H MT20 5.Ox 6.0 0.3 0.5 0.61 creep factor of 1.5 which Plate Duration Factor 1.33 I MT20 2.Ox 3.0 Ctr Ctr 0.42 is used to calculate total TC Fb =1.15 Fc =1.10 Ft =1.10 A MT20 2.Ox 3.0 Ctr Ctr 0.76 load deflection. BC Fb =1.10 Fc =1.10 Ft =1.10 F MT20 3.Ox 8.0 -1.0 Ctr 0.76 S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 Total Load Reactions (Lbs) E MT20 3.Ox 4.0 Ctr Ctr 0.39 A Jt D954 U632fU H702 R D MT20 3.Ox 4.0 Ctr Ctr 0.62 t', S. l D 1037 230 U 255 R M1 Inc. `` , 1 G �1^. G C.F.� • . ■ , ∎ Jt Brg Size Required 6904 Parke East Blvd. : �\ a" N.,s 3 � • .. 6 . 1 . A 2.5" 1.5" Tampa, FL 33610 0.. D 4.8" 1.5" - No 53681 REFER TO ONLINE PLUS GENERAL �' * . ` 1 •. 7k a ■ Plus 6 Wind Load Case(s) NOTES AND SYMBOLS SHEET FOR r I -1 r ■ Plus 1 UBC LL Load Case(s) ADDITIONAL SPECIFICATIONS. , f • ' Plus 1 BC LL Load Case(s) : /i' . Plus 1 DL Load Case(s) NOTES: iPi STATE OF . Membr CSI P Lbs Axl-CSI-Bnd Trusses Allstaranufactured by: �Cj� / Q'.' .. . .Z . Top Chords Analysis Conforms To: �I t` < o R ■ , • • C -G 0.30 280 C 0.00 0.30 TPI '' '1 / NA,. � , ` G -H 0.31 823 C 0.03 0.28 OH Loading i H -I 0.30 138 T 0.02 0.28 Soffit psf 2.0 Bottom Chords This truss has been designed A -F 0.28 701 T 0.00 0.28 for 20.0 psf LL on the B.C. FL Cert. 6634 F -S1 0.40 553 T 0.08 0.32 in areas where a rectangle S1 -E 0.43 553 T 0.03 0.40 3- 6- 0 tall by Online Plus'" 0 Copyright MiTeka 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:28 PM Page 1 October 19,201 0 Job Mark Quan Type Span Pl -H1 Left OH Right OH Engineering 072610A -REV H10 1 SP 180412 8 0 1- 4 -12 T3903141 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 10 -4 -11 HO 1 -6 -8 N rl C TCI 5 -1 -8 I 11 -7 -6 I 18 -4 -12 i ' 3x4 = 4x4= B C ;s 8 N x6 � G SPL 10 -4 -11 ; 3x4 ,� H a' A a1 2x3' I P S1 8 " D 3x8 = 3x4 = 3x4 = n 2x311 W:208 W:412 R: 999 R:1031 U: 581 U: 280 BC 4 -11 -12 1 11 -9 -2 I 18 -4 -12 18 -4 -12 9 ALL PLATES ARE MT2020 Scale: 0.198" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 175.7 LBS Online Plus -- Version 27.0.006 E -D 0.28 199 T 0.00 0.28 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -B 0.43 895 C 1 Br Design checked for 10 psf non - CSI -Size- - - -- Lumber - - -- B -F 0.31 813 T 1 Br concurrent LL on BC. TC 0.60 2x 4 SP - #2 F -C 0.09 239 T 1 Br No wind exposure on left end. BC 0.33 2x 4 SP - #2 F -G 0.20 549 C 1 Br Wind Loads - ANSI / ASCE 7 -05 WB 0.43 2x 4 SP - #3 E -G 0.05 219 T Truss is designed as a Main E -H 0.23 789 T Wind -Force Resistance System. Brace truss as follows: D -H 0.14 980 C WindLd Wind Speed: 120 mph O.C. From To Mean Roof Height: 19 -6 TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.11" in F -E L/999 BC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.06" in F -E L/999 Exposure Category: C / Occupancy Factor 1.00 One Continuous Lateral Brace Shear // Grain in G -H 0.29 Building Type: Enclosed A -B B -F F -C F -G Zone location: Exterior Attach CLB with (2) -10d nails Plates for each ply each face. TC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Plate - MT2H 20 Ga, Gross Area Max comp. force 980 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 813 Lbs TC 7.0 30.0 B MT20 3.Ox 4.0 Ctr Ctr 0.62 Connector Plate Fabrication BC 10.0 0.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% TC +BC 17.0 30.0 G MT20 5.Ox 6.0 0.3 0.5 0.46 This truss is designed for a Total 47.0 Spacing 24.0" H MT20 3.Ox 4.0 Ctr Ctr 0.82 creep factor of 1.5 which Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.66 is used to calculate total Plate Duration Factor 1.33 F MT20 3.Ox 8.0 Ctr Ctr 0.57 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.41 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 4.0 1.2 0.2 0.68 D MT20 2.Ox 3.0 Ctr Ctr 0.39 ,�� Jt REVIEWED BY: , ' C \%. t 1E• I1!!lJ , A 1000 582 U 619 R MiTek Industries, Inc. ,, '�/ 9 � �, D 1031 280 U 231 R 6904 Parke East Blvd. ,� Tampa, FL 33610 : ��G• t • ` . ; E N `S Jt Brg Size Required ,r • A 2.5" 1.5" REFER TO ONLINE PLUS GENERAL No 53681 •. D 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR :Y* * M ADDITIONAL SPECIFICATIONS. 6 Wind Load Case(s) , 7 Plus 1 UBC LL Load Case(s) NOTES: � �- , + Plus 1 BC LL Load Case(s) Trusses Manufactured by: i : STATE ,O F Plus 1 DL Load Case(s) Allstar i G ' 4 4 Analysis Conforms To: �i'� •' / Q;• " �� Membr CSI P Lbs Axl- CSI -Bnd FBC2007 �� O R �� , Top Chords TPI 2002 �Ii S/ t�� C • -G 0.60 443 C 0.00 0.60 OH 'i 2.0 �� i1 Al `' >> G -H 0.60 900 C 0.00 0.60 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A -F 0.19 618 T 0.00 0.19 in areas where a rectangle FL Cert. 6634 F -S1 0.31 773 T 0.12 0.19 3- 6- 0 tall by S1 -E 0.33 773 T 0.05 0.28 2- 0- 0 wide 1 Online Plus^" 0 Copyright MiTeke 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/20103:20:28 PM Page 1 October 19, 0 Job Mark Quay Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H11 1 SP 180412 8 0 1- 4 -12 T3903142 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 9 -0 -11 HO 1 -6 -8 m V. TCI 7 -1 -8 12 -7 -6 1 18 -4 -12 I"' 3x4 = 4x4 B C Irommommommilmommommom 3x4�� G 9 -0 -11 �I 3 A 2x3 II F S1 E D 3x8= 3x4- 3x4= 2x3 W:208 W:412 R: 994 R: 990 U: 506 U: 413 BC 6 -11 -12 1 12 -9 -2 1 18 -4 -12 18 -4 -12 B. ALL PLATES ARE MT2020 Scale: 0.203" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 164.3 LBS Online Plus -- Version 27.0.006 E -D 0.17 291 T 0.00 0.17 will fit between the B.C. RUN DATE: 18- OCT -10 Webs and any other member. A -B 0.83 841 C WindLd 1 Br Size- Lumber - - -- Lumber B -F 0.91 765 T Design checked for 10 psf non- CSI -Size- concurrent LL on BC. TC 0.61 2x 4 SP - #2 F -C 0.07 279 T 1 Br Wind Loads - ANSI / ASCE 7 -05 BC 0.38 2x 4 SP - #2 F -G 0.33 363 T Truss is designed as a Main WB 0.91 2x 4 SP - #3 E -G 0.03 136 T Wind -Force Resistance System. E -H 0.22 741 T Wind Speed: 120 mph Brace truss as follows: D -H 0.14 938 C WindLd Mean Roof Height: 19 -6 O.C. From To Exposure Category: C TC Cont. 0- 0- 0 18- 4 -12 TL Defl -0.17" in A -F L/999 Occupancy Factor : 1.00 BC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.09" in A -F L/999 Building Type: Enclosed One Continuous Lateral Brace Shear // Grain in B -C 0.33 Zone location: Exterior A -B F -C TC Dead Load : 5.0 psf Attach CLB with (2) -10d nails Plates for each ply each face. BC Dead Load : 5.0 psf at each web. Plate - MT20 20 Ga, Gross Area Max comp. force 938 Lbs Plate - MT2H 20 Ga, Gross Area Max tens. force 765 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Connector Plate Fabrication TC 7.0 30.0 B MT20 3.Ox 4.0 Ctr Ctr 0.56 Tolerance = 20% BC 10.0 0.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 This truss is designed for a TC +BC 17.0 30.0 G MT20 3.Ox 4.0 Ctr Ctr 0.50 creep factor of 1.5 which Total 47.0 Spacing 24.0" H MT20 3.Ox 4.0 Ctr Ctr 0.78 is used to calculate total Lumber Duration Factor 1.33 A MT20 2.Ox 3.0 Ctr Ctr 0.56 load deflection. Plate Duration Factor 1.33 F MT20 3.Ox 8.0 Ctr Ctr 0.50 TC Fb =1.15 Fc =1.10 Ft =1.10 S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 BC Fb =1.10 Fc =1.10 Ft =1.10 E MT20 3.Ox 4.0 1.2 0.2 0.66 D MT20 2.Ox 3.0 Ctr Ctr 0.46 ns (Lbs) Tota l REVIEWED BY: ♦�' ', , 1S 11Jl A 994 507 U 578 R MiTek Industries, Inc. �� {�y... S. V/ l D 990 414 U 323 R 6904 Parke East Blvd. `, ' 9...• C E N ` 5' • q 0 � � 0 Tampa, FL 33610 . . �, •. • 0 .. • Jt Brg Size Required • A 2.5" 1.5" REFER TO ONLINE PLUS GENERAL "" NO 53681 ," D 4.8" 1.5" NOTES AND SYMBOLS SHEET FOR `•' * . t ) • • * w ADDITIONAL SPECIFICATIONS. ; J Plus 6 Wind Load Case(s) / Plus 1 UBC LL Load Case(s) NOTES: � Plus 1 BC LL Load Case(s) Trusses Manufactured by: i5 • •, STATE OF • �� Plus 1 DL Load Cases) Allstar i �44/ Analysis Conforms To: %T ••• Z © P •• \ ` :� M CSI P Lbs Axl- CSI -Bnd FBC2007 ��1 •••. 0 R . % B -C 0.61 Top 470 00 0.61 T Load PI ,'1, ' d r% i 02 C -G 0.42 572 C 0.04 0.38 Soffit psf 2.0 j � 1 1 1 111 %1� 1* t� G -H 0.43 845 C 0.05 0.38 This truss has been designed Bottom Chords for 20.0 psf LL on the B.C. A -F 0.36 454 T 0.00 0.36 in areas where a rectangle FL Cert. 6634 F -S1 0.38 721 T 0.11 0.27 3- 6- 0 tall by S1 -E 0.22 721 T 0.05 0.17 2- 0- 0 wide Online Plus" C Copyright MiTekS 1996 -2010 Verson 27.0.006 Engineering - Portra2 10/18/2010 3:20:29 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H12 1 SP 180412 8 0 1- 4 -12 T3903143 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 7 -8 -11 HO 1 -6 -8 TCI 4 -6 -12 I 9 -1 -8 I 13 -9 -2 1 18 -4 -12 1104121 2 x 3 11 3x4= 4x4= B H C r 8 3x�� I 7 -8 -11 1 Adilhk A D 3x4: ' 3x4= F SPL 4x10 = ri W:208 W:412 R: 985 R:1013 U: 504 U: 426 BC 8 -11 -12 I 18 -4 -12 •8 18 -4 -12 B ALL PLATES ARE MT2020 Scale: 0.262" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 159.6 LBS Online Plus -- Version 27.0.006 Webs Design checked for 10 psf non- RUN DATE: 18- OCT -10 A -B 0.53 138 C WindLd concurrent LL on BC. A -H 0.30 827 C 1 Br Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- H -F 0.14 379 T Truss is designed as a Main TC 0.31 2x 4 SP - #2 F -C 0.04 174 T Wind -Force Resistance System. BC 0.68 2x 4 SP - #2 F -I 0.10 317 T Wind Speed: 120 mph WB 0.66 2x 4 SP - #3 I -D 0.66 1007 C Mean Roof Height: 19 -6 D -J 0.05 254 C WindLd Exposure Category: C Brace truss as follows: Occupancy Factor : 1.00 O.C. From To TL Defl -0.36" in F -D L/598 Building Type: Enclosed TC Cont. 0- 0- 0 18- 4 -12 LL Defl -0.19" in A -F L/999 Zone location: Exterior BC Cont. 0- 0- 0 18- 4 -12 Shear // Grain in A -F 0.25 TC Dead Load : 5.0 psf One Continuous Lateral Brace BC Dead Load : 5.0 psf A -H Plates for each ply each face. Max comp. force 1007 Lbs Attach CLB with (2) -10d nails Plate - MT20 20 Ga, Gross Area Max tens. force 726 Lbs at each web. Plate - MT2H 20 Ga, Gross Area Connector Plate Fabrication Jt Type Plt Size X Y JSI Tolerance = 20% psf -Ld Dead Live B MT20 2.Ox 3.0 Ctr Ctr 0.42 This truss is designed for a TC 7.0 30.0 H MT20 3.Ox 4.0 Ctr Ctr 0.37 creep factor of 1.5 which BC 10.0 0.0 C MT20 4.Ox 4.0 Ctr Ctr 0.58 is used to calculate total TC +BC 17.0 30.0 I MT20 3.Ox 4.0 0.4 -0.3 0.71 load deflection. Total 47.0 Spacing 24.0" J MT20 2.Ox 3.0 Ctr Ctr 0.42 Lumber Duration Factor 1.33 A MT20 3.Ox 4.0 Ctr Ctr 0.30 Plate Duration Factor 1.33 F MT20 4.0x10.0- 1.5 -1.0 0.51 TC Fb =1.15 Fc =1.10 Ft =1.10 D MT20 3.Ox 4.0 Ctr Ctr 0.59 BC Fb =1.10 Fc =1.10 Ft =1.10 REVIEWED BY: Total Load Reactions (Lbs) MiTek Industries, Inc. j 1ti111 11 i tJ �� Jt Down Uplift Horiz- 6904 Parke East Blvd. `1 f S. ,' / J , A 985 504 U 487 R Tampa, FL 33610 , , \'' Mme! • D 1013 427 U 276 R ,� G REFER TO ONLINE PLUS GENERAL ••,..\� ••\•. E `S •... �, Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR � -'., A 2.5" 1.5" ADDITIONAL SPECIFICATIONS. .••, : , l No 53681 . D 4.8" 1.5" ^►��C • 1 NOTES: r ,` ■ Plus 6 Wind Load case(s) Trusses Manufactured by: 1 * / ■ Pl 1 UBC LL Load Case(s) Allstar :�' x * Plus 1 BC LL Load Cases) Analysis Conforms To: m +•5 ) STATE OF .• ( d /•► Plus 1 DL Load Case(s) FBC2007 i• G �/ Membr CSI P Lbs Axl- CSI -Bnd OH TPI ' �I 0 � < ...... O R, Top Chords Soffit psf 2.0 I v . 0 v > S B -H 0.27 172 C 0.00 0.27 This truss has been designed �/ A; , 1 0 H -C 0.27 616 C 0.00 0.27 for 20.0 psf LL on the B.C. C -I 0.31 753 C 0.05 0.26 in areas where a rectangle I -J 0.27 126 T 0.01 0.26 3- 6- 0 tall by FL Cert. 6634 Bottom Chords 2- 0- 0 wide A -F 0.66 422 T 0.02 0.64 will fit between the B.C. . F -D 0.68 726 T 0.04 0.64 and any other member. Online Plus.' C Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:29 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H13 1 TR 180412 8 0 0 T3903144 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -3 -13 HO 1 -2 -5 W e. e' o3 VI N V VI 0 0 0 0 0 0 0 0 ri ri ri r-1 VI I-1 HI ri rl 0 0 ri 0 0 o 0 0 0 ri m ' N 0 TC I ri 1 m 15 I N I o' 1 ri I '-' 1 '-' I r . ' I r . ' 4x4= Refer to general detail 3 series B 3x4;... for web wind bracing and plating. 3x4%, AA 8 Z 2x3 2x3 11 BB 2x3,- � 2x3i� 3x4� 2 3 3x4.. : 7 -4 -10 i 2x3 2x3 11W DD 2x311 bib: (+) L V U T S E R 0 P N 2x311 2x311 2x311 3x4 = 2x311 4x8 = 2 x 3 11 Q 2x311 2x311 2x311 n SPL 3x4= ' W:208 W:108 R: 697 R: 92 U: 334 U: 77 BC 11 1 1 19 1 I I I I sr sr sr co O O O O V' o o sr co ri .-I ri r4 o r-I O O O H O 0 O ri 0 0 0 0 0 m 10 'O O 0 0 0 0 ri m W r` CO ri ' ri rl rl ri 18 -4 -12 p ALL PLATES ARE MT2020 Scale: 0.169" =1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 193.3 LBS Online Plus -- Version 27.0.006 0 -P 0.27 259 T 0.00 0.27 FBC2007 RUN DATE: 18- OCT -10 P -N 0.04 259 T 0.00 0.04 TPI 2002 Webs This truss has been designed CSI -Size- - - -- Lumber - - -- L -K 0.04 322 C WindLd for 20.0 her LL on the B.C. TC 0.93 2x 4 SP - #1D V -W 0.02 85 T in areas where a rectangle -- 0.24 2x 4 SP - #2 ( +) U -X 0.13 629 C 3- 6- 0 tall by B -M X -T 0.26 887 T 2- 0- 0 wide BC 0.82 2x 4 SP -SS T -Y 0.14 405 C will fit between the B.C. -- 0.28 2x 4 SP - #2 S -Z 0.08 217 T and any other member. E -N Z -E 0.29 447 C Design checked for 10 psf non- WB 0.35 2x 4 SP - #3 E -B 0.35 404 C concurrent LL on BC. E -AA 0.08 195 T Wind Loads - ANSI / ASCE 7 -05 Brace truss as follows: R -AA 0.09 157 C O.C. From To Q -BB 0.09 272 C Truss is designed as a Main TC Cont. 0- 0- 0 18- 4 -12 Q -CC 0.15 518 T Wind-Force Resistance System. Wind Speed: 160 mph BC Cont. 0- 0- 0 18- 4 -12 0 -CC 0.17 836 C Mean Roof Height: 19 -6 P -DD Exposure Category: C psf -Ld Dead Live N -M 0.01 65 T WindLd TC 7.0 30.0 Buildangy Factor 1.00 Building Type: Exterior BC 10.0 0.0 TL Defl -0.90" in U -T L/193 Zone location: Exterior TC +BC 17.0 30.0 LL Defl -0.49" in U -T L/355 TC Dead Load : 5.0 psf Total 47.0 Spacing 24.0" Shear // Grain in U -T 0.52 BC Dead Load : 5.0 psf Lumber Duration Factor 1.33 Max comp. force 836 Lbs Plate Duration Factor 1.33 Plates for each ply each face. Max tens. force 887 Lbs TC Fb "1.15 Fc -1.10 Ft -1.10 Plate - MT20 20 Ga, Grose Area Connector Plate Fabrication BC Fb -1.10 Fc -1.10 Ft -1.10 Plate - MT2H 20 Ga, Gross Area Tolerance - 20% Jt Type Plt Size X Y JSI This truss is designed for a Total Load Reactions (Lbs) K MT20 2.Ox 3.0 Ctr Ctr 0.41 creep factor of 1.5 which Jt Down Uplift Horiz- W MT20 2.Ox 3.0 Ctr Ctr 0.38 is used to calculate total L 697 334 U 287 R X MT20 3.Ox 4.0 Ctr Ctr 0.65 load deflection. N 1032 472 U Y MT20 2.Ox 3.0 Ctr Ctr 0.43 N 93 77 U 282 R Z MT20 3.Ox 4.0 Ctr Ctr 0.50 B MT20 4.Ox 4.0 Ctr Ctr 0.42 Jt Brg Size Required AA MT20 3.Ox 4.0 Ctr Ctr 0.50 L 2.5" 1.5" BB MT20 2.Ox 3.0 Ctr Ctr 0.37 `t flUI� + N 43.8" 177 " -to- 221" CC MT20 3.Ox 4.0 Ctr Ctr 0.58 ,�� N 1.5" 1.5" DD MT20 2.Ox 3.0 Ctr Ctr 0.36 ♦ ♦ ♦ 0 P t' S • �J , , M MT20 2.Ox 3.0 Ctr Ctr 0.38 Plus 6 Wind Load Case(s) L MT20 2.Ox 3.0 Ctr Ctr 0.42 (�) /''� Plus 1 UBC LL Load Case(s) V MT20 2.Ox 3.0 Ctr Ctr 0.46 ` ,♦ \" •• C N S ' � �� Plus 1 DL Load Case(s) U MT20 2.Ox 3.0 Ctr Ctr 0.46 . ••• \'‘ •• V_ „� T MT20 3.0x 4.0 Ctr Ctr 0.67 % s. Membr CSI P Lbs Axl- CSI -Bnd S MT20 2.Ox 3.0 Ctr Ctr 0.46 � - "`:• No 53681 • : . Top Chords E MT20 4.Ox 8.0- 1.0 -1.0 0.59 • ",i * * r K -W 0.33 153 C 0.00 0.33 R MT20 2.Ox 3.0 Ctr Ctr 0.46 no W -X 0.93 170 T 0.00 0.93 Q MT20 3.Ox 4.0 Ctr Ctr 0.41 .� / X -Y 0.93 388 C 0.00 0.93 0 MT20 2.Ox 3.0 Ctr Ctr 0.46 / `- 4', . • CC em Y -Z 0.19 531 C 0.00 0.19 P MT20 2.Ox 3.0 Ctr Ctr 0.46 w .'. .. ,L� ? . � � Z -B 0.19 945 T 0.00 0.19 N 96T20 2.Ox 3.0 Ctr Ctr 0.40 G�'., STATE OF :IQ.. B -AA 0.17 417 T 0.00 0.17 AA -BB 0.24 407 C 0.00 0.24 REVIEWED BY: / ‘)...•. BB -CC 0.24 338 C 0.00 0.24 MiTek Industries, Inc. � I, c<\ o / C , \ s I CC -DD 0.24 106 T 0.01 0.23 6904 Parke East B I� ' • R , • ♦ ♦ Tampa, i� DD -M 0.02 52 T 0.00 0.02 T a, FL 33610 '• •• • V' Bottom Chords ♦ ♦ S L -V 0.32 260 T 0.00 0.32 REFER TO ONLINE PLUS GENERAL '��,,� N A� ',` % ♦♦ ✓ -U 0.82 260 T 0.00 0.82 NOTES AND SYMBOLS SHEET FOR U -T 0.82 260 T 0.00 0.82 ADDITIONAL SPECIFICATIONS. T -S 0.16 485 T 0.03 0.13 E -E 0.16 485 T 0.03 0.13 NOTES: FL Cert. 6634 E -R 0.26 283 T 0.04 0.22 Trusses Manufactured by: R -Q 0.28 283 T 0.04 0.24 Allstar Q -0 0.27 259 T 0.00 0.27 Analysis Conforms To: Online Plus*" © Copyright Weld 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:30 PM Page 1 October 19,201 Jab Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV H14 1 FLAT 40600 30000 0 0 T3903145 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -0 -0 HO 3 -0 -0 TC1 4 -6 -0 2x3= 2x3 I I A B 0 0 3 -0 -0 D C 2x311 0 0 2x3= W:308 W:508 R:1222 R:1222 U: 726 U: 726 BC 4 -6 -0 6 4 -6 -0 (s- ALL PLATES ARE MT2020 Scale: 0.527" = 1' MiTek" Online Plus' APPROX. TRUSS WEIGHT: 38.0 LBS Online Plus -- Version 27.0.006 D -C 0.94 117 T 0.00 0.94 installed upside -down. RUN DATE: 18- OCT -10 Webs Wind Loads - ANSI / ASCE 7 -05 D -A 0.07 182 T WindLd Truss is designed as a Main CSI -Size- - - -- Lumber - - -- A -C 0.03 86 T Wind -Force Resistance System. TC 0.29 2x 4 SP - #2 C -B 0.06 160 C WindLd Wind Speed: 120 mph BC 0.94 2x 6 SP - #2 Mean Roof Height: 19 -6 WB 0.07 2x 4 SP - #3 TL Defl -0.09" in D -C L/492 Exposure Category: C LL Defl -0.06" in D -C L/784 Occupancy Factor : 1.00 Brace truss as follows: Shear // Grain in D -C 0.77 Building Type: Enclosed O.C. From To Zone location: Exterior TC Cont. 0- 0- 0 4- 6- 0 Plates for each ply each face. TC Dead Load : 5.0 psf BC Cont. 0- 0- 0 4- 6- 0 Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf Plate - MT2H 20 Ga, Gross Area Max comp. force 160 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 182 Lbs TC 7.0 30.0 A MT20 2.Ox 3.0 Ctr Ctr 0.33 Connector Plate Fabrication BC 10.0 0.0 B MT20 2.Ox 3.0 Ctr Ctr 0.17 Tolerance = 20% TC +BC 17.0 30.0 D MT20 2.Ox 3.0 Ctr Ctr 0.22 This truss is designed for a Total 47.0 Spacing 24.0" C MT20 2.Ox 3.0 Ctr Ctr 0.33 creep factor of 1.5 which Lumber Duration Factor 1.33 is used to calculate total Plate Duration Factor 1.33 REVIEWED BY: load deflection. TC Fb =1.00 Fc =1.00 Ft =1.00 MiTek Industries, Inc. BC Fb =1.00 Fc =1.00 Ft =1.00 6904 Parke East Blvd. Tampa, FL 33610 Total Load Reactions (Lbs) Jt Down Uplift Horiz- REFER TO ONLINE PLUS GENERAL D 1222 726 U 154 R NOTES AND SYMBOLS SHEET FOR W111111 C 1222 726 U 154 R ADDITIONAL SPECIFICATIONS. ♦� S 11I� I Jt Brg Size Required NOTES: N, 0 ..... C E N • • . , °i D 3.5" 1.5" Trusses Manufactured by: 1�\ • •• ' �\ S k , .. /© s C 5.5" 1.5" Allstar „• r Analysis Conforms To: -- � No 53681 • LC# 1 Standard Loading FBC2007 * • t •; Dur Fctrs - Lbr 1.33 Plt 1.33 TPI 2002 r• plf - Dead Live* From To This truss has been designed ' - '3 a% s , TC V 14 60 -0.1' 4.4' for 20.0 psf LL on the B.C. �•`� BC V 20 0 -0.1' 4.4' in areas where a rectangle 0 . • STAT 4/ r ■ BC V 170 300 -0.1' 4.4' 3- 6- 0 tall by r , • , � Plus 6 2- 0- 0 wide � i, 0 R :0: v •• s Load c � � ', s s / ON A� •:` � , Plus 1 UBC LL Load Case(s) and any other member. ■ Plus 1 DL Load Case(s) Design checked for 10 psf non- '11111111111111, concurrent LL on BC. Membr CSI P Lbs Axl- CSI -Bnd Provide drainage to prevent Top Chords water ponding. FL Cert. 6634 A -B 0.29 56 C 0.00 0.29 This truss must be installed Bottom Chords as shown. It cannot be October 19,2 �f Online Plus *" © Copyright MReI� 1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:30 PM Page 1 01 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PA1 9 PIGGY 70901 8 0 0 T3903146 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH TCI 9 -5 1 3 -10 -9 1 6 -11 -12 17 -9 -1 4x4= B 8 V 2 -7 -1 2 -5 -4 3x4= 3x4= F E D il 2x3 H a � ` 7 ?fir .ti E % Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 9 -5 I 3 -1 -3 6 - 2 - 7 16 - 11 - 12 7 -9 -1 B ALL PLATES ARE MT2020 Scale: 0686"=1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 32.7 LBS Online Plus -- Version 27.0.006 TC Dead Load : 5.0 psf RUN DATE: 18- OCT -10 Plates for each ply each face. BC Dead Load : 5.0 psf Plate - MT20 20 Ga, Gross Area Max comp. force 165 Lbs CSI -Size- - - -- Lumber - - -- Plate - MT2H 20 Ga, Gross Area Max tens. force 141 Lbs TC 0.07 2x 4 SP - #2 Jt Type Plt Size X Y JSI Connector Plate Fabrication BC 0.05 2x 4 SP - #2 F MT20 3.Ox 4.0 Ctr Ctr 0.49 Tolerance = 20% WB 0.00 2x 4 SP - #3 B MT20 4.Ox 4.0 Ctr Ctr 0.42 This truss is designed for a E MT20 3.Ox 4.0 Ctr Ctr 0.49 creep factor of 1.5 which Brace truss as follows: D MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total O.C. From To load deflection. TC Cont. 0- 0- 0 7- 9- 1 REVIEWED BY: BC Cont. 0- 0- 0 7- 9- 1 MiTek Industries, Inc. 6904 Parke East Blvd. psf -Ld Dead Live Tampa, FL 33610 TC 7.0 30.0 BC 10.0 0.0 REFER TO ONLINE PLUS GENERAL TC +BC 17.0 30.0 NOTES AND SYMBOLS SHEET FOR Total 47.0 Spacing 24.0" ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.33 Plate Duration Factor 1.33 NOTES: TC Fb =1.15 Fc =1.10 Ft =1.10 Trusses Manufactured by: BC Fb =1.10 Fc =1.10 Ft =1.10 Allstar Analysis Conforms To: Total Load Reactions (Lbs) FBC2007 Jt Down Uplift Horiz- TPI 2002 F 585 292 U 74 R OH Loading oiii Soffit psf 2.0 ♦ ‘t ♦ Jt Brg Size Required 74" This truss has been designed ♦ ♦%% l>, L S• / � i # F 74.4" 0 " -to- 74 for 20.0 psf LL on the B.C. ♦ \ E C - in areas where a rectangle .• ••s, - 'e � 1• Plus 6 Wind Load Case(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) 2- 0- 0 wide • -" -:- No 53681 �, •- Plus 1 DL Load Case(s) will fit between the B.C. '* : and any other Membr CSI P Lbs Axl- CSI -Bnd Design checkedfor member. 10psf non - ) ! T op Chords concurrent LL on .e. F -B 0.07 165 C 0.01 0.06 Refer to Gen Det 3 series for ?• STATE OF : � B 0 . -E 0.07 165 C 0.01 0.06 web bracing and plating. 4,. " Bottom Chords 0.00 0.05 Truss Lads - ANSI / ASCE °, , ` S '• < • 0 . \ O P' • -• %∎ F -D 0 05 • D -E 0.05 WebsT 0.00 0.05 W Wind ind-F 120tmph 1'/, N Al- E t `� to em. D -B 0.00 31 C Mean Roof Height: 19 -6 Exposure Category: C TL Defl 0.00" in D -E L/999 Occupancy Factor : 1.00 FL Cert. 6634 LL Defl 0.00" in D -E L/999 Building Type: Enclosed , Shear // Grain in F -B 0.10 Zone location: Exterior Online Plus'" O Copyright MiTek® 1996-2010 Version 27.0.006 Engineering - Portrait 10/16/2010 3:20:30 PM Page 1 October 19 r201 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering • 072610A -REV PC1 1 SP 41012 8 9- 2 0 T3903147 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -2 -6 TCI 9 -2 1 1 -2 -14 1 4 -1 -10 8 p rr- 4x4= 2x311 B C a O El 1 -4 -0 2x3= 1 -2 -6 A s r E �x3 11 2 x311 Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 1 1 -6 -6 1 4 -1 -10 4 -10 -12 B ALL PLATES ARE MT2020 Scale: 0.787" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 20.1 LBS Online Plus -- Version 27.0.006 Shear // Grain in B -C 0.12 Building Type: Enclosed RUN DATE: 18- OCT -10 Zone location: Exterior Plates for each ply each face. TC Dead Load : 5.0 psf CSI -Size- - - -- Lumber - - -- Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf TC 0.06 2x 4 SP - #2 Plate - MT2H 20 Ga, Gross Area Max comp. force 123 Lbs BC 0.03 2x 4 SP - #2 Jt Type Plt Size X Y JSI Max tens. force 106 Lbs WB 0.10 2x 4 SP - #3 A MT20 2.Ox 3.0 Ctr Ctr 0.69 Connector Plate Fabrication B MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% Brace truss as follows: C MT20 2.Ox 3.0 Ctr Ctr 0.17 This truss is designed for a O.C. From To E MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which TC Cont. 0- 0- 0 4 -10 -12 D MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total BC Cont. 0- 0- 0 4 -10 -12 load deflection. REVIEWED BY: psf -Ld Dead Live MiTek Industries, Inc. TC 7.0 30.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC +BC 17.0 30.0 Total 47.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.33 ADDITIONAL SPECIFICATIONS. TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: Trusses Manufactured by: Total Load Reactions (Lbs) Allstar Jt Down Uplift Horiz- Analysis Conforms To: A 390 191 U 56 R FBC2007 TPI 2002 ` { { { {{t111/li1 Jt Brg Size Required OH Loading ♦, �G NO_ S A, ' A, ,, ♦ A 49.6" 0 " -to- 50" Soffit psf 2.0 ♦ [ G n • This truss has been designed ` � \ � • "\,� E N ` fi * .. / 6 � � Plus 6 Wind Load Case(s) for 20.0 psf LL on the B.C. a. • Plus 1 UBC LL Load Case(s) in areas where a rectangle '`. - No 53681 Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Membr CSI P Lbs Axl- CSI -Bnd will fit between the S.C. ; - : 4,,-47 ' ;.._ , Top Chords and any other member. •..' STATE OF : i J A -B 0.00 33 C Design checked for 10 psf non- ® • .: ,,'- I. B -C 0.06 43 C 0.00 0.06 concurrent LL on BC. ♦ T "• j Q• . ♦ _ ♦ Bottom Chords Refer to Gen Det 3 series for '4, •• L ".• ,\C, 0 R \ '• \ ♦• A -E 0.02 1 T 0.00 0.02 web bracing and plating. •j S `�♦ E -D 0.03 Webs T 0.00 0.03 Wind Load design asAaCMain05 � i'1 . jLI { NA' ` , �� E -B 0.04 123 C 0.02 0.02 Wind -Force Resistance System. D -C 0.10 111 C 0.00 0.10 Wind Speed: 120 mph Mean Roof Height: 19 -6 FL Cert. 6634 TL Defl 0.00" in E -D L/999 Exposure Category: C , LL Defl 0.00" in E -D L/999 Occupancy Factor : 1.00 Online Plus 0 Copyright MRek ®19962010 Vers 27.0.006 Engineering - Portrait 10/18/2010 320:31 PM Page 1 October 19,2010 Job Mark Quan Type Span Pl -Hl Left OH Right OH Engineering 072610A -REV PC2 1 SP 41012 8 9- 2 0 T3903148 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 2 - - TCI 9 - 2 I 3 - 2 - 14 4 - 1 - 10 4x4_ 2x311 p � da 0 8 ` .t II 2 -8 -0 2 -6 -6 2x3 - A I E Olx3 11 2x3 11 Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC I 3 -6 -6 140110 B 4 -10 -12 B- ALL PLATES ARE MT2020 Scale: 0.644" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 25.9 LBS Online Plus -- Version 27.0.006 Shear // Grain in E - 0.11 Building Type: Enclosed RUN DATE: 18- OCT -10 Zone location: Exterior Plates for each ply each face. TC Dead Load : 5.0 psf CSI -Size- - - -- Lumber - - -- Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf TC 0.09 2x 4 SP - #2 Plate - MT2H 20 Ga, Gross Area Max comp. force 93 Lbs BC 0.08 2x 4 SP - #2 Jt Type Plt Size X Y JSI Max tens. force 76 Lbs WB 0.14 2x 4 SP - #3 A MT20 2.Ox 3.0 Ctr Ctr 0.69 Connector Plate Fabrication B MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% Brace truss as follows: C MT20 2.Ox 3.0 Ctr Ctr 0.17 This truss is designed for a O.C. From To E MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which TC Cont. 0- 0- 0 4 -10 -12 D MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total BC Cont. 0- 0- 0 4 -10 -12 load deflection. REVIEWED BY: psf -Ld Dead Live MiTek Industries, Inc. TC 7.0 30.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC +BC 17.0 30.0 Total 47.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.33 ADDITIONAL SPECIFICATIONS. TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: Trusses Manufactured by: Total Load Reactions (Lbs) Allstar Jt Down Uplift Horiz- Analysis Conforms To: A 584 298 U 208 R FBC2007 TPI 2002 `, >> � 1111 i 111 / / / � 1, Jt Brg Size Required OH Loading '`� S . /� � � j ', • A 49.6" 0 " -to- 50" Soffit psf 2.0 This truss has been designed ; '► " � \. "��'� ..6 1 . Plus 6 Wind Load Case(s) for 20.0 psf LL on the B.C. ■ . Plus 1 UBC LL Load Case(s) in areas where a rectangle � r : No O 53681 681 Plus 1 DL Load Case(s) 3- 6 - 0 tall by � % •• 2- 0- 0 wide • 1. / - Membr CSI P Lbs Axl- CSI -Bnd will fit between the B.C. a'O.. • / 6 4 /S • Top Chords and any other member. � A -B 0.09 80 C 0.00 0.09 Design checked for 10 psf non- +� '' STATE OF 4(/ B -C 0.06 61 T 0.00 0.06 concurrent LL on BC. i � T • • f` � Bottom Chords Refer to Gen Det 3 series for # i, S4' 0 R \ ,-N P ' •• \ � A - 0.08 5 T 0.00 0.08 web bracing and plating. !j •••••.••' � ∎ ` E -D 0.06 26 C 0.00 0.06 Wind Loads - ANSI / ASCE 7 -05 it /ONA'.- � ♦ / ∎` Webs Truss is designed as a Main � 1/11111/ � 1 ,� E -B 0.14 76 T 0.00 0.14 Wind -Force Resistance System. D -C 0.12 93 C 0.00 0.12 Wind Speed: 120 mph Mean Roof Height: 19 -6 FL Cert. 6634 TL Defl -0.01" in A -E L/999 Exposure Category: C LL Defl 0.00" in A -E L/999 Occupancy Factor : 1.00 n 01 Online Plus. © Copyright MiTek ® 19962010 Version 27.0.000 Engineering - Portrait 10/18/2010 3:20.31 PM Page 1 October 19,2 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PE1 1 SP 20200 8 9- 2 0 T3903149 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 11 -0 TCI 9 -2 I 9 -14 11 -4 -14 I Refer to Gen. Det. 12 series for piggyback connection and top chord 8 lateral bracing requirements. 4x4= 2,011 B C II i 1 -0 -10 2x3= 1 Li A 11 -0 1x311 BC I 1 -4 -14 B 2 -2 -0 B- ALL PLATES ARE MT2020 Scale: 0849" =1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 8.0 LBS Online Plus -- Version 27.0.006 Wind Loads - ANSI / ASCE 7 -05 RUN DATE: 18- OCT -10 TL Defl 0.00" in A -D L/999 Truss is designed as a Main LL Defl 0.00" in A -D L/999 Wind -Force Resistance System. CSI -Size- - - -- Lumber - - -- Shear // Grain in A -B 0.03 Wind Speed: 120 mph TC 0.00 2x 4 SP - #2 Mean Roof Height: 19 -6 BC 0.01 2x 4 SP - #2 Plates for each ply each face. Exposure Category: C WB 0.00 2x 4 SP - #3 Plate - MT20 20 Ga, Gross Area Occupancy Factor : 1.00 Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed Brace truss as follows: Jt Type Plt Size X Y JSI Zone location: Exterior O.C. From To A MT20 2.Ox 3.0 Ctr Ctr 0.69 TC Dead Load : 5.0 psf TC Cont. 0- 0- 0 2- 2- 0 B MT20 4.Ox 4.0 Ctr -1.2 0.53 BC Dead Load : 5.0 psf BC Cont. 0- 0- 0 2- 2- 0 C MT20 2.Ox 3.0 Ctr Ctr 0.17 Max comp. force 41 Lbs D MT20 2.Ox 3.0 Ctr Ctr 0.17 Max tens. force 35 Lbs psf -Ld Dead Live Connector Plate Fabrication TC 7.0 30.0 REVIEWED BY: Tolerance = 20% BC 10.0 0.0 MiTek Industries, Inc. This truss is designed for a TC +BC 17.0 30.0 6904 Parke East Blvd. creep factor of 1.5 which Total 47.0 Spacing 24.0" Tampa, FL 33610 is used to calculate total Lumber Duration Factor 1.33 load deflection. Plate Duration Factor 1.33 REFER TO ONLINE PLUS GENERAL TC Fb =1.15 Fc =1.10 Ft =1.10 NOTES AND SYMBOLS SHEET FOR BC Fb =1.10 Fc =1.10 Ft =1.10 ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) NOTES: ` �>>�� t,t"f,ti l11 1 Jt Down Uplift Horiz- Trusses Manufactured by: 1% P . S ' 4f 1 1 A 133 71 U 36 R Allstar � \ C.) .• * E N S , •.. , �� ' Analysis Conforms To: •:4.%, • • N. k Jt Brg Size Required FBC2007 .. No 53681 A 16.9" 0 " -to- 17" TPI 2002 (4 ; ' . * w OH Loading - Plus 6 Wind Load Case(s) Soffit psf 2.0 " • Plus 1 UBC LL Load Case(s) This truss has been designed .� Plus 1 DL Load Case(s) for 20.0 psf LL on the B.C. 0'•. STATE OF : 4/; in areas where a rectangle ,. fi r .' Membr CSI P Lbs Axl- CSI -Bnd 3- 6- 0 tall by ' , 1 ` ` • < 0 . ` •.....••� P •.: `` \ • %∎ Top Chords 2- 0- 0 wide X 1 11 e/ { , l `‘ � A -B 0.00 12 C will fit between the B.C. 1r r r �NA� � G � ��1■ , B -C 0.00 8 C and any other member. Bottom Chords Design checked for 10 psf non - A -D 0.01 2 T 0.00 0.01 concurrent LL on BC. FL Cert. 6634 Webs Refer to Gen Det 3 series for D -C 0.00 41 C WindLd web bracing and plating. October 19,2010 Online PIUSTM © Copyright MITek®1996-2010 Version 27.0.006 Engineering - Portrait 10/18/2010 4:02:44 PM Page 1 Job Mark Quan Type Span Pi -Hl Left OH Right OH Engineering 072610A -REV PE2 18 PIGGY 70300 8 0 0 T3903150 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH TCI 9 - ( 3 -7 -8 1 6 -5 -11 1 7 - 3 -0 4x4= B 8 2 -5 -0 2 -3 -4 2x3 = 2x3= F E A r ` C D 0 2x3 11 afiltaMflaignian -'',/,' 6 A : 0 YA ' H K , :i Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 9 -5 1 2 -1U -3 I 5 -8 -6 16 -5 -11 6 7 -3 -0 B ALL PLATES ARE MT2020 Scale: 0 = 1' MiTek" Online Plus' APPROX. TRUSS WEIGHT: 30.3 LBS Online Plus -- Version 27.0.006 TC Dead Load : 5.0 psf RUN DATE: 18- OCT -10 Plates for each ply each face. BC Dead Load : 5.0 psf Plate - MT20 20 Ga, Gross Area Max comp. force 143 Lbs CSI -Size- - - -- Lumber - - -- Plate - MT2H 20 Ga, Gross Area Max tens. force 122 Lbs TC 0.06 2x 4 SP - #2 Jt Type Pit Size X Y JSI Connector Plate Fabrication BC 0.04 2x 4 SP - #2 F MT20 2.Ox 3.0 Ctr Ctr 0.69 Tolerance = 20% WB 0.00 2x 4 SP - #3 B MT20 4.Ox 4.0 Ctr Ctr 0.42 This truss is designed for a E MT20 2.Ox 3.0 Ctr Ctr 0.69 creep factor of 1.5 which Brace truss as follows: D MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total O.C. From To load deflection. TC Cont. 0- 0- 0 7- 3- 0 REVIEWED BY: BC Cont. 0- 0- 0 7- 3- 0 MiTek Industries, Inc. 6904 Parke East Blvd. psf -Ld Dead Live Tampa, FL 33610 TC 7.0 30.0 BC 10.0 0.0 REFER TO ONLINE PLUS GENERAL TC +BC 17.0 30.0 NOTES AND SYMBOLS SHEET FOR Total 47.0 Spacing 24.0" ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.33 Plate Duration Factor 1.33 NOTES: TC Fb =1.15 Fc =1.10 Ft =1.10 Trusses Manufactured by: BC Fb =1.10 Fc =1.10 Ft =1.10 Allstar Analysis Conforms To: Total Load Reactions (Lbs) FBC2007 Jt Down Uplift Horiz- TPI 2002 F 538 270 U 68 R OH Loading .%�ttt1111, , Soffit f 2.0 Jt Brg Size Required This truss been designed ♦` >>1 �`-• ` `I I I 4 F 68.4 0 " -to- 68" for 20.0 psf LL on the B.C. •%Ci . •' C E N S .. 1Q ii i • in areas where a rectangle . ■ • • N,, � ` • %. ‹ s Plus 6 Wind Load Case(s) 3- 6- 0 tall by ■ Plus 1 UBC LL Load Case(s) 2- 0- 0 wide j- ---' No 53681 • Plus 1 DL Load Case(s) will fit between the B.C. •• * .. ■ and any other member. _ ' ) Membr CSI P Lbs Axl- CSI -Bnd Design checked for 10 psf non- ; • ; , "� - .3 Top Chords concurrent LL on BC. 7. STATE ,O F 0 � F -B 0.06 143 C 0.01 0.05 Refer to Gen Det 3 series for 0 4 1/ B -E 0.06 143 C 0.01 0.05 web bracing and plating. ,• T - / '?/ . ; , ; Bottom Chords Wind Loads - ANSI / ASCE 7 -05 �� 4 . Q R % v � F -D 0.04 1 T 0.00 0.04 Truss is designed as a Main ,i A S ` • \ `\ � � D -E 0.04 Wet T 0.00 0.04 Wind- Forc 120tmph `d N A� , �*t'� D -B 0.00 37 C Mean Roof Height: 19 -6 Exposure Category: C TL Defl 0.00" in D -E L/999 Occupancy Factor : 1.00 FL Cert. 6634 LL Defl 0.00" in D -E L/999 Building Type: Enclosed Shear // Grain in F -B 0.09 Zone location: Exterior Online Plus'. © Copyright MTek® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:32 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PE3 1 PIGGY 70300 8 0 0 T3903151 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH TCI 9 -5 1 3 -7 -8 I 6 -5 -11 1 7 -3 -0 3x4= e 8 0 2 -3 -0 2 -1 -4 2x3= 2x3= F E A D C -3 , Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 9 -5 I 2 -10 -3 1 5 -8 -6 16 -5 -11 B 7 -3 -0 B ALL PLATES ARE MT2020 Scale: 0.714" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 30.0 LBS Online Plus -- Version 27.0.006 TC Dead Load : 5.0 psf RUN DATE: 18- OCT -10 Plates for each ply each face. BC Dead Load : 5.0 psf Plate - MT20 20 Ga, Gross Area Max comp. force 143 Lbs CSI -Size- - - -- Lumber - - -- Plate - MT2H 20 Ga, Gross Area Max tens. force 122 Lbs TC 0.06 2x 4 SP - #2 Jt Type Plt Size X Y JSI Connector Plate Fabrication BC 0.04 2x 4 SP - #2 F MT20 2.Ox 3.0 Ctr Ctr 0.69 Tolerance = 20% WB 0.00 2x 4 SP - #3 B MT20 3.Ox 4.0 Ctr Ctr 0.49 This truss is designed for a E MT20 2.Ox 3.0 Ctr Ctr 0.69 creep factor of 1.5 which Brace truss as follows: D MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total O.C. From To load deflection. TC Cont. 0- 0- 0 7- 3- 0 REVIEWED BY: BC Cont. 0- 0- 0 7- 3- 0 MiTek Industries, Inc. 6904 Parke East Blvd. psf -Ld Dead Live Tampa, FL 33610 TC 7.0 30.0 BC 10.0 0.0 REFER TO ONLINE PLUS GENERAL TC +BC 17.0 30.0 NOTES AND SYMBOLS SHEET FOR Total 47.0 Spacing 24.0" ADDITIONAL SPECIFICATIONS. Lumber Duration Factor 1.33 Plate Duration Factor 1.33 NOTES: TC Fb =1.15 Fc =1.10 Ft =1.10 Trusses Manufactured by: BC Fb =1.10 Fc =1.10 Ft =1.10 Allstar Analysis Conforms To: Total Load Reactions (Lbs) FBC2007 Jt Down Uplift Horiz- TPI 2002 F 538 270 U 68 R OH Loading 2.0 ,t�� ltttthtt /// /IC Soffit psf Jt Brg Size Required This truss has been designed ,`1 i` P '''• .. S. A. I F 68.4" 0" -to- 68" for 20.0 psf LL on the B.C. •S ,.• 'V ..1Q i in areas where a rectangle ■ � \G. \,� E N Sz ' • ';^ ,� ■ Plus 6 Wind Load Case(s) 3- 6- 0 tall by ■ . ".Y 'y Plus 1 UBC LL Load Case(s) 2- 0- 0 wide -' i No 53681 • Plus 1 DL Load Case(s) will fit between the B.C. Zr*: % and any other member. I ") J Membr CSI P Lbs Axl- CSI -Bnd Design checked for 10 psf non- / , Top Chords concurrent LL on BC. � � � ST --4 I ■ . •?: ST �F �/� F -B 0.06 143 C 0.01 0.05 Refer to Gen Det 3 series for 4G/; s T B -E 0.06 143 C 0.01 0.05 web bracing and plating. • . • A` J Bottom Chords Wind Loads - ANSI / ASCE 7 -05 ., '' A\ ••. O R \ P, • % % is designed as a Main D F -D 0.04 1 T 0.00 0.04 -E 0.04 Wet T 0.00 0.04 T Wind Speed: S Wind-Force Resistance System. ,' #! L)N ATE A� � �,`, D -B 0.00 37 C Mean Roof Height: 19 -6 Exposure Category: C TL Defl 0.00" in D -E L/999 Occupancy Factor : 1.00 FL Cert. 6634 LL Defl 0.00" in D -E L/999 Building Type: Enclosed . Shear // Grain in F -B 0.09 Zone location: Exterior Online Plus m Copyright MTelcm 79962010 Version 27.0.006 Engineering - Portrait 10/1 8/2010 3:20:32 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PH1 1 SP 30400 8 0 9- 2 T3903152 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -0 -11 TCI 1 -6 -8 1 2 -6 -14 I 9 -2 8 2x311 4x4= B O ft .0, tioci 1-2 -5 r.W,s 2x3= 1 -0 -11 D A ` 2x3 I0 E 9 2x3 11 Refer to Gen. Det. 12 series for piggyback connection and top chor. lateral bracing requirements. BC 1 -3 -0 1 2 -6 -14 • 3 -4 -0 B- ALL PLATES ARE MT2020 Scale: 0.808" = 1' MiTek Online Plus' APPROX. TRUSS WEIGHT: 13.6 LBS Online Plus -- Version 27.0.006 Shear // Grain in B -C 0.05 Building Type: Enclosed RUN DATE: 18- OCT -10 Zone location: Exterior Plates for each ply each face. TC Dead Load : 5.0 psf CSI -Size- - - -- Lumber - - -- Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf TC 0.01 2x 4 SP - #2 Plate - MT2H 20 Ga, Gross Area Max comp. force 77 Lbs BC 0.00 2x 4 SP - #2 Jt Type Plt Size X Y JSI Max tens. force 65 Lbs WB 0.02 2x 4 SP - #3 B MT20 2.Ox 3.0 Ctr Ctr 0.17 Connector Plate Fabrication C MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% Brace truss as follows: D MT20 2.Ox 3.0 Ctr Ctr 0.69 This truss is designed for a O.C. From To A MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which TC Cont. 0- 0- 0 3- 4- 0 E MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total BC Cont. 0- 0- 0 3- 4- 0 load deflection. REVIEWED BY: psf -Ld Dead Live MiTek Industries, Inc. TC 7.0 30.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC +BC 17.0 30.0 Total 47.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.33 ADDITIONAL SPECIFICATIONS. TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: Trusses Manufactured by: Total Load Reactions (Lbs) Allstar Jt Down Uplift Horiz- Analysis Conforms To: A 243 122 U 46 R FBC2007 TPI 2002 `,�y11111l1 /l!! Jt Brg Size Required OH Loading ‘,41`,P��.J :././Q �I0, A 30.9" 0 " -to- 31" Soffit psf 2.0 �� C` / �� i This truss has been designed `... , • • • \,\ `' E N S �C`•,�6 1 0 • Plus 6 Wind Load Case(s) for 20.0 psf LL on the B.C. • Plus 1 UBC LL Load Case(s) in areas where a rectangle ■ . ".. •• No 53681 , Plus 1 DL Load Case(s) 3- 6- 0 tall by •' • i : k : 2- 0- 0 wide 1 ) Membr CSI P Lbs Axl- CSI -Bnd will fit between the B.C. "7-..t13 .• .1 / :X Top Chords and any other member. 7./ STATE O : : 1 11: B -C 0.01 16 T 0.00 0.01 Design checked for 10 psf non- Z C -D 0.00 15 C concurrent LL on BC. ,\'•/(`L OP.. Bottom C Refer to Gen Det 3 series for O R ■ E • -D 0.00 1 T Wind ANSI /lASCEg7 -05 ,' lie °NAV- � 1`� %' � � Webs Truss is designed as a Main � ./1/11111111 �� A -B 0.02 57 C 0.01 0.01 Wind -Force Resistance System. E -C 0.01 77 C 0.01 0.00 Wind Speed: 120 mph Mean Roof Height: 19 -6 FL Cert. 6634 TL Defl 0.00" in A -E L/999 Exposure Category: C . LL Defl 0.00" in A -E L/999 Occupancy Factor : 1.00 Online Pipe. 0 Copyright MTelc® 1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:33 PM Page 1 October 19,2010 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PH2 2 SP 30508 8 0 9 - 2 T3903153 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 2 -2 -1 TCI 2 -8 -6 I 9 -2 2 x311 B 0 8 2 -3 -10 2 -2 -1 2x3= C A 2x310 4D a.` . Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 2 -8 -6 I 6 3 -5 -8 ALL PLATES ARE MT2020 Scale: 0.729" =1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 15.8 LBS Online Plus -- Version 27.0.006 Wind Loads - ANSI / ASCE 7 -05 RUN DATE: 18- OCT -10 TL Defl 0.00" in A -C L/999 Truss is designed as a Main LL Defl 0.00" in A -C L/999 Wind - Force Resistance System. CSI - Size - - - -- Lumber - - -- Shear // Grain in B -C 0.08 Wind Speed: 120 mph TC 0.07 2x 4 SP - #2 Mean Roof Height: 19 -6 BC 0.05 2x 4 SP - #2 Plates for each ply each face. Exposure Category: C WB 0.03 2x 4 SP - #3 Plate - MT20 20 Ga, Gross Area Occupancy Factor : 1.00 Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed Brace truss as follows: Jt Type Plt Size X Y JSI Zone location: Exterior O.C. From To B MT20 2.Ox 3.0 Ctr Ctr 0.17 TC Dead Load : 5.0 psf TC Cont. 0- 0- 0 3- 5- 8 C MT20 2.Ox 3.0 Ctr Ctr 0.69 BC Dead Load : 5.0 psf BC Cont. 0- 0- 0 3- 5- 8 A MT20 2.Ox 3.0 Ctr Ctr 0.17 Max comp. force 89 Lbs Max tens. force 76 Lbs psf -Ld Dead Live REVIEWED BY: Connector Plate Fabrication TC 7.0 30.0 MiTek Industries, Inc. Tolerance = 20% BC 10.0 0.0 6904 Parke East Blvd. This truss is designed for a TC +BC 17.0 30.0 Tampa, FL 33610 creep factor of 1.5 which Total 47.0 Spacing 24.0" is used to calculate total Lumber Duration Factor 1.33 REFER TO ONLINE PLUS GENERAL load deflection. Plate Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR TC Fb =1.15 Fc =1.10 Ft =1.10 ADDITIONAL SPECIFICATIONS. BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: ,lilliiiigi J� TrAllstaranufactured by: , � 1 , ` ` , ,N . S; A 255 128 U 113 R Analysis Conforms To: ,` ` G` C E N . FBC2007 4' • N, S t �•, • Jt Brg Size Required TPI 2002 a No 53681 A 32.4" 0" - 32" OH Loading .° . ` * k Soffit psf 2.0 Plus 5 Wind Load Case(s) This truss has been designed : -0 < Plus 1 UBC LL Load Case(s) for 20.0 psf LL on the B.C. '` � •.0 ••p • STATE F : � . Plus 1 DL Load Case(s) in areas where a rectangle .; 0 Z 3 - 6 - 0 tall by .' . i ' Membr CSI P Lbs Axl- CSI -Bnd 2- 0- 0 wide 'I ', ;S . 0.. ` , .' Top Chords will fit between the B.C. � j S/ ! ` B -C 0.07 61 C 0.00 0.07 and any other member. /jgt�N �� % Bottom Chords Design checked for 10 psf non - A - 0.05 2 T 0.00 0.05 concurrent LL on BC. Webs Refer to Gen Det 3 series for FL Cert. 6634 A - 0.03 89 C WindLd web bracing and plating. Online Plus *" 0 Copyright MiTek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/18/2010 3:20:33 PM Page 1 October 19 0 Job Mark Quan Type Span P1 -H1 Left OH Right OH Engineering 072610A -REV PH3 1 SP 30508 8 0 9 - 2 T3903I54 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 1 -5 -1 TCI 1 -1 -9 i 2 -8 -6 1 9 -2 'gIIIIIIIIIIIIIIIII 2x311 4x4= 8 B O 0 I 47 01 1 -6 -10 1 -5 -1 2x3= D oil Arvi V4 Imn A 2 x 3 10 E 2x311 Refer to Gen. Det. 12 series for piggyback connection and top chord lateral bracing requirements. BC 10 -0 1 2 - 8 - 6 ' 3 -5 -8 B ALL PLATES ARE MT2020 Scale: 0.769* = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 15.7 LBS Online Plus -- Version 27.0.006 Shear // Grain in B -C 0.07 Building Type: Enclosed RUN DATE: 18- OCT -10 Zone location: Exterior Plates for each ply each face. TC Dead Load : 5.0 psf CSI -Size- - - -- Lumber - - -- Plate - MT20 20 Ga, Gross Area BC Dead Load : 5.0 psf TC 0.03 2x 4 SP - #2 Plate - MT2H 20 Ga, Gross Area Max comp. force 68 Lbs BC 0.03 2x 4 SP - #2 Jt Type Plt Size X Y JSI Max tens. force 48 Lbs WB 0.06 2x 4 SP - #3 B MT20 2.Ox 3.0 Ctr Ctr 0.17 Connector Plate Fabrication C MT20 4.Ox 4.0 Ctr Ctr 0.58 Tolerance = 20% Brace truss as follows: D MT20 2.Ox 3.0 Ctr Ctr 0.69 This truss is designed for a O.C. From To A MT20 2.Ox 3.0 Ctr Ctr 0.17 creep factor of 1.5 which TC Cont. 0- 0- 0 3- 5- 8 E MT20 2.Ox 3.0 Ctr Ctr 0.17 is used to calculate total BC Cont. 0- 0- 0 3- 5- 8 load deflection. REVIEWED BY: psf -Ld Dead Live MiTek Industries, Inc. TC 7.0 30.0 6904 Parke East Blvd. BC 10.0 0.0 Tampa, FL 33610 TC +BC 17.0 30.0 Total 47.0 Spacing 24.0" REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.33 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.33 ADDITIONAL SPECIFICATIONS. TC Fb =1.15 Fc =1.10 Ft =1.10 BC Fb =1.10 Fc =1.10 Ft =1.10 NOTES: Trusses Manufactured by: Total Load Reactions (Lbs) Allstar Jt Down Uplift Horiz- Analysis Conforms To: A 381 194 U 115 R FBC2007 TPI 2002 ,`` �ittl t l l l//1 , Jt Brg Size Required OH Loading , ‘� `, PE� S. ■,, A 32.4" 0 " -to- 32" Soffit psf 2.0 �S G •• E N ' • . ��i This truss has been designed % ..". .\...\` .. N `S`• *. 6 Plus 6 Wind Load Case(s) for 20.0 psf LL on the B.C. . C' • Plus 1 UBC LL Load Case(s) in areas where a rectangle fir- -, No 53681 f Plus 1 DL Load Case(s) 3- 6- 0 tall by * • , 7k 2- 0- 0 wide Membr CSI P Lbs Axl- CSI -Bnd will fit between the H.C. : ! .; x 4 / ' / • Top Chords and any other member. + � •5 STATE OF : "Iii B -C 0.03 37 T 0.00 0.03 Design checked for 10 psf non- i y • C -D 0.01 68 C 0.00 0.01 concurrent LL on BC. ,� • AC ` / P •. Bottom Chords Refer to Gen Det 3 series for ' • t 0 R \ � C •. \ \ ■• E -D 0.01 Web T 0.00 0.01 Wind is Loads ANS / A a Main A -E 0.03 13 C 0.00 0.03 web bracing and plating. C-05 , ',, 'd,, NAV `,,1 ` A -B 0.06 68 C 0.00 0.06 Wind -Force Resistance System. E -C 0.05 39 T 0.00 0.05 Wind Speed: 120 mph Mean Roof Height: 19 -6 FL Cert. 6634 TL Defl 0.00" in A -E L/999 Exposure Category: C LL Defl 0.00" in E -D L/999 Occupancy Factor : 1.00 Online Plus 0 Copyright MiTek® 1996-2010 Verson 27.0.006 Engineenng - Portrait 10/18/2010 3:20:33 PM Page 1 October 19,2010 ONLINE PLUS GENERAL NOTES 86 SYMBOLS 108 PLATE LOCATION FLOOR TRUSS SPLICE LATERAL BRACING ( 3X2, 4X2, 6X2 ) Designates the location for Center plates on joints continuous lateral bracing CLB for unless otherwise noted g ( ) NM - in plate list or on drawing. support of individual truss members I* Dimensions are given in only. CLBs must be properly 0 inches (i.e. 1 1/2" or 1.5 ") anchored or restrained to prevent or IN -16ths (i.e. 108) simultaneous buckling of adjacent (W) = Wide Face Plate truss members. (N) = Narrow Face Plate PLATE SIZE AND ORIENTATION DIMENSIONS BEARING The first dimension is All dimensions are shown in N...4,/ When truss is designed to 3x5 1 1 the width measured FT -IN -SX (i.e. 6-8.5" or '�� bear on multiple supports, MEW perpendicular to slots. 6 -08 -08 ). Dimensions less interior bearing locations The second dimension is than one foot are shown should be marked on the 114 the length measured in IN -SX only (i.e. 708). truss. Interior support or parallel to slots. Plate temporary shoring must be orientation, shown next installed. If necessary, place before trusses are to plate size, indicates 6 -08 -08 / W = Actual Bearing ry, shim direction of slots in Width (IN -SX) bearings to assure solid connector plates. ,f' , 708 R = Reaction (lbs.) contact with truss. U = Uplift (lbs.) Metal connector plates shall be applied on both faces Mitek Industries Inc. bears no responsibility for the of truss at each joint. Center the plates, unless erection of trusses, field bracing or permanent indicated otherwise. No loose knots or wane in plate truss bracing. Refer to "Building Component Safety contact area. Splice only where shown. Overall spans Information" (BCSI 1) as published by Truss Plate assume 4" bearing at each end, unless indicated Institute, 218 North Lee Street, Suite 312, Alexandria, otherwise. Cutting and fabrication shall be performed Virginia 22314. Persons erecting trusses are cautioned using equipment which produces snug - fitting joints and to seek professional advice concerning proper erection plates. Unless otherwise noted, moisture content of bracing to prevent toppling and " dominoing ". Care lumber shall not exceed 19% at time of fabrication and should be taken to prevent damage during fabrication, the attached truss designs are not applicable for use storage, shipping and erection. Top and bottom chords with fire retardant lumber and some preservative shall be adequately braced in the absence of sheathing treatments. Nails specified on Truss Design Drawings or rigid ceiling, respectively. It is the responsibility of refer to common wire nails, except as noted. The others to ascertain that design loads utilized on these attached design drawings were prepared in accordance drawings meet or exceed the actual dead loads imposed with " National Design Specifications for Wood by the structure and the live loads imposed by the local Construction" (AF & PA ), " National Design Standard building code or historical climatic records. When truss for Metal Plate Connected Wood Truss Construction" hangers are specified on the Truss Design Drawing, (ANSI /TPI 1), and HUD Design Criteria for Trussed they must be installed per manufacturer's details and Rafters. specifications. FURNISH A COPY OF THE ATTACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS & LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRUSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS MANUFACTURER. 11111111111111"'0 MiTek Industries, Inc. 6904 Parke East Blvd. Tampa, FL 33610 -4115 miirekoi) Tel: 813 -972 -1135 Fax: 813- 971 -6117 POWER TO PERFORM.`' +`+ wrightsoft Project Summary Job: Zones 1 Date: 10/25/10 By: M. Ellis Energy Design Systems, Inc. Pro'ect Information For: Allison Forsyth Residence (Revision) Selva Marina Dr, Atlantic Beach, FL Notes: Front door faces East. Desi • n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40965 Btuh Structure 47948 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (77 cfm) 0 Btuh Central vent (77 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 40965 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible load 46989 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3252 Btuh Ducts 0 Btuh Heating Cooling Central vent (77 cfm) 0 Btuh Area (ft 2486 2486 Equipment latent load 3252 Btuh Volume (ft 23617 23617 Air changes /hour 0.28 0.15 Equipment total Toad 50241 Btuh Equiv. AVF (cfm) 110 59 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wright Right -Suite Residential 6.0.119 RSR29784 2010- Oct -26 12:58:59 ACCk E: \EDS \Current \Residential Manual J\Allison Forsyth Residence (Revision), Selva Marina Dr, Atl Bch. Page 1 +`+ wrightsoft Project Summary Job: Zone 2 Date: 10/25/10 By: M. Ellis Energy Design Systems, Inc. Pro'ect Information For: Allison Forsyth Residence (Revision) Selva Marina Dr, Atlantic Beach, FL Notes: Front door faces East. Desi. n Information Weather: Jacksonville, Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 °F Daily range M Relative humidity 50 % Moisture difference 56 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19645 Btuh Structure 17016 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (39 cfm) 0 Btuh Central vent (39 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19645 Btuh Use manufacturer's data n Rate /swing multiplier 0.98 Infiltration Equipment sensible load 16675 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1493 Btuh Ducts 0 Btuh Heating Cooling Central vent (39 cfm) 0 Btuh Area (ft 1255 1255 Equipment latent bad 1493 Btuh Volume (ft 11295 11295 Air changes /hour 0.28 0.15 Equipment total load 18168 Btuh Equiv. AVF (cfm) 53 29 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a Coil n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm /Btuh Air flow factor 0.000 cfm /Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat n/a Load sensible heat ratio 0.00 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. . - .4+ - wrightsoft Right -Suite Residential 6.0.119 RSR29784 2010- Oct -26 12:58:59 ACCP. E: \EDS \Current \Residential Manual J\Allison Forsyth Residence (Revision), Selva Marina Dr, Atl Bch. Page 2 Equipment Summary Sheet Job Name: Allison Forsyth Residence (Revision) Address: Selva Marina Dr., Atlantic Beach Zones: Zone One Equipment Brand *: Trane Air Handler Model Number: 4TEC3F60 Condenser Model Number: 4TWB3060 Total Cooling Capacity in BTUs: 57,000 Total Sensible Capacity in BTUs: 42,180 Total Heating Capacity in BTUs: 58,000 SEER: 13 HSPF: 7.7 Zones: Zone Two Equipment Brand *: Trane Air Handler Model Number: 4TEC3F18 Condenser Model Number: 4TWB3018 Total Cooling Capacity in BTUs: 19,000 Total Sensible Capacity in BTUs: 14,060 Total Heating Capacity in BTUs: 16,500 SEER: 13 HSPF: 7.7 Job Mark Quan Type Spy P1 -H1 Left OH Right OH Engineering 072610A -REV Al 1 SP 320108 8 0 0 T3910063 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -0 -5 HO 3 -0 -6 o rn m 10 o 0 0 V o m ,-I o 0 0 ri TC I 12 -2 -4 m I ri 1 H I r/ 32 -1 -8 Bracing shown for vertical loads only. 5x6-...--... 3x4 11 3x411 3x4 11 5x6; For webs exposed to wind (normal to the face), B Rx LL MM c refer to Gen. Det. 3 series for web wind 3 x 4 11 , 3x411 bracing and plating. v N 1 Ba 3x4 11 3x4 11 g T 3x411 Z 3x411 SPL BB R 3x411 5x6% DD P 3x411 4x6ii 3x4 4 3 x4 11 -1 -13 #4x6 ii N � ' E F E E E F F i( 4x6 / K E g #3x4� ti L ° 4x6..;:. ( ) A 3x4 f$ R ® ® 4 ti ® W , 3x4= M EE GG iii O Q S U W G JJ II HH F Y AA CC 3x411 3x6- W:308 3x6= 3x411 3x411 3x411 3x411 3x411 3x411 5x6= 3x411 3x411 3x411 3x411 3x411 R: 509 SPL U: 365 BC 12 -4 -0 1 o I I 1 N 1 26 -7 -4 1 32 -1 -8 o rt o 0 TM 0 01 ,-I o 0 0 ri w W N m 1 H H ,-I r1 32 -1 -8 C- ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.175" = 1 MiTek® Online Plus' APPROX. TRUSS WEIGHT: 389.9 LBS Online Plus -- Version 27.0.006 DD -FF 0.12 370 T 0.04 0.08 C MT20 5.Ox 6.0- 1.0 -3.3 0.33 Connector Plate Fabrication RUN DATE: 26- OCT -10 FF -L 0.10 260 T 0.03 0.07 X MT20 3.Ox 4.0 Ctr Ctr 0.21 Tolerance - 20% Bottom Chords Z MT20 3.Ox 4.0 Ctr Ctr 0.20 This truss is designed for a CSI -Size- - - -- Lumber - - -- A -0 0.02 43 T 0.00 0.02 BB MT20 3.0x 4.0 Ctr Ctr 0.18 creep factor of 1.5 which TC 0.19 2x 4 SP - #2 ( * *) 0 -0 0.06 459 T 0.06 0.00 DD MT20 3.Ox 4.0 Ctr Ctr 0.19 is used to calculate total BC 0.17 2x 4 SP - #2 Q -S 0.06 459 T 0.06 0.00 FF MT20 3.Ox 4.0 Ctr Ctr 0.18 load deflection. WB 0.18 2x 4 SP - #3 S -U 0.06 459 T 0.06 0.00 L MT20 4.Ox 6.0 -0.1 0.1 0.25 GW 0.20 2x 4 SP - #3 0 -W 0.06 459 T 0.06 0.00 A MT20 3.Ox 4.0 Ctr Ctr 0.44 W - 0.06 459 T 0.06 0.00 0 MT20 3.Ox 6.0 Ctr Ctr 0.33 Brace truss as follows: G - JJ 0.06 459 T 0.06 0.00 0 MT20 3.Ox 4.0 Ctr Ctr 0.23 O.C. From To JJ -II 0.06 459 T 0.06 0.00 S MT20 3.Ox 4.0 Ctr Ctr 0.23 TC Cont. 0- 0- 0 32- 1- 8 II -HH 0.06 459 T 0.06 0.00 U MT20 3.Ox 4.0 Ctr Ctr 0.23 BC Cont. 0- 0- 0 32- 1- 8 HH -F 0.06 459 T 0.06 0.00 W MT20 3.Ox 4.0 Ctr Ctr 0.23 One Continuous Lateral Brace P -Y 0.06 459 T 0.06 0.00 G MT20 3.Ox 4.0 Ctr Ctr 0.23 G -B JJ -KK II -LL HH -MM Y -AA 0.07 459 T 0.06 0.01 JJ MT20 3.Ox 4.0 Ctr Ctr 0.23 F -C U -T W -V Y -X AA -CC 0.17 459 T 0.06 0.11 II MT20 5.Ox 6.0 Ctr -0.5 0.39 AA -Z CC -EE 0.17 459 T 0.06 0.11 HH MT20 3.Ox 4.0 Ctr Ctr 0.23 Attach CLB with (2) -10d nails EE -GG 0.15 459 T 0.06 0.09 P MT20 3.0x 4.0 Ctr Ctr 0.23 at each web. GG - 0.14 422 T 0.05 0.09 Y MT20 3.Ox 4.0 Ctr Ctr 0.23 Webs AA MT20 3.Ox 4.0 Ctr Ctr 0.23 psf -Ld Dead Live A -K 0.16 835 C WindLd CC MT20 3.Ox 4.0 Ctr Ctr 0.23 TC 7.0 30.0 K -0 0.18 721 T EE MT20 3.Ox 4.0 Ctr Ctr 0.23 BC 10.0 0.0 G -B 0.15 282 C 1 Br GG MT20 3.Ox 6.0 Ctr Ctr 0.27 TC +BC 17.0 30.0 JJ -KK 0.07 137 C 1 Br D MT20 3.Ox 4.0 Ctr Ctr 0.20 Total 47.0 Spacing 24.0" II -LL 0.07 129 C 1 Br Lumber Duration Factor 1.33 HH -MM 0.07 138 C 1 Br REVIEWED BY: Plate Duration Factor 1.33 F -C 0.15 283 C 1 Br MiTek Industries, Inc. TC Fb -1.15 Fc -1.10 Ft -1.10 GG -L 0.10 338 T 6904 Parke East Blvd. BC Fb.1.10 Fc -1.10 Ft -1.10 D -L 0.10 486 C WindLd Tampa, FL 33610 Gable Webs 0 %0 P S. ��1 Total Load Reactions (Lbs) 0 -N 0.06 194 T REFER TO ONLINE PLUS GENERAL /j' / ' Jt Down Uplift Horiz- Q -P 0.08 157 T NOTES AND SYMBOLS SHEET FOR .." • 'v/ CC 21 1046 365 U 490 R U -T 0.05 178 T 1 Br ADDITIONAL SPECIFICATIONS. D 510 , %�wwf.� • •, L S G E s , •.'Q , W -V 0.06 138 C 1 Br NOTES: ••• 4� •• L` • • • ,j � /r a - Jt Brg Size Required Y -X 0.06 142 C 1 Br Trusses Manufactured by: ••• v • A� CC 319.2" 0 " -to- 319" AA -Z 0.04 137 T 1 Br Allstar - *- No 53681 ' •" D 3.5" 1.5" CC -BB 0.20 256 T Analysis Conforms To: • * "` .•""�* . EE -DD 0.03 97 T FBC2007 • f • • - Plus 6 Wi Load Case(s) GG -FF 0.06 194 C TPI 2002 • - ""1 • Plus 1 UBC LL Load Case(s) -• 13 s) Design checked for 10 psf non- * j • .. / ' 1 -CC Plus 1 DL Load Case(s) TL Defl -0.04" in EE -GG L/999 concurrent LL on BC. LL Defl -0.02" in EE -GG L/999 NOTE: USER MODIFIED PLATES - - ' STATE OF : Z ••• Membr CSI P Lbs Axl- CSI -Bnd Shear // Grain in BB -DD 0.13 This design may have plates •. Top Chords selected through a plate • •• V K -N 0.08 499 C 0.03 0.05 Plates for each ply each face. monitor. � , �• O R i� !� N -P 0.09 468 C 0.04 0.05 Plate - MT20 20 Ga, Gross Area Wind Loads - ANSI / ASCE 7 -05 P -R 0.09 466 T 0.06 0.03 Plate - MT2H 20 Ga, Gross Area Truss is designed as a Main �•••• *••* `v R -T 0.11 568 T 0.07 0.04 Jt Type Pit Size X Y JSI Wind -Force Resistance System. 'I0 0 .. L d, T V B 0.14 756 T 0.09 0.05 N MT20 3.Ox 4.0 Ctr Ctr 0.19 Mean Roof 19-60 m ph ,/ / 1111 N A t{ ►��,, B -KK 0.10 682 T 0.08 0.02 P MT20 5.Ox 6.0 -0.3 0.5 0.37 Exposure Category: C KK -LL 0.10 682 T 0.08 0.02 R MT20 3.Ox 4.0 Ctr Ctr 0.19 Occupancy Factor : 1.00 LL-MM 0.10 682 T 0.08 0.02 T MT20 3.Ox 4.0 Ctr Ctr 0.19 Building Type: Enclosed FL Cert. 6634 MM -C 0.10 682 T 0.08 0.02 V MT20 3.Ox 4.0 Ctr Ctr 0.19 Zone location: Exterior C -X 0.14 756 T 0.09 0.05 8 MT20 5.Ox 6.0 1.0 -3.3 0.33 TC Dead Load : 5.0 psf X -Z 0.11 676 T 0.08 0.03 RIO MT20 3.0x 4.0 Ctr Ctr 0.23 BC Dead Load : 5.0 psf Z -BB 0.19 588 T 0.07 0.12 LL MT20 3.Ox 4.0 Ctr Ctr 0.23 Max comp. force 835 Lbs BB -DD 0.17 435 T 0.05 0.12 MM MT20 3.Ox 4.0 Ctr Ctr 0.23 Max tens. force 756 Lbs October 26,20 1 0 Online Plus" m Copyright MiTek011996 -2010 Version 27.9006 Engineering - Portrait 10/26/2010 11:32:52 AM Page 1 Job Mark Quasi Type Span' P1 -H1 Left OH Right OH Engineering 072610A -REV A8 1 ATPB 340300 8 1- 4- 0 0 T3910065 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 3 -4 -8 HO 1 -11 -8 o r 0 0 0 0 m N 0 0 ," 1 0 TC b 1 4 -6 -6 1 9 -3 -3 1 ''i 1160012 1191104 1 ro 1 27 -8 -14 1 32 -1 -8 1 r^ 5x8-.-2. 3x411 5x8 D N E 8x8-5:- i . #6x12.; 8 V� I l lib: a 8 8T8% u x 4 P `x8N 8 T 3x411 4x8 = 3x4 ll V V S �1 11 -6 -0 4x6% a. ° t; W 3x4 11 o X AA I A ,. 14- 0- 0 3x4 1 : n= S j I Y H 3x6= 8x10= 8x8= i 3x6= Z �.,) 5x6= W: .____ .. .. . .. ......... - W: W: 8:2263 16 - -0 R:1244 R:1606 U: 630 U: 441 U: 264 BCI I4 -4 -10 1 8 -11 -0 1 23 -2 -b 1 1 33 -11 -12 II m d o 0 o t•1 o 0 e N r f J 34 - 3 - 0 ALL PLATES ARE MT2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.113" = 1' • MiTek Online Plus' APPROX. TRUSS WEIGHT: 455.6 LBS Online Plus - Version 27.0.006 Plus 6 Wind Load Case(s) N MT20 3.0x 4.0 Ctr Ctr 0.23 Max tens. force 1828 Lbe RUN DATE: 26- OCT -10 Plus 2 Unbalanced Load Cases 8 MT20 5.0x 8.0- 1.1 -3.6 0.45 Connector Plate Fabrication Plus 1 UBC LL Load Case(s) F# MT20 6.0x12.0 2.2 0.7 0.89 Tolerance - 20% CSI -Size- - - -- Lumber - - -- Plus 1 DL Load Case(s) V MT20 8.Ox 8.0- 0.3 -0.4 0.53 Exceptions: F Ob TC 0.79 2x 4 SP - #2 Plus 1 Attic 2 Load Case(s) AA MT20 3.0x 4.0 -0.3 Ctr 0.23 This truss is designed for a -- 0.37 2x 6 SP - #2 A MT20 3.0x 4.0 Ctr Ctr 0.64 creep factor of 1.5 which T -D E -V Membr CSI P Lbs Axl- CSI -Bnd S MT20 3.Ox 6.0 -1.0 Ctr 0.88 is used to calculate total BC 0.90 2x 6 SP- 2400f -2.0E Top Chords J MT20 8.0x10.0 Ctr 1.2 0.53 load deflection. -- 0.80 2x 6 SP - #1D W -T 0.36 1669 C 0.02 0.34 I MT20 8.Ox 8.0 Ctr 1.2 0.53 A -J T -C 0.20 2197 C 0.02 0.18 Y MT20 3.Ox 6.0 Ctr Ctr 0.61 -- 0.63 2x10 SP - #2 C -D 0.12 884 C 0.00 0.12 Z MT20 5.Ox 6.0 Ctr Ctr 0.62 J -I D -N 0.15 953 C 0.00 0.15 R MT20 3.Ox 4.0 Ctr Ctr 0.20 WB 0.74 2x 4 SP - #3 N -8 0.15 953 C 0.00 0.15 0 MT20 4.Ox 8.0 Ctr Ctr 0.23 ACT 0.20 2x 4 SP - #3 E -F 0.13 862 C 0.00 0.13 P MT20 3.Ox 4.0 Ctr Ctr 0.20 AWT 0.13 2x 4 SP - #3 F -V 0.37 1787 C 0.01 0.36 SCAB (1) 2x10x16' SP - #1D ( V -AA 0.79 37 T 0.03 0.76 # - Plate Monitor used Bottom Chords REVIEWED BY: Brace truss as follows: A -S 0.12 398 T 0.00 0.12 MiTek Industries, Inc. O.C. Prom To 0 -J 0.80 1414 T 0.11 0.69 6904 Parke East Blvd. TC Cont. 0- 0- 0 34- 3- 0 J -I 0.63 1817 T 0.20 0.43 Tampa, FL 33610 BC Cont. 0- 0- 0 34- 3- 0 I -Y 0.90 1828 T 0.10 0.80 One Continuous Lateral Brace Y -Z 0.17 1445 T 0.08 0.09 REFER TO ONLINE PLUS GENERAL F - Y V - Z Webs NOTES AND SYMBOLS SHEET FOR Attach CLB with (2) -10d nails A -W 0.54 2184 C WindLd ADDITIONAL SPECIFICATIONS. at each web. W -S 0.69 1741 T S -T 0.74 1185 C NOTES: psf -Ld Dead Live T -J 0.27 679 T Trusses Manufactured by: TC 7.0 30.0 J -C 0.23 748 T Allstar BC 10.0 0.0 I -F 0.52 1461 T Analysis Conforms To: TC*BC 17.0 30.0 F -Y 0.58 1392 C 1 Br FBC2007 Total 47.0 Spacing 24.0" Y -V 0.19 337 T TPI 2002 Plat e Duration Factor 1.33 Z -AA 0.04 1 196 C WindLd i 1 Br ( " 2 rows e 10d nails( at ad6dI n with ,`,`NE.t lS / / / / ,'', TC Ma-1.15 Fc -1.10 Ft -1.10 Attic Chords (Top) o.c. each row, staggered , fit ` , P+�. • . ' BC Fb -1.10 Fc -1.10 Ft -1.10 C -R 0.19 1119 C 0.19 0.00 along entire length. [` " r+ F' (� R -Q 0.13 1122 C 0.03 0.10 OH Loading �,` N„� "� \ vE • , V S • fi .� /^ '� j • Total Load Reactions (Lbe) Q -P 0.14 1185 C 0.04 0.10 Soffit psf 2.0 4'" "• N ` • `• " [_J . -, Jt Down Uplift Horiz- P -F 0.20 1182 C 0.20 0.00 Design checked for 10 psf non- i• • ". e. : A 2263 630 U 472 R Attic Webs (Top) N Q 53681 ' Y 1244 441 U P) concurrent LL on BC. 0.02 65 T NOTE: USER MODIFIED PLATES ++( � • � +" ' ) • * w R -D 0 Z 1607 265 U 360 R D -q 0.12 307 T This design may have plates ). f Q -N 0.05 269 C selected through a plate t ) Jt Brg Size Required Q -E 0.13 345 T monitor. • ' yuc. � r � A 3.5" 2.3" P -E 0.02 67 T Wind Loads - ANSI / ASCE 7 -05 S TAT E O F L`+ i Y 3.5" 1.5" Trues is designed as a Main .; Q Q. '. • Z 3.5" 1.5" TL Defl -0.31" in J -I L/999 Wind -Force Resistance System. 1..A\."••44 / Q, . : ` 4 LL Defl -0.21" in J -I L/999 Wind Speed: 120 mph ' ('� �1 • O flp , (-N ••(-,� ,i LC# 1 Attic Loading Shear // Grain in I -Y 0.43 Mean Roof Height: 19 -6 ',/ ` •,..•,.• " � 'J ' ,, , Dur Fctrs - Lbr 1.00 Plt 1.00 Exposure Category: C t I � `, f Dead 60 0.0' 34.2' Plate - Li • From To 20 Ga, Gross Building Type: 14 each ply each face. Area Buildin ''V 't 1 ,,` 4/ 11 A , , t TC BC V 20 0 0.0' 34.2' Plate - MT2H 20 Ga, Gross Area Zone location: Exterior BC V 10 80 9.1' 23.1' Jt Type Plt Size X Y JSI TC Dead Load : 5.0 psf MA V 10 0 9.0' 23.3' W MT20 4.0x 6.0 0.4 -0.3 0.89 BC Dead Load : 5.0 psf FL Cert. 6634 MA V 10 0 0.3' 8.8' T MT20 8.Ox 8.0 0.3 -0.4 0.35 Unbalanced Loads Checked MA V 10 0 0.3' 8.7' C MT20 8.0x 8.0 -0.8 1.2 0.50 Load Factors - 1.00 and 0.00 D MT20 5.Ox 8.0 1.1 -3.6 0.45 Max comp. force 2197 Lbs ,1 Online Plus'. m Copyright MTekR 1996 -2010 Version 27.0.006 Engineering - Portrait 10/26/2010 11.13:13 AM Page 1 October 26,20 1 Job Mark Quan Type Span' Pl -Hi Left OH Right OH Engineering 072610A -REV D5 3 PCH3 260012 8 0 1- 4 -12 73910066 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 1 - - "4 H V TCI 7 -2 -6 I 14 -5 -12 1 18 -1 -0 1 21 -8 -4 1 26 -0 -12 1H 4x4= C 8V 4x6; 3x4. B 3.25 J 8 8 -10 -5 4x8; 6 -10 -5 SPL I w 2x3 11 L 4x4= A N G I e • M 3x41, 81 3x4= 3x6= 2x311 3x4= Cant:3 -11- 0 7 3x4= 1 8 W:508 2 x 3 11 P W :412 R:1449 2x311 R:1109 U: 848 2x311 U: 507 BC 4 -1 -12 I 14 -2 -4 I 18 -1 -U 1 26 -U -12 • 26 -0 -12 B ALL PLATES ARE MT2020 Scale: 0.214" = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 199.3 LBS Online Plus -- Version 27.0.006 G -B 0.05 196 T Design checked for 10 psf non - RUN DATE: 26- OCT -10 B -F 0.42 794 C concurrent LL on BC. F -C 0.32 761 T Wind Loads - ANSI / ASCE 7 -05 CSI -Size- - - -- Lumber - - -- F -J 0.06 229 T Truss is designed as a Main TC 0.76 2x 4 SP - #2 J -M 0.69 1123 C Wind -Force Resistance System. BC 0.56 2x 4 SP - #2 M -L 0.05 256 C WindLd Wind Speed: 120 mph WB 0.69 2x 4 SP - #3 Mean Roof Height: 19 -6 TL Defl - 0.43" in N -G L /600 Exposure Category: C Brace truss as follows: LL Defl -0.21" in N -G L/999 Occupancy Factor : 1.00 O.C. From To LL Cant -0.08" in A -N L/621 Building Type: Enclosed TC Cont. 0- 0- 0 26- 0 -12 Shear // Grain in A -I 0.34 Zone location: Exterior BC Cont. 0- 0- 0 26- 0 -12 TC Dead Load : 5.0 psf Plates for each ply each face. BC Dead Load : 5.0 psf psf -Ld Dead Live Plate - MT20 20 Ga, Gross Area User- defined wind - exposed BC TC 7.0 30.0 Plate - MT2H 20 Ga, Gross Area regions -- From -- -- -To - -- BC 10.0 0.0 Jt Type Plt Size X Y JSI 0- 0- 0 4- 1 -12 TC +BC 17.0 30.0 A MT20 4.Ox 4.0 0.8 0.1 0.53 Max comp. force 1991 Lbs Total 47.0 Spacing 24.0" I MT20 4.Ox 8.0 -0.7 0.9 0.90 Max tens. force 1313 Lbs Lumber Duration Factor 1.33 B MT20 4.Ox 6.0 Ctr Ctr 0.58 Connector Plate Fabrication Plate Duration Factor 1.33 C MT20 4.Ox 4.0 Ctr Ctr 0.42 Tolerance = 20% TC Fb =1.15 Fc =1.10 Ft =1.10 J MT20 3.Ox 4.0 0.4 -0.3 0.85 This truss is designed for a BC Fb =1.10 Fc =1.10 Ft =1.10 L MT20 2.Ox 3.0 Ctr Ctr 0.42 creep factor of 1.5 which N MT20 3.Ox 4.0 Ctr Ctr 0.57 is used to calculate total Total Load Reactions (Lbs) S1 MT20 3.Ox 4.0 Ctr Ctr 0.39 load deflection. Jt Down Uplift Horiz- G MT20 3.Ox 4.0 Ctr Ctr 0.41 N 1449 849 U 169 R F MT20 3.Ox 6.0 Ctr Ctr 0.71 M 1109 508 U 274 R M MT20 3.Ox 4.0 Ctr Ctr 0.66 Jt Brg Size Required REVIEWED BY: 111111(/1 _ MiTek ', M 4.8" 1.5" 6904 Parke keEast Blvd. % � ` %�� - S. 4 #, Tampa, FL 33610 ♦ • • .tj 'e Plus 6 Wind Load Case(s) ;� \G.•� E N S • . Plus 1 UBC LL Load Case (s) REFER TO ONLINE PLUS GENERAL ,: •� . C>_ Plus 1 DL Load Case(s) NOTES AND SYMBOLS SHEET FOR ■ •, N O 53681 ADDITIONAL SPECIFICATIONS. +� : t Membr CSI P Lbs Axl- CSI -Bnd • Top Chords NOTES: - f , ''" * A -I 0.76 604 C 0.10 0.66 Trusses Manufactured by: i 13 . , /.4% ' C y I -B 0.67 1358 C 0.01 0.66 Allstar • ' • B -c 0.17 914 C 0.07 0.10 Analysis Conforms To: : ' p STATE OF • C -J 0.26 926 C 0.07 0.19 FBC2007 i r, • 44/ J -L 0.20 126 T 0.01 0.19 TPI 2002 � • ••� / •" • :.• Bottom Chords OH Loading ' I . L O R • •. ..'• A -N 0.54 637 T 0.00 0.54 Soffit psf 2.0 'H "�••• �� ` S1 -G 1 0.45 1071 T 0.06 0.39 Th for t 20.0 bpsfbLLnonethenB.0 i t ‘j N A� E �l�` G -F 0.49 1302 T 0.10 0.39 in areas where a rectangle F -M 0.39 804 T 0.05 0.34 3- 6- 0 tall by Webs 2- 0- 0 wide FL Cert. 6634 N -I 0.61 1991 C will fit between the B.C. I -G 0.08 312 T and any other member. Online Plus'" O Copyright Mi/1ek®1996 -2010 Version 27.0.006 Engineering - Portrait 10/26/2010 11:13:14 AM Page 1 October 26,201 0 Job Mark Quan Type Span. Pl -Hi Left OH Right OH Engineering 072610A -REV D6 2 PCH3 180608 3.25 0 0 T3910067 FORSYTH RESD. - SEL VAMARINA DR. - ATLANTIC BEACH HO 6 -7 HO 9 -2 -0 m 0 e 0 TCI 7 -2 -6 1 14 -5 -12 1 18 -1 -0 I■1 2x3 11 L C 8 V 4x4 B 3.25 8 -10 -5 3x4; 6 -10 -5 I 3A 4 - '•NNE.' 3x4 = N SPL G P 2x3% 4x8 = W. 508 O R:1112 Cant:3 -11- 0 U: 658 W:212 R: 608 U: 274 BC' 4 -1 -12 1 14 -2 -4 1 18 -3 -12 11 0 � cc d 18 -6 -8 p ALL PLATES ARE MT2020 Scale: 0.174' = 1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 134.2 LBS Online Plus -- Version 27.0.006 N -I 0.44 1424 C Wind Loads - ANSI / ASCE 7 -05 RUN DATE: 26- OCT -10 I -G 0.13 266 T Truss is designed as a Main G -B 0.08 330 T Wind -Force Resistance System. CSI -Size- - - -- Lumber - - -- B -P 0.35 651 C Wind Speed: 120 mph TC 0.77 2x 4 SP - #2 P -L 0.11 131 C 0.00 0.11 Mean Roof Height: 19 -6 BC 0.53 2x 4 SP - #2 0 -P 0.14 608 C 0.02 0.12 Exposure Category: C WB 0.44 2x 4 SP - #3 Occupancy Factor : 1.00 -- 0.14 2x 6 SP - #2 TL Defl - 0.37" in N -G L/449 Building Type: Enclosed P -L LL Defl -0.19" in N -G L/884 Zone location: Exterior LL Cant -0.09" in A -N L/547 TC Dead Load : 5.0 psf Brace truss as follows: Shear // Grain in A -I 0.35 BC Dead Load : 5.0 psf O.C. From To User - defined wind- exposed BC TC Cont. 0- 0- 0 18- 6- 8 Plates for each ply each face. regions -- From -- -- -To - -- BC Cont. 0- 0- 0 18- 6- 8 Plate - MT20 20 Ga, Gross Area 0- 0- 0 4- 1 -12 Plate - MT2H 20 Ga, Gross Area Max comp. force 1424 Lbs psf -Ld Dead Live Jt Type Plt Size X Y JSI Max tens. force 989 Lbs TC 7.0 30.0 A MT20 3.Ox 4.0 0.8 0.2 0.69 Connector Plate Fabrication BC 10.0 0.0 I MT20 3.Ox 4.0- 0.5 -0.1 0.80 Tolerance = 20% TC +BC 17.0 30.0 B MT20 4.Ox 4.0 Ctr Ctr 0.60 This truss is designed for a Total 47.0 Spacing 24.0" L MT20 2.Ox 3.0- 2.5 -2.2 0.64 creep factor of 1.5 which Lumber Duration Factor 1.33 N MT20 2.Ox 3.0 Ctr Ctr 0.89 is used to calculate total Plate Duration Factor 1.33 G MT20 4.Ox 8.0 0.5 -1.0 0.67 load deflection. TC Fb =1.15 Fc =1.10 Ft =1.10 P MT20 3.Ox 4.0 Ctr Ctr 0.36 BC Fb =1.10 Fc =1.10 Ft =1.10 REVIEWED BY: Total Load Reactions (Lbs) MiTek Industries, Inc. Jt Down Uplift Horiz- 6904 Parke East Blvd. , >0%11111W/1 N 1113 659 U 485 R Tampa, FL 33610 ■ �,�.. S. iI + O 609 274 U 29 R �■ \\ AA r ....... E N . . q'4, REFER TO ONLINE PLUS GENERAL ,� � \ G • •• G S • Q / l . Jt Brg Size Required NOTES AND SYMBOLS SHEET FOR ■ �• \, � ms N 5.5" 1.5" ADDITIONAL SPECIFICATIONS. •` ,.� i O 2.8" 1.5" No 53681 NOTES: , • Plus 5 Wind Load Case(s) Trusses Manufactured by: - • ) 2 *, / • Plus 1 UBC LL Load Case(s) Allstar •' '0 l ' j; o. ' �4 X Z Plus 1 DL Load Case(s) Analysis Conforms To: *:•...)-) � STATE / OF : W •• FBC2007 � 4/� • Membr CSI P Lbs Axl- CSI -Bnd TPI 2002 • •j� ••• �� / OP ' •• \ ■ Top Chords This truss has been designed �� •••. R , �� A -I 0.77 604 C 0.10 0.67 for 20.0 psf LL on the B.C. !' S / ONAt E ...a . I -B 0.67 498 C 0.00 0.67 in areas where a rectangle i l ./1/1111101- 'Jr'. t B -L 0.18 129 C 0.0 0.17 3- 6- 0 tall by Bottom Chords 2- 0- 0 wide A -N 0.53 636 T 0.00 0.53 will fit between the B.C. N -G 0.51 604 T 0.03 0.48 and any other member. FL Cert. 6634 G -P 0.48 468 T 0.04 0.44 Design checked for 10 psf non - Webs concurrent LL on BC. Online Plus'"' ® Copyright MiTek ®1996 -2010 Verson 27.0.006 Engineering - Portrart 10/26/2010 11:13:14 AM Page 1 October 26,2010 ' r. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 4'4 f) ia : ) j' Application Number . . . . . 10- 00001345 Date 11/23/10 Property Address 1738 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 450000 Application desc new home Owner Contractor FORSYTH V ALLISON ELITE HOMES INC. 2345 SEMINOLE REACH CT 2038 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -5251 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit ELECTRICAL PERMIT Additional desc . TEMP POLE ONLY Sub Contractor . KNIGHT ELECTRIC LLC Permit Fee . . . 90.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 5/22/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS If on -site storage is required, a post construction topographic survey documenting proper construction will be required. A post construction topographic survey documenting proper construction of on -site storage will be required. No parking at any time on Selva Marina median. Other Fees STATE ELEC DCA SURCHARGE 2.00 �� STATE ELEC DBPR SURCHARGE 2.00 �L�PR �' PERMIT I iW IN ACCORDAI�h��Cl 1 LL CITY OF AiigA 'IC BEACH goliglkiktgl AND THE FITAKDA BUILDING CODES. \'1 '� 'f} CITY OF ATLANTIC BEACH d r 1 800 SEMINOLE ROAD J . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number . . . . . 10- 00001345 Date 11/23/10 Permit Fee Total 90.00 90.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 94.00 94.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION . r or TL CITY AANTIC BEACH /0 80(' Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904 247 -5645 JOB ADD SS: , I 1 3 r 1 S J V g. 1 1 Ack ,,/, ri a__ PERMIT t NEW SER CE ❑Overhead ❑ Underground `.J Underground up Pole DResi ntial (Main) Service 00 -1 amps :101- 150amps 0151- 200amps = amps a .�i' Meters DCow ercial (Mein) Service 00 - amps 0101 150arnps 0151 200amps 0 _ am 7 CT Sen6ce amp! Condutor Type Size OMulti F (Main) Service C0 -10 amps 0101- 150amps 7151- 204amps 7, amps a o: 1;:vt Meters GZeemp my Pole D amps SERVICE GRADE 0 amps CT Service __ amp 6:iti) NEW FEED R (ADDITIONS, ACCESSORY STRUCTURES. ETC.) 0100 ps 0150amps 0200amps amps C T Serti,: a amps A►DDXTIONS REMODELS, REPAJRS, BUILD-OUTS, ACCESSORY STRUCTURES, ETC. Outlet'/ witches: 0- 30amps 31- 100amps I '; 1 - 2)0amps Applian es: 0-3 Camps 31- 100arrtps _ 3 l -2 )0amps A/C Cir tats: 0 60amps _ 61.100au:ps Hest Ci cuits: it circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER E TRICAL PROJECTS OS Ii Pool 0 Sign =Smoke Detectors _ Qry = 'Iransformers _ kV 1 Mots rs _ hp FIRE ALARM SYSTEM (Requires 3 sets of plums & Fire Alarm Checklist) Qty - volts/amps - VALUE OF WORK S - REPAT CELLANEOUS 0Rep Burnt/Damaged Metes :Safer.) Ir.spection _ Panel C hange - .3 F , l; ( ; °Other: 1 1 •t?.v.._ 114 " r A (' — ©h` - - - Permit become, vo.d if work does not c 'Hence wi,hin a sec month parioC or 4k >< su +aocad : soizc; xs 7e7r s“ -w' -s :x r - xr -. »,, 7,4'. 'end this applicatloa and know the same to be true and correct All provisions of lams and ardinerse poc acting viz s wo - -i ono ce smt *Fhej1er specified or not 71C permit does not give authority to violate the provisions of any other stgle ^r WE) ►s• 'e '`' on :' x"'xt ` -'K ? ' 77s'k- c construction Property Ownees Name t'bone tiarr.bcr r lectrical Corr vtr - any Ic x g t'Q t C... k 1 -• C• Oche' PE one ett{7- $ Fax a_lf-7 � �_ ,.o Co. Address: l C9 / I ' } g am' Q S. C' n t-\ (y. X .4—.4 S tat c FI t , ,."de` License Heider Orbit): _4 >.-Q, k� State CertiI :calicia , E12_13,0 I S Notarized Signature of License Holder Sworn and subscribed before tr.. tn:s _. �— dad of ; O CJ •a 0 JO BEVEIRI Y K. ELIAS Signature of Notary public Al _ - . ' - Notary Pu t ic, S tate o Florid' My comm. exp. Apr. 12, 2011 Comm No. DO 662689 k '�'�1J' �` J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Q.ii ,T)' Application Number 10- 00001345 Date 12/07/10 Property Address 1738 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 450000 Application desc new home Owner Contractor FORSYTH V ALLISON ELITE HOMES INC. 2345 SEMINOLE REACH CT 2038 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -5251 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . Sub Contractor . NELSON PLUMBING CO. INC. Permit Fee . . . 237.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/05/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS If on -site storage is required, a post construction topographic survey documenting proper construction will be required. A post construction topographic survey documenting proper construction of on -site storage will be required. No parking at any time on Selva Marina median. Other Fees STATE PLBG DCA SURCHARGE 3.56 STATE PLBG DBPR SURCHARGE 3.56 PERMIT IS UPINE IN ACCORDA Ft LL CITY OF ATT A4IC BEACH 'OR NCti AND THE FLORA BUILDING CODES. rl T '� CITY OF ATLANTIC BEACH � ', , ' 800 SEMINOLE ROAD j vo - r Z ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00001345 Date 12/07/10 Permit Fee Total 237.00 237.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 7.12 7.12 .00 .00 Grand Total 244.12 244.12 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH L,3) 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: 17C 3 3 SP iv m , t a R, t_ i/r PERMIT # / o -- 0000 iS NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer 1 Shower Dishwasher _l_ Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet 5 Hose Bibs Urinal Kitchen Sink ( Vacuum Breakers Laundry Tray Water Connected Appliances ,i) (n Lavatory Water Heater r t' Other Fixtures Water Treating System RE -PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Slibwer Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor (Trap) gallons (Requires 3 sets of plans) ❑ Lawn Sprinkler System - Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name l (y5(+ 'T\ Phone Number Plumbing Company V•1e u no tii 9 co L o C Office Phone `I S 5-7i) (,), 4 Fax $ 3- E7;3 (v Co. Address: 1 1(0 07I - 1 - DUI; C ee J 1 '' Cit , C ()/ .Sond►l1e-State Fl Zip 32Z5J License Holder (Print): , t o N ' ..; 1 / A f 1 State Certification/Registration # C F00,2 6 Notarized Signature of License Holder 1 11 if LISA P. BASS Sworn ano s ■ bs l I be before met . 6-4-- day of / i 'il / ■ 20/i) NOTARY PUBLIC • STATE DD 2621 FLORIDA / ^` (�� COMMISSION RES 1 # 60 1 Signature of Notary Publi (Q ez ('�-J EtomAO fiH U +- C6.3- NOTARY1 & At Corporate [Ilis &> sociates ks. 7064 Davis Creek Road,. Jacksonville, FL 32256 P: (904) 880 -0960 F: (904) 880 -0970 Branch Location Environmental II Geotechnical ■ Materials Testing Brunswic 227 Rose Drive, Brunswick, GA 31520 P (912) 279 -0085 F (912) 279 -0086 Integrated Engineering Services ell R port of Imo - Place. Density (Asphalt or Soil) Tests or Coring for Thickness (Circle One) Project: ) 73 If 4, js/,c l#'IA w v I . , a. i w ^' r Contractor: f F. f 1.1 r fa. ,t s Method: ler e'v 1r Work Order #: t'4 -7 ' Reported To: jr. ......r Locat by: t . ' r.. Project #: it " l it... he 7,0 Location: IL f / l , ‘.' ,..... Report #: Material: it. 10 'Li Course: t'"; ii Date Tested: 1i- , „ ; t o Spec. Requirements: 4. Gauge #: z /. ass/ t. Base/LR/ Dr Max. % of Moist Location 1 epth/ Asphalt Dry Max Retest 1 t Thickness Density Density* Density i .. f: /•.t.j ? /I t7_ f i' ‹:0 ".O. i44' *Source Proctor (Project # and/or Work Order #) * est Meets Specification Requirements ` F- Test Fails To Meet Specification Requirements R- Retest To Be Completed In Field Standby Approval , Employee Name 74'..11/,e-,it-/P.""--- _ __..._ ; Superintendent Printed Name Time : Start / Stop Travel Standby Job , r Superintendent Signature ; (Office use) 0 EA-03 (rev. 05110) white copy - office use yellow copy - personal use pink and goldenrod - client use Page / of _ rS ._ CITY OF ATLANTIC BEACH *w j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00001345 Date 3/22/11 Property Address 1738 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 450000 Application desc new home Owner Contractor FORSYTH V ALLISON ELITE HOMES INC. 2345 SEMINOLE REACH CT 2038 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -5251 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor . HWK MECHANICAL INC Permit Fee . . . 147.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/18/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS If on -site storage is required, a post construction topographic survey documenting proper construction will be required. A post construction topographic survey documenting proper construction of on -site storage will be required. No parking at any time on Selva Marina median. Other Fees STATE MECH DCA SURCHARGE 2.21 STATE MECH DBPR SURCHARGE 2.21 PERMIT IS IN ACCORDAICC CITY OF AVPAN`fIC BEACH tf kIMISM AND THE Fi-6111bA BUILDING CODES. " ; k A ° ‘ CITY OF ATLANTIC BEACH ;, i � 800 SEMINOLE ROAD J ' " "' ATLANTIC BEACH, FL 32233 u =� INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00001345 Date 3/22/11 Permit Fee Total 147.00 147.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.42 4.42 .00 .00 Grand Total 151.42 151.42 .00 .0 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 / , ,�- JJc / JOB ADDRESS: /73c? N4/24114 Dit, PERMIT # c PROJECT VALUE $ ('Q(, elf-- NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity (. Tons Per Unit 5 1, S 1164938V %- Heat: Unit Quantity d2 BTU's Per Unit /b 4 Seer Rating //a 633 I Duct Systems: Total CFM a (p b o REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit ARI # Heat: Unit Quantity BTU's Per Unit REQUIRED Duct Systems: Total CFM Seer Rating 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 # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authori to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name )I2,.S V T7./ Phone Number Mechanical Company 19K nfia4AJZZ4i -- ! ,1 Dig ' Off Phone � - SS1)1 Fax ya X94 Co. Address: +34i_ I.E-1,LLL tko U City CkALLA -t l tti•) State 4(-- Zip --. 2.01 License Holder (Print): W g • L022-& N3 State ' 1 ation/Registration # CM C-12...49 4 70 0 Notarized Signature of License Holder 'de re I • KRISTINA T. WILSON Sworn and subsc '.ed before me t is vQ( day of / / 2___,_ 20 1 Notary Public, State of Florida Signature of Notary Public _ I__ � 'I./ My comm. exp. April 21, 2012 � Comm. No. DD 780644 i� r A.9Rri CERTIFIED TM www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 1106384 Date: 3/22/2011 Product: Split System: Heat Pump with Remote Outdoor Unit - Air - Source Outdoor Unit Model Number: 4TWB3060A1 Indoor Unit Model Number: 4TEC3F60B1 Manufacturer: TRANE Trade /Brand name: XB13 WEATHERTRON Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, independent, third party testing: Cooling Capacity (Btuh): 57000 EER Rating (Cooling): 10.75 SEER Rating (Cooling): 13.00 Heating Capacity(Btuh) @ 47 F: 58000 Region IV HSPF Rating (Heating): 7.70 Heating Capacity(Btuh) @ 17 F: 35800 Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION �� The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air- Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on �, r ta and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2011 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129452783127113230 eta CERTIFIED TM www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 1106338 Date: 3/22/2011 Product: Split System: Heat Pump with Remote Outdoor Unit - Air - Source Outdoor Unit Model Number: 4TWB3018A1 Indoor Unit Model Number: 4TEC3F18B1 Manufacturer: TRANE Trade /Brand name: XB13 WEATHERTRON Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI- sponsored, independent, third party testing: Cooling Capacity (Btuh): 19000 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 Heating Capacity(Btuh) @ 47 F: 16500 Region IV HSPF Rating (Heating): 7.70 Heating Capacity(Btuh) @ 17 F: 10300 Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at vwJw.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION ��, The information for the model cited on this certificate can be verified at vwwr.ahridirectory.org, Air- Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on 11101 which the certificate was issued, which is listed above, and the Certificate No., which is listed below. and Refrigeration Institute ©2011 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129452783953389670 j j"\-'1Jr ,y ` r CITY OF ATLANTIC BEACH j 3 ' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00001345 Date 4/26/11 Property Address 1738 SELVA MARINA DR Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF LRG -LOT DISTRICT Application valuation . . . 450000 Application desc new home Owner Contractor FORSYTH V ALLISON ELITE HOMES INC. 2345 SEMINOLE REACH CT 2038 BEACH AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -5251 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL GAS PIPE PERMIT Additional desc . Sub Contractor . FLORIDA PROPANE PARTNERS Permit Fee . . . 87.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 10/23/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS If on -site storage is required, a post construction topographic survey documenting proper construction will be required. A post construction topographic survey documenting proper construction of on -site storage will be required. No parking at any time on Selva Marina median. Other Fees STATE MECH DCA SURCHARGE 4.21 STATE MECH DBPR SURCHARGE 4.21 PERMIT IS IN ACCORDANPi CITY OF ACA FIIC BEACH q/Eliki4ANktg AND THE FL DA BUILDING CODES. r, , °�' TI BEA H " , z , CITY OF ATLAN C C ' 800 SEMINOLE ROAD 1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00001345 Date 4/26/11 Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 8.42 - -^ 8.42 / -' .00 .00 Grand Total 95_442 9S. -42 .00 .00 9/.60 gtdel 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 /6 - 0000 f 3 it- 5 JOB ADDRESS: J 7 3 S VI P rilf)r,ti Ain '' PERMIT # PROJECT VALUE $ CSC 0 NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION REQUIRED Air Conditioning: Unit Quantity Tons Per Unit R Q Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM 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 7 Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters — Solar Collection Systems Tanks (gallons) Wells T � 1)40SPi -1 4� . Des 1h K OTHER: � � � � ' � g , L .e , Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name F6 P S P) l I) �)g Phone Number Mechanical Company C. t �O • , ■ 1 I :I ! ■ . Office Phone Fax7&,) a& / � 1 T� � � V , S R � Cit X a State 1 Zip a 0 Co. Address: �" ( C �, License Holder (Print): • _ ' O .1 4 ■ State Certification/Registration # 0S5 Notarized Signature of License Holder , A -.. ;-- l l •i' .iff. -.- e - hi / / day . ' rg :J► i 20l v .4! ; MY C IIS ION # DD 7 7 ¢ 0 �- I ( 0 , u ;Pf tige Bonded Thru Notary Public Undervniters 4