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860 Paradise Ln SFR 2013 �S!r•rL`1;rJ�� CITY OF ATLANTIC BEACH r) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003417 Date 10/01/13 Property Address . . . . . . 860 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOB CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE A ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 547 . 00 Plan Check Fee 273 . 50 Issue Date . . . . Valuation . . . . 264000 Expiration Date . . 3/30/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA B'U'tILDING }CODE,, t2 a0,018 NAaTrION}A1 ELECTRIC CODE CODE PERMIT IS�PP � O�i� i1� �C�RII �C VIT�i Ak ITS' AdfdN-rlI ffF A ORBfVkX AND THE FLORIDA BUILDING CODES. ;I I,j - CITY OF ATLANTIC BEACH 1 s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003417 Date 10/01/13 ---------------------------------------------------------------------------- Special Notes and Comments Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 21 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 21 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV RESIDENTIAL BLDG 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 547 . 00 547 . 00 . 00 . 00 Plan Check Total 273 . 50 273 . 50 . 00 . 00 Other Fee Total 5641 .42 5641 .42 . 00 . 00 Grand Total 6461 . 92 6461 . 92 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATIO' CITY OF ATLANTIC BE 800 Seminole Road, Atlantic B , FL 32233 EP 1 Office (904) 247-5826 (904) 247- 5 6 2013 Job Address: P,�IM�i5e O V xmit Nu er• y� Legal Descripti n te-T P9 e"Aotse Parcela3 oor Area o q.Ft. 7A fs t Valuation of rk$ f 9�` Proposed Work heated/cooled non-heated/cooled 377 prortl Class of Work(circ re): Ne«• Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposedistructure(s) (circle one): Commercial If an existing structure, s a fire sprinkler system installed? (Circle one): es No N/A Florida Product Approval# iEZ A?_T,4cQ.1,,0FILE COPY For multiple products use product approval form Describe in detail the type of work to be performed: ' ,` �,,,� I „,„ `�•` — -- t; Property Owner Information• Name: ttvb hal s LL Address: 35-7 /02 fyL - City State E/-Zip zz3 3 Phone 7,0 3VF_2go 3 E-Mail or Fax#(Optional) Contractor Information: Company Name: 1"--1A- Qualifi��rin�gAgent: �ili2i5 Address: 39-7 /2 S�t— City ' f4 � r5c „(z'e4ee, State �L Zip 3az33 Office Phone 3/ - Z Job Site/Contact Number G/,'.tf 3-y,9-26t_,3 Fax# State Certification/Registration# C'a L Q51 iqo Architect Name&Phone# / i z - ”; G,j Engineer's Name&Phone# 41 _oz a Fee Simple Title Holder Name and Add ss��,,P Bonding Company Name and Address Mortgage Lender Name and Address N/t} pplication is hereby made to obtain a pernrit t�do the work and installations as indicated I cer7ifi that no work or ustallation Eras conmrencedprior to theisunce of a permit acrd that all work tir ill be ermed to»reef the srrdarzls of all laws regrdatinconsnzrction in thisjurisdicttorr. Thispermitbecomesnulland void rf work rs notcommenced withinsx�6orrtlrs, orifcnstrctionorwork is suspended or abandoned for a penod of sir(6)months at any time afterrkiscon►mend. I rurderstmrd that separapernrits mast be secured for Electrical N'ork, P6uitbing, Sigrrs, Wells,Pools, Frtrnaces, Boilers,Healers, Tanks and Air Cotedttiotien,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certifi,that I have read and examined this aplication and/-now the same to be true and correct. All provisions of laws and oces gove rzlirtrnrnring this Pttpe of work will be complied with whether specified herein or not. The granting of a permit does not presume to give aathority to violate or cancel the rovisions ofarty otherfederal state,or local Inv regrdating constnuction or the performance ofconstnrction. Signature of Owne Signature of Contractor Print Name Print Name Sworn s bscri�d b e me Swor and subscri d for this o 20 thi 20 r G p IS;ION#DD 9 Notary ubl 7760 .F5: ebruary 14,2014 �} ; wy Public underwriters v,� �arY 2014 � ..` .26.10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable o es: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /I? �# ' k FILE COPYt' Development Size - • _ Habitable Space a0,v s, f Non-Habitable 'f" s r 9 are-S.C, Impervious area Miscellaneous Information Occupancy Group - 3 Type of Construction Number of Stories 2- Zoning District U Max. Occupancy Load Fire Sprinklers Required Flood Zone , od, pG T Annva1 Conditions/Comments: f�� CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST 8(0v. p Date: 9/�/3Project Address: j ( S — No. of Units: Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer V Name: at�& Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ 1 14 1).66 Sewer System Development Charge $4 Q50- 00 Water Meter Only $ 1 8 S.- (DO Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Sl�� Other $ TOTAL $S-,q257 OV APPROVED: ( tr 1 Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER Building Department C+�� (To be assigned by the Building Department.) 800 Seminole RoadT�� . Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us 72013 Date nested: City web-site: hitp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: JMaP1k5,1;' L-71 Department review re uired Yes No u' ' Applicant: Hing R Zoning) Tree Administrator Project: �(/�' fj'j f ublic Works rc,Utr i res "Public Safety Fire Services Review fee J Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 b . Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. WORKS omments: P L C UTI i —®3 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road - .- �. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:/Avww.coab.us Jf APPLICATION REVIEW AND TRACKING FORM Property Address: g�6 /02d::Ji:59 L--� De rtment review required Yes No u. Applicant: L! T4 M IEW nin &Zoning% ree Administrator Project: AleV M f_ Muic orks Et ti i ies awe Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: pproved. ❑Denied. (Circle one.) Comments: 1 PLANNING &ZONI Reviewed b :r�Pl+' �/J Y � Date: i 7 -?n TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department' (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233.5445 Phone(904)247-5826 • Fax(904)247- 45 , 58 `Z,o E-mail: building-dept@coab.us Date routed: City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (sc�( S Z-71 Departyrnent review required Yes No _ u' Applicant: Pla ping&Zoning, ree Administrator Project: eV m f ublic Works--) rc Utilities u Fc Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. tAr PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH S, Building Department } 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 i� PLAN REVIEW COMMENTS Permit Application # /3' 3 y/7 Property Address: 0ftd:1 r .o�y•-��%s.g C n Applicant: Project: This permit application has been: E A/pproved Reviewed and the following items need attention: zo o'�-'S 6 el(9 L- vjr acs �w 'X h , -J Please re-submit your application when these items have been completed. Reviewed By:_. j�l7'< 3 Date: City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r�'. :• 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 . Fax(904)247-5845 E-mail: building-deptc@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L �c�L7 5£ L'� De rtment review required Yes No u il �,C C Applicant: 2L! T� 7✓ /n�J Pla ning &Zoning Tr-ed-Administrator Project: Neu ) '22 "'public Works �c.Utl i. es Fire Services �fr �� /- C !& � 000 , Review fee $ Dept Sig tune 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. J. APPLICATION STATUS Reviewing Department First Review: ffApproved. ❑Denied. (Circle one.) Comments: CBUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑D vied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: RApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Chris Lambertson From: Gilboy, Tim <tgilboy@coab.us> Sent: Thursday, September 12, 2013 5:36 PM To: Chris Lambertson Subject: RE: drainage question Chris, As we discussed, Paradise Preserve has its own SJRWMD permit so onsite storage requirements for COAB would not apply. Have a great day. Tim From: Chris Lambertson [mailto:chris@elitehomesfl.com] Sent: Thursday, September 12, 2013 11:17 AM To: Gilboy, Tim Subject: drainage question Ti m, Would you please call me at 349-2803. 1 am going to submit some permits for Paradise Preserve and I have some questions about the drainage requirements for this PUD. Thanks, Chris i 2 / 2 c S § ( C $ . % - .Z> k C55 w, >z . . � | - � ( \a§ \ / Z § (� ■ » ! x CD 0. 0 ' CO) �� _-u ■ (D a § k IC, /` ^ k | = i■ Z ] § K | ¢ | | ? § - |\ � ° ■ z Ng0 ;z NZ A > |=y )`ƒoo :! > ■(# > ; |? ul� t � N � tli CC=LAJ o r a .� 0. 0 W '� P °; t� U a cr a� -a a� U � cc Q) U E- ri a� O m � 0 o � o cn w u W `oCon 0 p I Z ~ O > Z O F � N Q. S ' cc Z c,� .2 '? Cl 0. A --"4 3 o ° CA c ccd O c, ti O O r O> " D O L O Q y U O cVG o o o x 3 o cllus �, •�, -� � o ,_. � � v� v� to n: ¢ O Z va x �C.0 � Gi ¢ Ri a � 3 D rn riEn 2 ¢ 14 fl U Q I i r w v � c 2 aO er 0 C t o �J oGO IJ V 0 } a � v fl r 9 o i V c'. .x O Cd " >, >cn > o cq ti) In En a� to _ ..� C Y UO Y vii a0i au) Z � �+- d CS to cG cd N a� G. Ll T3 O o ... O O O O G v^ O O +- p y i. v� C O O S O O G O o z u, uo w � CU 3 C7 C7 o ¢ cd z Cq v� a cG 3 3 cG ,.a CU cG C oo O, O Q; N r, V Yi t- oo i v 0 .a z t t �Vn �i R t e y € A�l v O a L � � v cit R � J C ! R 6 4 i i 6 L O i bb 7�4010, 1-10 8 v� cix ;wo a 3Hwx c1 U I 'i ¢,6 [ 0 N M d V7 t` 00 C� O -- N M a� •� o 0 fl t ° E CA v o En rA � o O � 4.. ° 4�1 O O O U E O CD `+• ° cc o U 4- \ � o ~' a art rA Q o o � 4., .� N ° p L zs i � rA -0 ? -- � gJ o �. 1- _^ e W W o � u _� a v1 W rn ' Z z Z �- z an o cli cc yaxr.,,..+..e�—..,.-w.-w-+..-.,.•..snsv.x�.a:!lsla�T'a !" r k FILE COPY Residential System Sizing Calculation"" Summary Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 37844 Btuh Total coollingload calculation 37164 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Heat Pump) 111.0 42000 Sensible (SHR = 0.75) 110.3 31500 Heat Pump+ Auxiliary(O.OkW) 111.0 42000 Latent 122.0 10500 Total Electric Heat Pum 113.0 42000 WINTER CALCULATIONS Winter Heating Load for 2640 sqft) Load component Load Ducts(t7%) Mntlowsn 61 Window total 464 sqft 6165 Btuh Wall total 2732 sqft 8022 Btuh �Etrg5f 4"n., Door total 68 sqft 1189 Btuh Ceiling total 1336 sqft 1572 Btuh Floor total See detail report 7630 Btuh Infiltration 167 cfm 6987 Btuh wanst2,�. Duct loss 6280 Btuh Subtotal 37844 Btuh Doorsc3%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 37844 Btuh �( ' SUMMER CALCULATIONS Summer Cooling Load for 2640 sqft) Load component Load Window total 464 sqft 10720 Btuh Wall total 2732 sqft 4293 Btuh Door total 68 sqft 907 Btuh Ceiling total 1336 sqft 1779 Btuh L1JBWq%y%' Floor total 12 Btuh Infiltration 167 cfm 3310 Btuh Wlndowsfa9%, Ducts(2,%) Internal gain 1150 Btuh Duct gain 6387 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 28557 Btuh cea.,9us%� Latent gain(ducts) 1583 Btuh Latent gain(infiltration) 6024 Btuh Vrets(,z%) Latent gain(ventilation) 0 Btuh Doorsc2%) Latent gain(internal/occupants/other) 1000 Btuh Total latent gain 8607 Btuh TOTAL HEAT GAIN 1 37164 Btuh DlgitaNy signed 6y Timothy D. EnergyGauge®S $ith`/ D Gardner ��,J`�'N 'N l7 CN=Timothy D.Gardner,C= PREPARED BY: us.o=U&AHERs 8th Edition Reason-I attest to the accuracy DATE: Gardner and nrt mn0t '00Date EnergyGauge&/USRRZB v3.1 Residential Window Diversity MidSummer Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for July 3984 Btuh Cooling setpoint 75 F Peak window load for July 5088 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5179 Btuh Latitude 30.5 North I Window excursion (July) None WINDOW Average and Peak Loads Limit for excursion 000.00 4000.00 12 Hour Average L O r 3000.00 O J 0 O B 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.rn. 4 p.m. 6 p.rrl. 8 p.m. a.rn. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. IThis house has adequate midsummer window diversity. I EnergyGauge®System Sizing for Florida residences only PREPARED BY DATE: IEnergyGaugeO/USRRZB v3.1 Residential Window Diversity October Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Weather data for: Jacksonville - Defaults Summer design temperature 93 F Average window load for October 4631 Btuh Cooling setpoint 75 F Peak window load for October 5914 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 6020 Btuh Latitude 30.5 North I Window excursion (October) None WINDOW Average and Peak Loads 6000.00 Limit for excursion — 000.00 12 Hour Average f � 4000.00 � 0 3000.00 0 C 2000.00 1000.00 0.00 8 a.rn. 1 Ll 12 2 io.rn. 4 p.m. 6 p.m. 8 P.M. y.rn. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge®/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 E 72.0 13.3 958 Btuh 2 2, NFRC 0.30 Vinyl 0.35 E 6.0 13.3 80 Btuh 3 2, NFRC 0.30 Vinyl 0.35 S 15.5 13.3 206 Btuh 4 2, NFRC 0.30 Vinyl 0.35 S 36.0 13.3 479 Btuh 5 2, NFRC 0.30 Vinyl 0.35 W 54.0 13.3 718 Btuh 6 2, NFRC 0.30 Vinyl 0.35 W 4.0 13.3 53 Btuh 7 2, NFRC 0.30 Vinyl 0.35 N 48.0 13.3 638 Btuh 8 2, NFRC 0.30 Vinyl 0.35 N 4.5 13.3 60 Btuh Window Total 240.0 s ft 3192 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood -Adj (0.077) 19.0/0.0 70 2.94 206 Btuh 2 Frame -Wood - Ext (0.077) 19.0/0.0 302 2.94 888 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 392 2.94 1151 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 330 2.94 970 Btuh 5 Frame -Wood - Ext (0.077) 19.0/0.0 115 2.94 339 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 139 2.94 408 Btuh Wall Total 1349 s ft 3960 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 20 17.5 350 Btuh 2 Insulated - Exterior, n (0.460) 28 17.5 489 Btuh 3 Insulated - Exterior, n (0.460) 20 17.5 350 Btuh Door Total 68 s ft 118915tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.031) 30.0/1.0 32 1.2 38 Btuh Ceilin Total 32 s ft 3813tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 169.4 ft(perim.) 44.8 7596 Btuh Floor Total 1336 s ft 7596 Btuh Room Envelope Subtotal: 15974 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.40 13360 0.49 82.6 3449 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.199) 3865 Btuh Room #1 Sensible Room Subtotal 23288 Btuh EnergyGauge®/USRRZB v3.1 Pagel Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 Component Loads for Room#2: 2nd Floor 771 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 9 2, NFRC 0.30 Vinyl 0.35 E 77.5 13.3 1031 Btuh 10 2, NFRC 0.30 Vinyl 0.35 S 31.0 13.3 412 Btuh 11 2, NFRC 0.30 Vinyl 0.35 S 12.0 13.3 160 Btuh 12 2, NFRC 0.30 Vinyl 0.35 W 46.5 13.3 618 Btuh 13 2, NFRC 0.30 Vinyl 0.35 N 27.0 13.3 359 Btuh 14 2, NFRC 0.30 Vinyl 0.35 N 8.0 13.3 106 Btuh 15 2, NFRC 0.30 Vinyl 0.35 N 6.0 13.3 80 Btuh 16 2, NFRC 0.30 Vinyl 0.35 N 15.5 13.3 206 Btuh Window Total 223-5(sqft) 2973 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 7 Frame-Wood - Ext (0.077) 19.0/0.0 273 2.94 800 Btuh 8 Frame -Wood - Ext (0.077) 19.0/0.0 420 2.94 1234 Btuh 9 Frame-Wood - Ext (0.077) 19.0/0.0 284 2.94 832 Btuh 10 Frame -Wood - Ext (0.077) 19.0/0.0 407 2.94 1195 Btuh Wall Total 1383(sqft) 4062 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Shing (0.031) 30.0/1.0 1304 1.2 1534 Btuh Ceilinq Total 1304(sqft) 1534Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1286.0 sqft 0.0 0 Btuh 3 Raised -Open (0.050) 19.0 18.0 sqft 1.9 34 Btuh Floor Total 1304 sqft 34 Btuh Room Envelope Subtotal: 8603 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.40 11736 0.51 84.7 3538 Btuh Duct load Average sealed,Supply(R&O-Attic),Return(R&O-Attic) (DLM of 0.199) 2415 Btuh Room#2 Sensible Room Subtotal 14555 Btuh EnergyGaugeO/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 37844 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 37844 Btuh EQUIPMENT 1. Electric Heat Pump # 42000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefricient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint' (Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) ip Version S EnergyGaugeO/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor Type* Overhang Window Area(sqft) HTM Load =Windownes SHGC U InSh IS Omt Len H Gross Shaded Unshade Shaded Unshaded 1 2 NFRC 0.30,0.35 No No E 6.8ft 2.Oft 72.0 44.0 28.0 13 35 1538 Btuh 2 2 NFRC 0.30,0.35 No No E 6.8ft 3.Oft 6.0 5.3 0.7 13 35 91 Btuh 3 2 NFRC 0.30,0.35 No No S 1.5ft 16.01f 15.5 0.0 15.5 13 15 236 Btuh 4 2 NFRC 0.30,0.35 No No S 1.5ft 12.01' 36.0 0.0 36.0 13 15 547 Btuh 5 2 NFRC 0.30,0.35 No No W 1.5ft 16.Of 54.0 0.0 54.0 13 35 1898 Btuh 6 2 NFRC 0.30,0.35 No No W 1.5ft 3.Oft 4.0 0.0 4.0 13 35 141 Btuh 7 2 NFRC 0.30,0.35 No No N 12.8f 2.Oft 48.0 0.0 48.0 13 13 603 Btuh 8 2 NFRC 0.30,0.35 No No N 1.5ft 2.Oft 4.5 0.0 4.5 13 13 57 Btuh Window Total 240 (sqft) 5110 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.08 19.0/0.0 70.0 1.4 97 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 302.3 1.6 477 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 391.8 1.6 618 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 330.3 1.6 521 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 115.3 1.6 182 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 138.8 1.6 219 Btuh Wall Total 1349(sqft) 2113 Btuh Doors Type Area(sqft) HTM Load 1 Insulated-Garage 20.0 13.3 267 Btuh 2 Insulated-Exterior 28.0 13.3 374 Btuh 3 Insulated-Exterior 20.0 13.3 267 Btuh Door Total 68(sqft) 907 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Unvented Attic/Light/Shingle 0.048 1.0/19.0 32.0 1.15 37 Btuh Ceiling Total 32(sqft) 37 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1336(ft-perimeter) 0.0 0 Btuh Floor Total 1336.0 (sqft) 0 Btuh Zone Envelope Subtotal: 8167 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.35 13360 0.49 72.3 1430 Btuh Internal Occupants Btuh/occupant Appliance Load gain 1 X 230 + 0 230 Btuh Sensible Envelope Load: 9827 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 9827 Btuh EnergyGauge®/USRRZB 0.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Component Loads for Room#2: 2nd Floor Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross ShadedUnshaded Shaded Unshaded 9 2 NFRC 0.30,0.35 No No E 1.5ft 2.Oft 77.5 0.0 77.5 13 35 2724 13b 10 2 NFRC 0-30,0.35 No No S 1.5ft 2.0ft 31.0 31.0 0.0 13 15 390 Btuh 11 2 NFRC 0.30,0.35 No No S 1.5ft 2.011 12.0 12.0 0.0 13 15 151 Btuh 12 2 NFRC 0.30,0.35 No No W 1.5ft 6.Oft 46.5 0.0 46.5 13 35 1635 Btuh 13 2 NFRC 0.30,0.35 No No N 1.5ft 2.Oft 27.0 0.0 27.0 13 13 339 Btuh 14 2 NFRC 0.30.0.35 No No N 1.5ft 2.Oft 8.0 0.0 8.0 13 13 101 Btuh 15 2 NFRC 0.30.0.35 No No N 1.5ft 2.Oft 6.0 0.0 6.0 13 13 75 Btuh 16 2 NFRC 0.30,0.35 No No N 1.5ft 2.Oft 15.5 0.0 15.5 13 13 195 Btuh Window Total 224(sqft) 5610 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 7 Frame-Wood-Ext 0.08 19.0/0.0 272.5 1.6 430 Btuh 8 Frame-Wood-Ext 0.08 19.010.0 420.3 1.6 663 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 283.5 1.6 447 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 406.8 1.6 641 Btuh Wall Total 1383 (sqft) 2180 Btuh Collings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Unvented AthelLight/Shingle 0.048 1.0/19.0 1304.0 1.15 1497 Btuh Ceiling Total 1304 (sqft) 1497 Btuh Floors Type R-Value Size HTM Load 2 Interior 0.0 1286(sqft) 0.0 0 Btuh 3 Raised-Open 19.0 18(sqft) 0.7 12 Btuh Floor Total 1304.0(sqft) 12 Btuh Zone Envelope Subtotal: 9299 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.35 11736 0.51 74.1 1466 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load. 11686 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0 Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 11686 Btuh EnergyGauge®/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 EnergyGauge®/USRRZB v3.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 17 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 21513 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 21513 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 21513 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 5271 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 6271 Btuh TOTAL GAIN 27784 Btuh EQUIPMENT --T— 1. Central Unit # 30000 Btuh ] `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No), Blinds(B), Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed =•. u;#w (IS-Insect screen: none(N),Full(F)or Half(' /z)) r- (Omt-compass orientation) Version 8 EnergyGaugeO USRRZB v3.1 Page 4 sr�'ow'M „fswar'`r"„ , I.�c"'F+'�'n '!A7ty%1'i'y,�:C+.' 4 FILE Copy FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINGCOSTRUN Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 17 Paradise Preserve Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach ,FL,32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3263.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3173.30 ft2 b. Frame-Wood,Adjacent R=19.0 90.00 ft, 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1336.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1336.00 ft2 6. Conditioned floor area above grade(ft2) 2640 b.N/A R= ft2 c.N/A R= ft2 Conditioned floor area below grade(ft') 0 11. Ducts R ft2 7. Windows(463.5 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 528 a. U-Factor: Dbl,U=0.35 463.50 ft' SHGC: SHGC=0.30 b. U-Factor: NIA ft2 12. Cooling systems kBtulhr Efficiency a. Central Unit 42.0 SEER:13.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 42.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.571 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a.Electric Cap:40 gallons 8. Floor Types (2640.0 sgft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1336.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1286.00 ft2 None c.other(see details) R= 18.00 ft2 15. Credits None Glass/Floor Area: 0.176 Total Proposed Modified Loads: 43.83 PASS Total Standard Reference Loads: 60.65 1 hereby certify that the plans and specifications covered by Review of the plans and O��1r1E Sr this calculation are in compliance with the Florida Energy specifications covered by thisgg D194.11y sign1d by Timothy D.Gardner calculation indicates compliance Code. •>` Timothy DDN:CN=UA HE D.Gardner,C= l+r J)ryt1 ��' „ O US,OUSA HERS with the Florida Energy Code. Reason:I attest to the accuracy a no Before construction is completed -- - PREPARED BY: Gardner :Qa^vottM< rn __ Date:2013.08.1607:03:30-04'00' this building will be inspected for DATE: _ __ - compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD�� OWNER/AGENT: _ BUILDING OFFICIAL DATE: - __ _ DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 8/15/2013 2:33 PM EnergyGaugeCa>USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 r PROJECT Title: Lot 17 Paradise Preserve Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2640 Lot# 17 Owner: Elite Homes Inc. Total Stories: 2 Block/SubDivision: Paradise Preser #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233-0000 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 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2640 25096 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1336 13360 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1304 11736 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 169.4 ft 0 1336 ft' 0.2 0.5 0.3 2 Floor Over Other Space 2nd Floor 1286 ft' 0 0.3 0.2 0.5 3 Raised Floor 2nd Floor ___ _—_ 18 ft' 19 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1693 ft' 508 ft' Medium 0.85 No 0.9 No 1 36.9 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1354 ft' N N 8/15/2013 2:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 ar CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 30 32 W 0.11 Wood 2 Under Attic(Vented) 2nd Floor 30 1304 W 0.11 Wood WALLS d Cavity Width Height Sheathing Framing Solar Below Adjacent # Ornt yVaU Type Space R-yau-e Et UL Ft In Area _ 13-Value_ Fraction Absor-_Grade-°la _ 1 N Garage Frame-Wood 1st Floor 19 10 9 90.0 ft' 0.23 0.25 0 _ 2 E Exterior Frame-Wood 1st Floor 19 40 10 10 408.3 ft' 0.23 0.5 0 _ 3 S Exterior Frame-Wood 1st Floor 19 44 4 10 443.3 ft' 0.23 0.5 0 _4 W Exterior Frame-Wood 1st Floor 19 40 10 10 408.3 ftZ 0.23 0.5 0 5 N Exterior Frame-Wood 1st Floor 19 16 4 10 163.3 ft2 0.23 0.5 0 _ 6 N Exterior Frame-Wood 1st Floor 19 14 4 10 143.3 ft' 0.23 0.5 0 _ 7 E Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft' 0.23 0.5 0 _ 8 S Exterior Frame-Wood 2nd Floor 19 46 4 10 463.3 ft' 0.23 0.5 0 _ 9 W Exterior Frame-Wood 2nd Floor 19 33 10 330.0 ft' 0.23 0.5 0 10 N Exterior Frame-Wood 2nd Floor 19 46 4 10 463.3 ft' 0.23 0.5 0 DOORS # Ornt Door Type Space Storms U-Value FtWidth In FHeightIn Area 1 N Insulated 1st Floor None .46 3 6 8 20 ft' 2 E Insulated 1st Floor None 46 3 6 8 28 ft' 3 W Insulated 1st Floor None .46 3 6 8 20 ft' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Vinyl Low-E Double Yes 0.35 0.3 72.0 ft' 6 ft 10 in 2 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft' 6 ft 10 in 3 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.35 0.3 15.5 ft' 1 ft 6 in 16 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.35 0.3 36.0 ft' 1 ft 6 in 12 ft 0 in None None 5 W 4 Vinyl Low-E Double Yes 0.35 0.3 54.0 ft' 1 ft 6 in 16 ft 0 in None None 6 W 4 Vinyl Low-E Double Yes 0.35 0.3 4.0 ft' 1 ft 6 in 3 ft 0 in None None 7 N 5 Vinyl Low-E Double Yes 0.35 0.3 48.0 ft' 12 ft 10 in 2 ft 0 in None None 8 N 6 Vinyl Low-E Double Yes 0.35 0.3 4.5 ft' 1 ft 6 in 2 ft 0 in None None 9 E 7 Vinyl Low-E Double Yes 0.35 0.3 77.5 ft' 1 ft 6 in 2 ft 0 in None None 10 S 8 Vinyl Low-E Double Yes 0.35 0.3 31.0 ft' 1 ft 6 in 2 ft 0 in None None 11 S 8 Vinyl Low-E Double Yes 0.35 0.3 12.0 ft' 1 ft 6 in 2 ft 0 in None None 12 W 9 Vinyl Low-E Double Yes 0.35 0.3 46.5 ft' 1 ft 6 in 6 ft 0 in None None 13 N 10 Vinyl Low-E Double Yes 0.35 0.3 27.0 ft' 1 ft 6 in 2 ft 0 in None None 14 N 10 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft' 1 ft 6 in 2 ft 0 in None None 15 N 10 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft' 1 ft 6 in 2 ft 0 in None None 16 N 10 Vinyl Low-E Double Yes 0.35 0.3 15.5 ft' 1 ft 6 in 2 ft 0 in None None 8/15/2013 2:33 PM EnergyGaugeO)USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height_ Exposed Wall Insulation 1 492.8125 ft2 492.8125 ft2 78 ft 9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH — ACH 50 -- 1 Wholehouse Best Guess .0005 3462.4 190.08 357.47 .474 8.2779 HEATING SYSTEM # System Type Subtype _ Efficiency Capacity _ _Block jDucts1 Electric Heat Pump None HSPF:7.7 42 kBtu/hr 1 RFSECCOOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR BlockJFEF Central Unit Split SEER: 13 42 kBtu/hr 1260 cfm 0.75 1 HOT WATER SYSTEM System Type SubType Location EF _ Cap Use SetPnt Conservation Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage rt # Company Name System Model# Collector Model# Area Volume _ ft: None None DUCTS ---Supply--- --Return--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 528 ft2 Attic 132 ft2 Default Leakage Attic (Default) (Default) 1 1 8/15/2013 2:33 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling Jan ]]Feb [[ ]Mar [ ]Apr j May [X Jun (X]Jul X]AugX Se [ ]Oct [[ ]]Nov Dec Heating Jan EX]Feb [X]Mar [ ]Apr t May [ Jun [ ]Jul t ]Aug [ Sep [ ]Oct [X]Nov Dec Venting [ Jan [[ ]]Feb [[X)Mar [ I Apr [ ]]May [ Jun [ ]Jul ( ]Aug [ Sep [X]Oct [[X))Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 8/15/2013 2:33 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: Atlantic Beach, FL, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENTt402.4 ON SUMMARY OF REQUIREMENT(S) CHECK Air leakage To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 4032.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/15/2013 2:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 72 The lower the EnergyPerformance Index, the more efficient the home. Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 3173.30 ft2 2. Single family or multiple family Single-family b. Frame-Wood,Adjacent R=19.0 90.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 d. N/A R= ft2 4. Number of Bedrooms 4 Insulation Area 10.Ceiling Types 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1336.00 ft2 6. Conditioned floor area(ft2) 2640 b. N/A R= ft2 c.N/A R= ft2 7. Windows" Description Area 11. Ducts R ft2 a. U-Factor: Dbl,U=0.35 463.50 ft2 a. Sup:Attic,Ret:Attic,AH:Attic 6 528 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 42.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtulhr Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.571 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1336.00 ft2 a. Electric EF:0.92 b.Floor Over Other Space R=0.0 1286.00 ft2 b. Conservation features c.other(see details) R= 18.00 ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building �F CKE sr9)E Construction through the above energy saving features which will be installed (or exceeded) ti, _ , p in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,,,�'`� = r based on installed Code compliant features. U1 d Date: a Builder Signature: s Address of New Home City/FL Zip: r'ifcpD *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 17 Paradise Preserve Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, 32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired- Air-permeable insulation is not used as a sealing material. Air- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and Flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind pieing and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air bar1,er separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed subfloor or d all. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTekw{ r I 14 RE: 131793- ELITE L17 PARADISE RESERVE ,_. _ tiTek USA, Inc. Site Information: .v:: *04 Parke East Blvd. �� Customer Info: Elite Homes Project Name: L17 Paradise Reserve Model: Tampa,FL 33610-4115 Lot/Block: 17 Subdivision: Paradise Reserve Address: Pardise Lane City: Atlantic Beach State: FL 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: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf This package includes 42 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date j No. Seal# Truss Name Date N W p� 11 T5005701 A01 8/29/013 118 T5005718 I CO3 18/29/013 I o 4 s 'r 12 I T5005702 I A02 18/29/013 119 I T5005719 I C04 8/29/013 d o o a �• 13 I T5005703 I A02A 18/29/013 120 I T5005720 I D01 8/29/013 =d o — t 14 I T5005704 I A03 18/29/013 121 I T5005721 I D02 18/29/013 ? �9 e" z 15 I T5005705 I A04 18/29/013 122 I T5005722 I D03 18/29/013 W W a 7 16 I T5005706 105 18/29/013 123 I T5005723 I E01 18/29/013LL h N d d tL W C) 17 I T5005707 I A06 18/29/013 124 I T5005724 I E02 18/29/01311, "'CD i m� Em 18 I T5005708 I A07 18/29/013 125 I T5005725 J E03 18/29/013 _ = o d o 19 I T5005709 I A08 18/29/013 126 I T5005726 I F01 18/29/013 E z g 110 I T5005710 I A09 18/29/013 127 I T5005727 I F02 18/29/013 >d z 11 I T5005711 I A10 18/29/013 128 I T5005728 I F03 18/29/013) a OM � d�A W W z M 112 I T5005712 I A11 18/29/013 129 I T5005729 I F04 18/29/0130`�.. 3 a o z o z N LL 113 I T5005713 I Al2 18/29/013 130 I T5005730 I F05 18/2910131 -0 d „ a 7 L�w 114 I T5005714 I B01 18/29/013 131 I T5005731 I F06 18/29/013 & o z 2 m 115 I T5005715 I B02 18/29/013 132 I T5005732 I F07 18/29/013 I v C', a" w' cc cD 116 I T5005716 I C01 18/29/013 133 I T5005733 I F08 18/29/0131 m N N 117 I T5005717 I CO2 18/29/013 134 I T5005734 I F10 18/29/0131 Q d o 9 p p m = a The truss drawing(s)referenced above have been prepared by MiTekp,S• q Industries, Inc. under my direct supervision based on the parameters �%`�O0•'G E N• '�eq''� provided by TrussMart Bldg Compts,LLC. A�' �'\ SF •'•.l'i�% Truss Design Engineer's Name: Albani, Thomas _* No 3938 My license renewal date for the state of Florida is February 28,2015. IMPORTANT NOTE:Truss Engineer's responsibility is solely for STA E OF W design of individual trusses based upon design parameters shown %OT'•.A- P.' on referenced truss drawings. Parameters have not been verified �i;�s. �.. �.�'' C��,`� as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, �FL Cert. 6634 per ANSI/TPI-1, Chapter 2. August 29,2013 Albani,Thomas 1 of 2 r► I RE: 131793 - ELITE L17 PARADISE RESERVE Site Information: Customer Info: Elite Homes Project Name: L17 Paradise Reserve Model: Lot/Block: 17 Subdivision: Paradise Reserve Address: Pardise Lane City: Atlantic Beach State: FL No. Seal# Truss NameDate 35 T5005735 F11 8/29/013 136 IT5005736 I F12 18/29/013 I 137 IT5005737 I F13 18/29/013 I 138 IT5005738 I F14 18/29/013 I 139 IT5005739 I F15 18/29/013 I 140 I T5005740 I FT01 18/29/013 I 141 IT5005741 I FT02 18/29/013 I 142 I T5005742 I FT03 18/29/013 I 2 of 2 Job Truss Truss Type Qty �117E_PARADISE RESERVE T5005701Job A01 Special Truss 1 b Reference o tions/ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:14:50 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-E21ulgFOi?U7_nnvd7NoUKUmO8aQE8e DXcD Yyiz -1-B-0 5-2-7 10-0.8 13-it-7 20.6.6 17-11-0 2i 8.5-0 1-6.0 5-2.1 4-10-1 3.10-15 6-6.14 7-4-10 Scale=1:52.5 4x4 = 4 15 14 5 4x8 9.00 12 1,5x4 \\ 4 3 4.00 n' Lu- 1.5x4 11 8 13 16 0 2 7 s 1 12 17 11 d 3x4 10 g = 3x4 3x4= 3x4 = 3x4= 3x4= = 6-412 13-3-4 1 11 7 19-11-4 27-11-0 6-9-12 6.5.7 5.11-13 7-11-12 Plate Offsets X Y: [4:0-2-0,0-1-121,[5:0-5-12,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.12 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.18 7-9 >513 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FRC2010/71312007 (Matrix) Weight:146 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:7-9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=635/0-5-8 (min.0-1-8),9=884/0-3-8 (min.0-1-8),7=223/0-5-8 (min.0-1-6) Max Horz 2=-245(LC 8) Max Uplift2=-346(LC 10),9=416(LC 10),7=-161(LC 10) Max Grav 2=699(LC 2),9=9BO(LC 2),7=281(LC 22) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-799/320,3-13=-725/343,3-14=-788/412,4-14=-764/427,4-15=698/476, 5-15=-714/461 BOT CHORD 2-12=-126/715,12-17=0/452,11-17=0/452,10-11=0/452,9-10=-58/537 WEBS 4-10=-217/319,4-12=-180/455,5-9=-813/355,6-9=407/269,3-12=-352/234 NOTES `,ty{11111It/ 1)Unbalanced roof live loads have been considered for this design. `�1 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;Exp S% %� _n PrJ A, q /, C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Extedor(2)7-0-8 to 10-0-8, ��% d`>.`•"C•E N <e J# Interior(1)13-0-8 to 13-11-7,Exterior(2)26-5-9 to 29-5-9 zone;Cantilever left and right exposed;end vertical left exposed;C-C for �� ,••v `S�`"•,�/1� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .'` • '' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N116 3938 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit—' between the bottom chord and any other members,with BCDL=5.Opsf. p ' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 346 Ib uplift at joint 2,416 Ib uplift at joint 9 t1`,• y �� and 161 Ib uplift at joint 7. „ T• _ „ LIJ. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O LOAD CASE(S) Standard p R rinl FL Cert. 6634 August 29,2013 Q WARKNII Verify design parameters and READ NOTES ON THIS AND INCLUDED 16MKREFEREAKEFdGEP91 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fab(cation,quality control,storage,delivery,erection and bracing,consult ANSI/tPll Quality Criteria,DSO-89 and BCSI Building Component 6904 Parke East 8W. Safet Information voi able from Truss Plate Institute,781 N.Lee Sheet Suite 312,Alexondna,VA 2314. Tampa,FL 33610.4115 1f Sry 9txern 0ine�4P 1urnber ez slx�r ifred,thP.de.cign values are.those effect we fkfi,01,/23)'.3 Egg A LSA[ 1 a Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 131793 A02 Spec al Truss 3 1 Job Reference(optional) T5005702 _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:14:51 2013 Page • ID:XIakeYhbeBmOS6BswxXSHezjvZl-FsGVDFOTIc c?1-5Bru11X1x6YwfzbV8RBLnw?.yizz 5.2-7 IG-0-8 13-11-7 2as-s 27-11-0 9- 0 5.20- 4-10-1 3-10-15 6-614 7-4-10 1 2 0 Scale=1:51.5 4x4= 3 14 9.00 12 13 4 4x8 1.5x4\\ 4 2 4.00 It 1.5x4 5 12 1 15 Lill 0 6 d7 I� 11 16 10 d 9 3x4= 3x4 = 3x4= 3x4= 3x4 3x4= = 69-12 13-11-7 i9-11-4 27-11-0 69.12 7-1-11 5.11-13 7-11-12 Plate Offsets(X.Y): [3:0-2-0,0-1-121,[4:0-5-12,0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.12 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.18 6-8 >514 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:143 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:6-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=555/Mechanical,8=896/0-3-8 (min.0-1-8),6=221/0-5-8 (min.0-1-8) Max Horz 1=-235(LC 8) Max Upliftl=-244(LC 10),8=-427(LC 10),6=-159(LC 10) Max Grav 1=601(LC 2),8=993(LC 2),6=280(LC 22) FORCES (lb)-Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 1-12=-815/372,2-12=-7331387,2-13=-792/458,3-13=-768/481,3-14=700/493, 4-14=716/478 BOTCHORD 1-11=-183/755,11-16=0/463,10-16=0/463,9-10=0/463,8-9=-71/546 WEBS 3-9=212/316,3-11=-239/460,4-8=-834/380,2-11=-362/282,5-8=-407/269 NOTES ��tl1111►1I/t 1)Unbalanced roof live loads have been considered for this design. ♦�� S A 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft,L=28ft;eave=oft;Cat.II;Exp ♦♦ _n P �� j C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0.12 to 7-0-8,Exterior(2)7-0-8 to 10-M, ♦� QG E N B Intenor(1)13-0-8 to 13-11-7,Extedor(2)26-5-9 to 29-5-9 zone;cantilever left and right exposed;end vertical left exposed;C-C for `♦A�`.•'�\ ,9 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i " 0 3938Q ' 3)This truss has been designed fora 10.0 psf bottom chord live load nonconwment with any other live loads. . 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit: * .> between the bottom chord and any other members,with BCDL=5.Opsf. 5)Refer to girder(s)for truss to truss connections. n <� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 Ib uplift at joint 1,427 Ib uplift at joint 8 -r ' 7 AT E U r" and 159 Ib uplift at joint 6. ,, UJ Za 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �'�,t' Q �4�1; OR LOAD CASE(S) Standard '�� S`��O N AL��``♦♦ 77t1►111lIH��, FL Cert. 6634 August 29,2013, 0 WARNING Verdfy design pararneteya and READ NOT&S ON THIS AND INCLUDED WTEK REFERENCE PAGE W1 74 73 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. , Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding i fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 Quality Criterla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solety Information qva ble from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 2314. Tampa,FL 33810-4115 I►SolathernPrr1ey4R Imnbe.ri:awecifiwi,thrde:.ignvalues are ttivm-effective,16 03./23713 tryALSG 1 Ir Job Truss Truss Type City Ply ELITE 117 PARADISE RESERVE T5005703 ' 131793 A02A Special Truss 3 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:14:53 2013 Page ID:XlekeYhbeBmOS6BswxX8HezjvZl-edzOwiHG?wtirJUUJGwV6y616LcFRdLCivVgtbtyizz 10-0-8 13-11-7 19.10-4 4-10-1 310-15 5-10.13 4x4= Sub=1:48.8 3 9.00 12 11 124 44 4.00 112 1.5x4 \\ 2 13 3x4 5 10 1 0 3x4= 9a 14 15 7 1.5x4 116 3.4=3x4= 3x8= 6-9.12 1311-7 19.10.4 6-9.12 7-1-11 5.10.13 t Plate Offsets X Y: 3:0-2-00-1-12 4:0-2-0 0-2-4 5:0-1-120-1-8 LOADING(pan SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.12 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Cade FRC2010/71312007 (Matrix) Weight:115 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. 5-6:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=579/Mechanical,6=583/Mechanical Max Horz 1=-182(LC 8) Max Uplift I=-253(LC 10),6=-269(LC 10) Max Grav 1=629(LC 2),6=629(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-860/398,2-10=-778/413,2-11=-830/484,3-11=-806/506,3-12=-797/555, 4-12=-813/538,4-13=-590/338,5-13=-641/329,5-6=-602/350 BOT CHORD 1-9=-351/740,8-9=-146/453,8-14=-146/453,14-15=-146/453,7-15=-146/453 WEBS 3-7=-273/414,3-9=-240/456,4-7=-512/404,5-7=-264/610,2-9=-362/281 NOTES 1111111111111 1)Unbalanced roof live loads have been considered for this design. 111 I!! S2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp ,`t� �{� • A. C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, Q •`G E(�S q !� Interior(1)13-0-8 to 13-11-7,Exterior(2)16-8-8 to 19-8-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for �� .-- �, {C••.�? �. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�, N-6-- 39389-,--,'. 'y 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits * � , between the bottom chord and any other members,with BCDL=5.0psf. ' ✓xr'` 5)Refer to girder(s)for truss to truss connections. '- 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 Ib uplift at joint 1 and 269 Ib uplift atjoint 14/ 6. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. AN P•. ��, LOAD CASE(S) Standard % R . 1l,11O N A�111\�.0 �FL Cert. 6634 August 29,2013 W RPhENG W oify design parcnnetem and READ NOTES ON THIS AND INCLUDED NI72K REFF,'REW E PAGE Af f 7473 BEFORE USE. Design valid for use only with Mi ek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatbn va' ble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA?.2314. Tampa,FL 33610-4115 IfSzteatharnpin SP)lulntTefi:s::s}.rrsa.filled,trhedf.mgnvalues arethaneeffpr.tiww0610:9f:013.FayALAC p 1 1 JobTruss Truss Type Oty Ply ELITE L17 PARADISE RESERVE T5005704 131793 A03 Special Truss 1 Z Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:14:55 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-aO5nLOJXXX7P4desOhyzBNBec9FwvZljMpJ_fmyizz 5-2-7 10-0-6 13-11-7 20-6.6 2Z-11-0 5-2-7 4-10-1 3-10-15 6-6-14 74-10 4x4= Scale=1:54.9 3 g.o0 Fi2 q 4x8 1.5x4\\ 4.00 2 1.5x4 5 c 1 6 dho 9 10 11 12 13 14 d 3x4- 8 7 3x4= 3x4 = 7x6= 3x4 = HUS26 HUS26 3x4= HUS26 6-9-12 10-0-8 13-11-7 19-11-4 27-11-0 6.9-12 3-2-12 3-10.15 5-11-13 7-11-12 Plate Offsets X Y: 3:0-2-0 0-1-12 4:0-5-12 0-2-0 6:0-3-2 Ed a 8:0-3-0 0-3-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.14 6-7 >673 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.26 6-7 >358 180 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:304 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-8:2x6 SP SS 6-0-0 oc bracing:6-7. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 1=501/Mechanical,6=938/0-5-8 (min.0-1-8),7=1850/0-3-8 (min.0-1-8) Max Harz 1=-224(LC 6) Max Uplift 1=-215(LC 8),6=419(LC 8),7=-896(LC 8) Max Grav 1=609(LC 13),6=1052(LC 20),7=2040(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=835/291,2-3=-769/379,3-4=-748/310 BOT CHORD 1-9=154/765,9-10=0/480,10-11=0/481,8-11=0/481,7-8=0/605 WEBS 3-8=174/399,3-9=-228/434,4-7=-899/219,5-7=-446/294,2-9=-291/260 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. `t�`�I I I /I,♦ Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. A I�♦f Webs connected as follows:2x4-1 row at 0-9-0 oc. 00 S. ENS'-. � •q 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ,%� (� .• E N B ♦�♦i connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `� .•�\ S'-. I�t i 3)Unbalanced roof live loads have been considered for this design. ♦ ,`i 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft,L=28ft;eave=4ft;Cat.11;E1e IN o 39380 C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip `` f ,; DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. . -a w j TAT E UF' 44 7)Refer to girder(s)for truss to truss connections. i 41 z 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 215 lb uplift at joint 1,419 lb uplift at joint 6 ��(�` .40 R ID P.'•��`�~ and 8961buplift atjoint 7. �i � •••.....••"• 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ♦♦♦ `S/ 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 22-2-4 ♦�I',�NA from the left end to 26-2-4 to connect truss(es)A07(1 ply 2x4 SP),A06(1 ply 2x4 SP) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard FL Cert. 6634 August 29,2013 Continued on a e 2 AWAWNING Veri�J ddsign parameters and READ NOTFS ON THIS ANE)INCL3XRD MITSKREFERFWE PAGE Atlf-7473 BEFORE USE. I �� Design validfor use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 9' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMormalbngvotlable from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA X2314. Tampa,FL 33610-4115 if Southern Pirte SP lwnlser.w*Kifieed,the design valuesaae ihosp effective 4.6YOl./201:3 to ALSO, R r Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 75005704 131793 A03 Special Truss 1 , 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:14:55 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-a05nLOJXXX7P4desQhyzBNBec9FwvZljMpJ fmyizz , LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-4=-44,4-6=-44,1-10=-10,10-11=-40,6-11=-10 Concentrated Loads(lb) Vert:12=-566(B)13=-566(B)14=-566(B) t1r«11111111►r� * NO 3938. . �1 ©XA• OR k r,�sSl0NA FL Cert. 6634 August 29,201 yARKING Verifg rtesign parameter-s and READ ff-)'M M ON IWIS AND INCLUDED IYr17EKREFF.REWE PAGE 16174 73 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �TekY. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bled. Salety,Information va'oble from Truss Plate Institute,781 N.Lee Street Suite 312.At xondra,VA 2314. Tempa,FL 33610-4115 If4auther,^Pine SP lumber ss��r.ifre.d,the.&.grivaluesaret'h.... fwa.tiwe436{�t}3,�36Y31ryA.t:SC Job Truss Truss Type oty Ply ELITE L17 PARADISE RESERVE T5005705 131793 A04 Special Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:14:57 2013 Page • ID:XiakeYhbeBmOS68swxX8HezjvZl-XODXm4Kn26N7KwoFY6?RGoHyCzzONRI0g7o5kfyizz 5-2-7 F 10-0-8 13-11-7 20.6.6 _ 27-11-0 +,250 { 5-2-7 4-10-1 310-15 6.6-14 r— 7-4-10 1$0 Scale=1:52.7 4x4 = 4 15 18 6x6 9.00 12 1.5x4 \\ 5 3 4.00 12 3x4 6 3x4 14 7 17 8 N 9 1 13 18 12 d 30= 11 10 3x4= 3x4= 4x14 3x8= 1.5x4 6-9-1213-11-7 19-11-4 27-11-0 8-9-127-1-11 5-11-13 7-11-12 Plate Offsets [4:0-2-0,0-1-121,[5:0-10-4.0-1-81,18:&-5-4,0-2-1l LOADING(psi SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.11 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.17 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:149 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 8=243/0-5.8 (min.0-1-8),2=633/0-5-8 (min.0-1-8),10=886/0-3-8 (min.0-1-8) Max Horz 2=-248(LC 8) Max Uplift8=-204(LC 10),2=-350(LC 10),10=-392(LC 10) Max Grav 8=299(LC 22),2=695(LC 2),10=986(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-793/336,3-14=724/359,3-15=-786/427,4-15=-763/442,4-16=710/510, 5-16=727/494,5-6=-611/330 BOT CHORD 2-13=-126/714,13-18=0/453,12-18=01453,11-12=0/453,10-11=-394/249 WEBS 4-11=257/333,4-13=-180/452,6-11=-359/937,5-11=-475/378,3-13=-351/232, 6-10=942/453 NOTES �t11111t11111, 1)Unbalanced roof live loads have been considered for this design. �% S A 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=28ft;eave=4ft;Cat.II;Exp N� �\ •�,,,A. C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Intedor(1)1-4-15 to 7-0-8,Extedor(2)7-0-8 to 10-0-8, `i C},.•\C E Ns**. Interior(1)13-0-8 to 14-1-9,Exterior(2)26-11-0 to 29-11-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for A, members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ` 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. � �• 111N3938 -�• - 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members,with BCDL=5.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 Ib uplift at joint 8,350 Ib uplift at joint 2 and 392 Ib uplift at joint 10. • y^mf . AT .'�L/ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O (J h LOAD CASE(S) Standard � � 4 O R OD ON A`I- FL Cert. 6634 August 29,2013, A WARNTNG Verijfg design parameters an d READ NOTES ON THIS ANP INCLUDED MITEh:REFEREWE PAGE M7I 7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,V' fabrication,quality control.storage.delivery,erection and bracing.consult ANSI/TPII Quality Cdtedo,OSB-89 and SCSI Building Component 6904 Parke East Sled. Safety Information gvolable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA X2314. Tampa,FL 33610-4115 If S�authern PirE.e SP Itunher is specified.,the design vallres are Thaxse effective OilI01/20Y3 b'r ALSC r f Job Truss Truss Type Qty PlyELITE L17 PARADISE RESERVE 75005706 131793 A05 Special Truss 8 1 ob Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:14:58 2013 Page I D:XlakeYh beam 0 S6BswxXBHezjvZ 1-?bnvz0 L PpSV_x4N R 5p WgpOpAZM KX6vjA3nYeG 5yizz r 2-7 1070-8 + 14-10-9 20.1-0 2 1-6-0 5.2-7 4-10-1 4-10-1 5-2-7 4x4 = Seale=1:50.2 4 12 /3 9.00 12 1.5x4 \\ 1.5x4 3 5 11 74 2 6 0 101 1 7 10 9 15 18 8 I$ 3x4= 3x4= 3z4=3x4= 3x4= 6-9-12 13-3-4 20.1-0 8-9-12 6.5-7 6.412 Plate Offsets X Y: 4:0-2 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.11 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.02 6 We n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:109 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=658/0-5-6 (min.0-1-8),6=653/0-3-8 (min.0-1-8) Installation guide. Max Horz 2=253(LC 9) Max Uplift2=-360(LC 10),6=-354(LC 10) Max Grav 2=729(LC 2),6=724(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-844/341,3-11=-828/364,3-12=-890/432,4-12=867/447,4-13=-871/451, 5-13=-895/436,5-14=-832/368,6-14=-850/344 BOT CHORD 2-10=-100/740,9-10=0/489,9-15=0/489,15-16=0/489,8-16=0/489,6-8=-105/630 WEBS 4-8=-190/446,5-8=-358/237,4-10=-183/437,3-10=-349/231 NOTES 1)Unbalanced roof live loads have been considered for this design. t%V111 t f 11111 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp �r,R C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, �� PrJ A, Interior(1)13-0-8 to 18-8-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `��` \C'E S •. �i1i�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 1 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 3938 r between the bottom chord and any other members,with BCDL=S.Opsf. ik y 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 Ib uplift at joint 2 and 354 Ib uplift at joint=- 6. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,"rq• ,< ,fir;rA,t,E I�1 Z LOAD CASE(S) Standard FL Cert. 6634 August 29,2013 WARNING Verghj deston paramefers and kEAD NOTES ON THIS AND INCLUDEO MTEK REFERENCE PAGE JUI 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Brocing shown_ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bhd. Safety irdorma8on gvoilable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 2314. Tempe,FL 33810-4115 1f Smother n Pilr.e SP turrxtter i:x:s{ter.r wd,the zle:signvalur_:sTufe ftiztse effect Ve_' tl3. 261:3 tty A:LSC Job Truss Truss Type City Ply FELIITE L11 PARADISE RESERVE ' T5005707 131793 A06 Common Truss 2 1 Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:00 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-xzvfO5MfL31iBOXgDEYBuRvWXAOfao7SW511Kzyizz 5-2-7 10.0.8 14-10.9 20.1-0 i 1-60 5.2-7 4-10.1 4-10-1 5-2-7 4x4= Scale=1:50.2 4 11 12 8.00 12 1.5x4 \\ 1.5x4 3 5 13 10 6 0 2 0 1 9 8 14 15 7 30= 3x4 =3x4= 3x4= 3x4 = 6-9.12 13-3-4 20.1-0 69-12 65-7 69.12 , Plate Offsets 14:0-2-0,0-1-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.08 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 6-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC201 D/TPI2007 (Matrix) Weight:106 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-2 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 6=576/Mech2nical,2=664/0-5-8 (min.0-1-8) Max Horz 2=244(LC 9) Max Uplift6=-257(LC 10),2=367(1_C 10) Max Grav 6=629(LC 2),2=736(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-855/359,3-10=829/382,3-11=891/449,4-11=-867/465,4-12=-870/500, 5-12=893/477,513=823/407,6-13=858/392 BOT CHORD 2-9=-188/727,8-9=-26/476,8-14=-26/476,14-15=-26/476,7-15=-26/476,57=230/638 WEBS 4-7=-242/443,57=-361/279,4-9=-181/438,3-9=-349/232 NOTES 1)Unbalanced roof live loads have been considered for this design. III I I I I)/)1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp f�� s A //1// C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, �� Inter or(1)13-0-8 to 17-04 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8 MWFRS for ``��O�•; �E N S••ey�1��i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦,` ;• F•�•. t� 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. ; • 'r , 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitN'0 393U between the bottom chord and any other members,with BCDL=5.Opsf. *.• %' 5)Refer to girder(s)for truss to truss connections. r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 Ib uplift at joint 6 and 367 Ib uplift at joint;— .ej% - o 2. : "S'TATE U r 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . LOAD CASES Standard ��S�4 d R 1 D P��,�S' O i �•�' ''0/,//S,O N A' -- 00` �FL Cert. 6634 August 29,201 0 WARKNG-Vertjy desivan parameterm and READ MOTES ON 7WIS AM INCLUDED WTEKREFERBME PAGE A4I 747.3 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and brocing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIW. Salety Inlormallon 4vailable from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 IfSrxuthernPiae SP lumberrssgec�ed,Etre.aie:tignvahresarethoseeffective06 69/201.31YyALSG ► e Job Truss Truss Type ply Ply ELITE 117 PARADISE RESERVE T5005708 131793 A07 Common Truss 2 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:01 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-PAS2cRNH6NtZoY60nx3NReRhGaLuJ FPdlmJtQyizz r3-0.0 -2-0.0 5.2-7 10.0.6 1410.9 20.1-0 1-0.0 2-0-0 62-7 4-10.1 4-10.1 5-2-7 4x4 = Scale=1:53.8 5 11 12 1.5x4 \\ 9.00 12 1.5x4 4 6 13 7 3 Yo 10 9 14 15 jy 2 3x4= = d t 3x4=3x4= 3x4B 3x4= 1 69.12 13-3-4 20.1-0 6x12 6-5-7 69-12 Plate Offsets X Y: f5:0-2-0,0-1-121 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:109 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 7=576/Mechanical,3=653/0-5-8 (min.0-1-8),2=101/0-5-8 (min.0-1-8) Installation guide Max Harz 3=-240(LC 8),2=90(LC 10) Max Uplift7=-260(LC 10),3=-287(LC 10),2=-101(LC 10) Max Grav 7=629(LC 2),3=721(LC 2),2=122(LC 21) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=-854/399,4-11=-844/470,5-11=-822/485,5-12=-854/507,6-12=-877/485, 6-13=-807/414,7-13=857/399 BOT CHORD 3-10=-208/724,9-10=-32/476,9-14=-32/476,14-15=-32/476,8-15=-32/476,7-8=-236/638 WEBS 5-8=-241/447,6-8=-360/279,5-10=-203/388,4-10=-316/247 NOTES 1)Unbalanced roof live loads have been considered for this design. /111111111 ilk 2)Wind:ASCE 7-10,CC;Encl.,GCpi=0.18;uMWFRS(directional)and C-C Exterior(2)t -3-1-11 to 02pif In Interior(l)-0-1-1 to 7-0-8,Exterior(2)7-0-8 tof10-0--g II;Exp -.0 p,S A. q 4"411 Interior(1)13-0-8 to 17-0-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8 MWFRS for Q �� • �i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `r `,•'�\C E N 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. t 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 40 3938Q between the bottom chord and any other members,with BCDL=5.Opsf. 5)Refer to girder(s)for truss to truss connexions. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 260 Ib uplift at joint 7,287 Ib uplift at joint 3 and 101 Ib uplift at joint 2. • ^" V 7)Non Standard bearing condition. Review required. "ATE U " 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 0�•�,C �.� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �,.4# L Q 1 R LOADCASE(S) Standard �'iSS'lONAt-E�%% �j�1111111111►11 FL Cert. 6634 August 29,2013 A G ARh7NG 4'er-iF design pat-arne3ers and PXAD:O TM ON THIS AND IA'CLUDED M1TEKREFEREIKE PAGE M71 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the r' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M(Tek- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sately Information gva able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 0X2314. Tampa,FL 33610-4115 If'xnaathevnPiaxe SP h,wlltri:ss} !c.ifiterl,t`!1t'r#es:ig,:.lvalaaws<xretihea:sr.effiw.a.t.irr..s'}£/ 3/ti11:3.tryAL.St.: r Job Truss Truss Type T5005709 City Ply ELITE L17 PARADISE RESERVE 131793 A08 Common Truss 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:04 2013 Page • ID:XlakeYhbeBmOS6BswxX8HezjvZl-g18AETPAPIF8f?gbS4d43H391nHpVWv2Ri?zTlyizz r3-0-0.1-20-0_1 12 10-0.8 14-34 0.10 1-D-0 2-0.0 5.3-12 4-8-12 4-8-12 5-3.12 44= Scale=1:55.7 5 3x4�i 3x4 9.00 12 4 6 7 3 0 2 3x6�i 12 13 71 14 10 9 15 18 8 17 18 3x6 o t HUSZB HUS26 2x8 II 4x8 = 3x8-_ HUS26 2x8 I I HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 5.3.1 10.0-6 14-34 2D-D-7 20--0 5 3-12 4 812 ae 12 5-3-3 D- 9 Plate Offsets X 3:0-1-10 Qt-8 4:0-1-12 0-1-8 6:0-1-12 0-1-8 7:0-1-100-1-8 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.08 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.14 9-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:258 Ib FT=0% LUMBER BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 7=3102/0-6-6 (min.0-2-0),3=3204/0-5-8 (min.0-2-2),2=26/0-5-8 (min.0-1-8) Max Horz 3=245(LC 7),2=71(LC 8) Max Uplift7=1483(LC 8),3=1498(LC 8),2=-70(LC 8) Max Grav 7=3421(LC 2),3=3550(LC 2),2=102(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=4606/1964,4-5=3121/1429,5-6=-3124/1431,6-7=-4636/2006 BOT CHORD 3-12=1461/3570,12-13=1461/3570,11-13=1461/3570,11-14=1461/3570, 10-14=-1461/3570,9-10=1461/3570,9-15=-1497/3608,15-16=-1497/3608, 8-16=-1497/3608,8-17=-1497/3608,17-18=-1497/3608,7-18=-1497/3608 WEBS 5-9=1566/3409,6-9=-1542/788,6-8=702/1689,4-9=-1493/741,4-11=-653/1635 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 1111111111111 Top chords connected as follows:2x4-1 row at 0-9-0 oc. `�� A I'll Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. �� ONS NS ,q ' Webs connected as follows:2x4-1 row at 0-9-0 oc. O`er' .•"•• jQ ��j 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `� "N•.•�\C ENS*-. connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. � •• �� 3)Unbalanced roof live loads have been considered for this design. , r • d"0 39380,11 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat.ll;EJ9 C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit i.�' �`AT E between the bottom chord and any other members. r 111 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1483 Ib uplift at joint 7,1498 Ib uplift at joint 3 �( a R ` Q.'• `�, and 70 lb uplift at joint 2. �i�'lSS•••.,,,.••'`C ` 8)Non Standard bearing condition. Review required. / � 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. Illlll{�N A;11111, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max,starting at 2-1-12 from the left end to 18-1-12 to connect truss(es)A09(1 ply 20 SP),At 0(1 ply 2x4 SP),A02A(1 ply 2x4 SP) to front face of bottom Cert. 66August 4 chord. FL 12)Fill all nail holes where hanger is in contact with lumber. '-"""""""""""""""" st Au 29,2013, S4ARMNG-Verify design parameters and PFAD NOTES ON THIS AND INObUDED 1tSI7TxN.REFERENCE PAGEkII1 7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of desgn parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quolity control,storage,derrvery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 8904 Parke Eau Blvd. Safety Information va'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 2314. Tampa,FL 33810-4115 If xa�thernPrrte 4P lamberaspecc.ified,Thedeagnvaluesarethzsseeffertilra£15 O112013byALSC t , Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005709 131793 A08 Common Truss 1 L Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:04 2013 Page ID:XlakeYhbeBm OS6BswxX8HezjvZl-gIBAETPAPIF8f?gbS4d43H39lnHpWWw2Ri?zTlyizz LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-44,2-3=-56,3-5=-44,5-7=-44,3-7=-10 Concentrated Loads(lb) Vert:10=-569(F)9=-569(F)12=-560(F)13=-560(F)14=-560(F)15=-569(F)16=-573(F)17=-573(F)18=-573(F) %``,,��PS A. q,� Ill �i '~ .e 4 z' SPATE 0 FL Cert. 6634 August 29,2013 A WARMNG•Verify design parameters and FXAD NOTES ON THIS gan INCLtMEO AUTEK REFERENCE FADE J61 74 73 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BW. Safety Information ivaoh.able from Truss Plate Institute 781 N.Lee Street.Suite 312,Alexandria,VA X231 Tampe,FL 33610-4115 If 4rrI I the fn pine 51a ntt".ari:ffj+rr.itied,ttte r#emgrhalup..5.are thaser.f4•er.tive.CIAO?.2314, -4115 3 try AI.Y... t l Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005710 131793 A09 Special Truss 3 1 Job Reference o tiorlal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:05 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-IxiYRpQoAcN?H 9PnOn8JbUcNHBjBF3bCgMlwOByizz -1-&0 5.2-7 160.8 14-169 19-10-4 1-6.0 5-2-7 4-10-1 4-161 4-11-11 4x4 = Sub=1:50.2 4 11 12 9.00 12 1.5x4 \\ 1.5x4 3 5 13 10 6 2 I 1 9 8 14 15 7 3x4= 3x4=3x4= 3x4= 3x8 I 8.9.12i 10.0.8 13.3.4 19-10-4 8-9.12 3-2-12 3-2-12 6.7-0 Plate Offsets MY):: 4:0-2-0 0-1-12 16:0-3-0,0-0-51 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.08 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.11 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:106 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation ouide, REACTIONS (Ib/size) 2=657/0-5-6 (min.0-1-8),6=570/Mechanical Max Horz 2=244(LC 9) Max Uplift2=-364(LC 10),6=-254(LC 10) Max Grav 2=729(LC 2),6=621(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=843/354,3-10=817/377,3-11=879/444,4-11=-855/460,4-12=843/489, 5-12=-867/467,5-13=785/396,6-13=833/381 BOT CHORD 2-9=183/719,8-9=-23/468,8-14=-23/468,14-15=23/468,7-15=-23/468,6-7=-217/609 WEBS 4-7=232/416,5-7=-336/267,4-9=-180/439,3-9=-349/232 NOTES 1�,1111111/l�I`, 1)Unbalanced roof live loads have been considered for this design. % 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp �N,p(�..�J A- C; C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-415,Interior(1)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, ,%% �`" � Interior(1)13-0-8 to 16-9-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for ,� .•�\ se.l reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f`;)'Ij 393$9 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fits *: •:, between the bottom chord and any other members,with BCDL=5.Opsf. e 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 364 Ib uplift at joint 2 and 254 Ib uplift at joint: s. ;�a_,� .. TATE 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i T,c' AN LOAD CASE(S) Standard 'i� ls �'' d R, �\%`` --is,O N A��C�� FL Cert. 6634 August 29,2013 AWARN71VG Ve Y {design parameters and fie6I1 AKJTES ON THIS AND INCL UDED 6Y77EK REFEF-EN('E PAGE bSll 7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the resporuibillity of the Mi!Te erector.Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek- fabrication,quality control storage,delivery,erection and bracing.consult ANSI/TPll Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIW. Safety Irdormallono ble from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 2314. Tampa,FL 336104115 if Southern PineISPrturntser ii iif ec.ified,the de.>ign vahresare thrna etfrer.tive tis ik3.NI.3!IV At iC, __J IL r Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005711 ' 131793 A10 Special Truss 3 1 _ Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:06 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-m7Gxf9ROxvVsvJ_ZVfY8i8Yzb34_WfLu0U3Ydyiz2 sea lo-o-e 10-las 1s 10-4 12-1 4-11, 4-10-, 411-11 4x4= Scale:114"=I' 3 9.o0 12 t0 11 1.5x4 \\ 1.5x4 2 4 9 12 5 ki 1 I 8 7 13 14 6 3x4= 3x6 11 3x4= 3x4= 3x4= 6-9-12 10-0.8 13-3-4 19.10-4 3- 3.2-12 6-7-0 - Plate Offsets X Y: f3:0-2-0,0-1-121,f5:0-3-0,0-0-51 6-9-12 2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.08 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 1-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:103 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracingbe WEDGE installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation nuide. REACTIONS (Ib/size) 1=578/Mechanical,5=579/Mechanical Max Horz 1=-220(LC 8) Max Uplift 1=-262(LC 10),5=-262(LC 10) Max Grav 1=631(LC 2),5=631(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-861/407,2-9=-816/423,2-10=-886/493,3-10=-862/515,3-11=-848/510, 4-11=-871/487,4-12=-790/417,5-12=-848/402 BOT CHORD 1-8=-242/760,7-8=-37/480,7-13=-37/480,13-14=-37/480,6-14=-37/480,5-6=-233/621 WEBS 3-6=-229/417,4-6=-336/268,3-8=-240/445,2-8=-361/280 NOTES 1)Unbalanced 1live 111111111!!''�•, 2)Wind:ASCE 7-10;Vult=d130mph(3-second Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp ,.�``'p�p,S A. q C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, S% Interior(1)13-0-8 to 16-9-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for �� .r .••�\C'E N s••'. �i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��. L F ', �.•' 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v 0" 3938Q Y 4 This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit+• * : �w•� f," between the bottom chord and any other members,with BCDL=5.Opsf. f .. 5)Refer to girder(s)for truss to truss connections. ✓ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 Ib uplift at joint 1 and 262 Ib uplift at joint.. 5. Lc,, 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A, LOAD CASE(S) Standard ,.i,�S4 O R lQ N A` ��, FL Cert. 6634 August 29,2013 AWAMNG-Verify design parameters and REES AD NOTON THIS AND INCLUDED 119TEKREFEREWE PAGE 11111 7473 BEFORE USE. MMMT— Design —Design valid for use only with Mitek connectors.This design is based only upon parometers shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quolity control storage,delivery,erection and bracing,consult ANSI/iPll Quality Criteria,DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information Gvagable from Truss Plat?Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempe,FL 33610-4115 lfSrxut:hers±Ru,w SP lumberisspedtad,t'hedeli nvahxe34rrt71rasee0rr.tive06/01/201.3t,yAL.Sf, t + Job 7,,,uss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005712 131799 GABLE 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:09 2013 Page ID:XlakeYhbeSmOS6BswxX8HezjvZl-Aix3HATJEquOmmjZFdCFmKm41 o9VBvQna jk9yyizz fro10-0-8 20-1-0 21-7-0 1-6-0 10.0.8 10-0-8 4x4= Scale:1/4"=1' B 9 7 9.00 12 10 fi 15 11 5 2x6 I I 12 2x6 11 13 c U 14 0 15 1� 4x4— 24 23 22 21 20 19 16 17 16 1.4= 5x8= 2D-1-0 zo-1-o Plate Offsets X.Y): [2:0-1-0,0-1-141,[3:0-6-9,0- 13:0-6-9,0-0-41,[14:0-1-0,0-1-141,[21:0-4-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:130 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-1-0. (lb)- Max Horz 2=-243(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)20,21,24,19,16 except 2=-104(LC 10),14=-105(LC 10),22=102(LC 10),23=-102(LC 10),18=-102(LC 10),17=-102(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,14,20,21,22,23,24,19,18,17,16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-0-8,Comer(3)7-0-8 to 10-0-8, Extedor(2)13-0-8 to 18-8-1 zone,cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for �tj111111181111 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ♦♦ ��.,,,, �� End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 0 `♦♦♦ •\C E N S•.8��!%�' 4)All plates are 1.5x4 MT20 unless otherwise indicated. ♦ `�*' V F•�•, ` 5)Gable requires continuous bottom chord bearing. � 1,40 393 '• " 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 8)'This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,21,24,19,16 except Qt=1b)2=104,14=105,22=102,23=102,18=102,17=102. i 0 "STATE U F 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %,(N' •t`� Q R P•,:��♦`; LOADCASE(S) Standard ♦ ONAt-E��♦♦ 7"111111111100 FL Cert. 6634 August 29,2013 A WARNING Yerd�design parameters and READ NOTES ON THIS AND INCL UDED NTEK REFERENCE PALE PfTf 7473 BEFORE IRSE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-nal truss designer.Bracing shown i` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety Information q a ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33610-4115 If Twthera Pntar 0Vtttnnbr.r,:;;edf;r-d,xfip ate mgn values are thage effective 4df,(13 f F013 tsy ALSO R y Job Truss Truss Type I]ty Ply ELITE L17 PARADISE RESERVE T5005713 ' 131793 Al2 Special Truss 1 1 , Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:11 2013 Page ID XlakeYhbeBm 0 S6BswxX 8H ezjvZ 1-653gisVZl S88?4sxM2 Fj ds OLcrsfp 1421 Cq Dryizz -1-fro10.0-8 19-10-4 ' 1-6-0 10-0-8 9-9-12 44= Scale:1l4'=1' 7 8 8 9.00 F12 6 9 4 10 4x8 11 11 12 o y N a Id 1 4x4 21 20 19 18 17 18 15 14 13 3.4 5x8= 19-10.4 19.10.4 Plate Offsets MY): 2:0-1-0 0-1-14 3:0-4-0 0-1-0 18:0-4-0 0-3-0 LOADING(psr SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:122 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Io REACTIONS All bearings 19-10-4. nstallatin guide. (lb)- Max Horz 2=240(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,17,18,19,21,16,14 except 2=-150(LC 10),20=-106(LC 10), 15=-102(LC 10),13=-100(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,12,17,18,19,20,21,16,15,14,13 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 7-0-8,Comer(3)7-0-8 to 10-0-8, Exterior(2)13-0-8 to 16-8-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for I I I I 1 f f reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 tttttt f fI�7. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable �t _n A' End Details as applicable,or consult qualified building designer as per ANSIITPI 1-2002. ��O ••• 4e 4)All plates are 1.5x4 MT20 unless otherwise indicated. ,�� .� •.•�\G N�'�:•.� �i 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. N0 3938Q 7)This truss has been designed fora 10.0 psf bottom chord live load non con current with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit_ between the bottom chord and any other members. A• a' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)12,17,18,19,21,16 14 except(jt=lb)2=150,20=106,15=102,13=100. i O • "' AT E UP " : 441 10)10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i�i`�S'` Q R p• G�,��` FL Cert. 6634 August 29,2013 Q WARMNIG Veify design pararnetess and READ NOTES ON THIS 6AII INCLUDED#P irFKREFEREWEPAGEAIIt 7473 BEFORE ME. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing consult ANSI/71`I1 Quality Criteria,DSB-89 and BCSI Building Component Safely Information gvalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA?.2314. 6904 Parke East BIW. Tampa,FL 33610-4115 If SouthernPilu-SP.jItuatthet ;s7.rer.idi*`d,the designValues arethose Yff+ectiveGfi� 1/20.13byALS(; � r Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 750057111 13179x3 B01 GABLE -r 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:13 2013 Page ID:XlakeYhbe8mOS6BswxX8HezjvZl-3TBa7YWpH3OsF00KUTHBwAxmOPXa7j9N Vchxljyizz �-1-6-0 9.1-8 16-3-0 lad 1-B-0 9-1-8 9-1-8 4x4= Scale=1:42.4 7 O s 9.00 12 9 5 3x4 O 10 Sx4 30 3x4 •oy 12 r0 idl 13 1$ 4x4= 20 19 18 17 16 15 14 4x4= 183-0 183-0 Plate Offsets X,Y): 12:0-1-0.0-1-141,112:0-1-00_-i-14 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 13 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 13 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FRC201 OITP12007 (Matrix) Weight:113 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 18-3-0. Installation guide. (lb)- Max Harz 2=223(1-C 8) Max Uplift All uplift 100 Ib or less at joint(s)17,18,20,16,14 except 2=-122(LC 10),12=122(LC 10),19=-109(LC 10),15=-109(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,12,17,18,19,20,16,15,14 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 6-1-8,Comer(3)6-1-8 to 9-1-8, Extehor(2)12-1-8 to 16-10-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for X11111 1111111 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1-2002. " o C•E N 4)All plates are 1.5x4 MT20 unless otherwise indicated. ��,••�� `S�`�', 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. *: - 3938Q 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., i 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit_ " between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,18,20,16,14 except(jt=1b)2=122,12=122,19=109,15=109. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' AN P;•.'�y�` LOAD CASE(S) Standard �i��ls't O R %•�•' 0�,�� '��rs f0 N A1111110" `0" FL Cert. 6634 August 29,2013, 0 WAPUWNG Verify design parameters an d READ NOTES ON 7NIS AND INCL LIDRO An7EK REFERMKE PAGE*91 7473 BEFORE USE. Design valid for use only with MTek connectors.This design B based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 6 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fobrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO-89 and BCSI Building Component 6904 Parke East BIW. Safety Information va'Q able from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA X2314. Tempa,FL 33610.4115 if S ut:herr.prrte�SPj turnber i:s;pet�ed,the de:agn valuesa�re ttose effective 0510:&.f 20:13 bsy ALSO r � Job Truss Truss Type sty Ply ELITE L17 PARADISE RESERVE 75005715 ' 131793 B02 Common Truss 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:16 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-T2sjlZZia_mR6Hv9bquYpZGxdOOKyZpBavbv2yizz , 4-10-4 &1.8 13-4-12 18-3-0 4-10.4 4-3-4 4.3.4 4-10-4 4x4= Scale=1:47.1 3 9.00 12 3x4�i 3x4 2 4 n 5 1 0 0 10 11 9 12 B 713 14 15 6 18 17 \ 1� 3x8 3x8 HUS26 HUS26 4x8= — HUS26 HUS26 \ HUS26 2x8 II 3x8— 2x8 II HUS26 HUS26 HGUS26.2 1 410.4 9-1-8 13-4-12 HUS26 18-3-0 416}4 43.4 43.4 410-4 Plate offsets X 1:0-1-10 0-1-8 2:0-1-12 0-1-8 4:0-1-120-1-8 5:0-1-10 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.06 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.12 7-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:224 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 1=3142/0-5-8 (min.0-2-1),5=2811/0-5-8 (min.0-1-13) Max Horz 1=-198(LC 6) Max Uplift 1=-1473(LC 8),5=1303(LC 8) Max Grav 1=3472(LC 2),5=3100(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4291/1814,2-3=-2906/1304,3-4=-2906/1304,4-5=-4345/1826 BOT CHORD 1-10=-1355/3344,10-11=-1355/3344,9-11=-1355/3344,9-12=-1355/3344,8-12=-1355/3344, 8-13=-1355/3344,7-13=-1355/3344,7-14=-1363/3385,14-15=-1363/3385, 6-15=-1363/3385,6-16=-1363/3385,16-17=-1363/3385,5-17=-1363/3385 WEBS 3-7=-1430/3182,4-7=-1474/720,4-6=642/1627,2-7=-1420/709,2-9=626/1556 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. "GEN••' C8 ��j 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ,�� .��.•�\C E N SF•.qj! connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ♦ '� !�' .• - 3)Unbalanced roof live loads have been considered for this design. ` No 393$Q. 1 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Eg C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip '? DOL=1.60 •� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' > 6)"This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f11: *) 7 ATE between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at jeint(s)except Qt=lb)1=1473, •�< Q R ,o P.'•\�`�� 5=1303. �` 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � �s/• •• •��, 9)Use Simpson Strong-Tie HUS26(14-10d Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 3-3-0 oc max.starting at 0-9-12 /fit from the left end to 16-0-12 to connect truss(es)At 0(1 ply 2x4 SP),A02A(1 ply 2x4 SP),A02(1 ply 2x4 SP) to back face of bottom chord. 10)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,8-1 Old Truss)or equivalent at 12-10-10 from the left end to connect truss(es)A03(2 ply 2x4 SP) to back face of bottom chord. FL Cert. 6634 11)Fill all nail holes where hanger is in contact with lumber. coTiii15u8 617 �St�ndard August 29,2013 A WAf AUNG yeri f design parameters an d READ NOTES ON THIS AND INCL[WED MI PEF:REFERENf.E PAGE D471-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the S A1Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'Y1 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIW. If S Information vd able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA X2314. Tampa,FL 33610-4115 Ifsrautirernpillie .Isaabeiissitus.ifierl,thedesignvailaesaretho:aeoffer.tiveL16,r0112013byA:I:SC Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 75005715 13179$ 1302 Common Truss 1 Job Reference o tional _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15 16 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-T2sjlZZia_mR6dv9bquYpZGxd00KyZpBavbv2yizz LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,3-5=-44,1-5=-10 Concentrated Loads(lb) Vert:9=568(B)10=568(B)11=-568(B)12=569(13)13=-569(8)14=-569(B)15=-491(B)16=-545(B)17=-545(8) lllUltllrfl!!�! O�ps A. i E N '� ••�'\G SF••��i 16 •I 3938 %'— �. :'t i f • ,, FS;•40R1O, �'�r1r1111111111 FL Cert. 6634 August 29,2013 WARNING-v,,' design parameters anc1 A..BdD NOTES ON THIS AND INCLUDED MIRK REFFJMWE PAGE AflI 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown HH, is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BIW. Safely Information qvo able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 2314. Tampa,FL 33610.4115 If tuthern PrrteiiSP fuxtttT,er r=;d:ec.ifia d,the desili values are those effetthie-06 01f 2013 In AL4f. L Job Tru88 Truss Type Oty Ply ELITE L17 PARADISE RESERVE T5005718 131793 C01 Common Truss 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Aug 2914:15:17 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-xFQ5zvaKLHulj7K5jlM74060Ops3UEzQEf9RUyiz2 r_-1-8.0 5-3.15 10.-8 15-3-1 20-7-0 22-1-0 1.8.0 5-3.15 4-11-9 4-11-9 53-15 1-6-0 4x4= Scale=1:51.3 4 12 13 9,o0 12 1,5x4 \\ 1.5x4 3 5 11 14 0 2 6 0 1 7 10 9 1s 18 e I$ 3x4= 3x4= 3x4= 3x4= 3x4= 611-12 13.7-4 20-7-0 611-12 67-7 611-12 Plate Offsets X 4:0.2-0 0.1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.12 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:112 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 5-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=671/0-5-8 (min.0-1-8),6=671/0-5-8 (min.0-1-8) Installation ouide. Max Harz 2=-259(LC 8) Max Uplift2=-365(LC 10),6=-365(LC 10) Max Grav 2=742(LC 2),6=742(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-863/348,3-11=-845/372,3-12=-909/442,4-12=-885/457,4-13=-885/457, 5-13=-909/442,5-14=-845/372,6-14=-863/348 BOT CHORD 2-10=-105/759,9-10=0/500,9-15=0/500,15-16=0/500,8-16=0/500,6-8=-105/635 WEBS 4-8=-189/449,5-8=-358/238,4-10=-189/449,3-10=-358/238 NOTES 1)Unbalanced roof live loads have been considered for this design. ,'`1�1 11`11 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp `01 1,f.,C;End.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-3-8,Exterior(2)7-3-8 to 10-3-8, �'00 PS A q �I Interior(1)13-3-8 to 19-2-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for ��`�� •'•• �e ��i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�+ .r ,•-\G N V'�•, Q "� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit N'0 39380 between the bottom chord and any other members,with BCDL=5.Opsf. ► 71 p/ ""` ` 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=365, 6=365. x1:. sp +: 6)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. „„T�•, ,�"` STATE tit w� LOAD CASE(S) Standard O N A % FL Cert. 6634 August 29,2013 0 WARMIMG-Ver j design parameters and READ NOTES ON 7%IS AND IAR'LUDED JISITEKREPERENC'E PAGE 11117473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown . is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi TT ek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Sale IMormation va'able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. 8904 Parke East Blvd. tfSxtut:he.Inpule�Sp�ivanberi:;:s;ter died,t•hwdr.iirn:varsresare tlmo. �ffwCkiweOb�01/2013 byAISC, Tampa,FL 33816-4115 r Job Truss Truss Type City PlyELITE L17 PARADISE RESERVE T5005717 131793- CO2 Common Truss 7 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc, Thu Aug 29 14:15:19 2013 Page ID:XlakeYhbeBmOS6B5wxX8HezjvZl-tdYrObbatv87zJUUgjObgR BmTgV5XNeFuYBGVNyizz 11-61:6_f1 5-3-15 10.3-8 15-3-1 2Q7-0 0� 5-3-15 411-9 4-11-9 53-15 4x4= Scale=1:51.3 4 11 12 9.00 12 1.5x4 \\ 1.5x4 4 3 5 13 10 6 2 0 1 9 8 14 15 7 (� 3x4= 3x4 = 3x4= 9x4= 30= 6-11-12 + 13-7-429-70 6-11-12 6.7-7 _-- -6-11-12 Plate Offsets [4:0-2-0.0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.09 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.12 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:109 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS (lb/size) 6=588/0-5-8 (min.0-1-8),2=675/0-5-8 (min.0-1-8) Max Horz 2=250(LC 9) Max Uplift6=-261(LC 10),2=371(LC 10) Max Grav 6=640(LC 2),2=747(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-870/364,3-10=842/388,3-11=905/458,4-11=-881/473,4-12=873/503, 5-12=-897/481,5-13=826/409,6-13=862/393 BOT CHORD 2-9=191/744,8-9=-24/484,B-14=-24/484,14-15=-24/484,7-15=-24/484,6-7=226/634 WEBS 4-7=239/435,5-7=-352/277,4-9=-187/450,3-9=-358/239 NOTES 1)Unbalanced roof live loads have been considered for this design. o%11111111111 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp �`^ S A t111, C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-3-8,Exterior(2)7-3-8 to 10-3-8, �� ONS 14 Interior(1)13-3-8 to 17-4-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for % 0, •.•`GENS•• 9 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ \� F [�. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit Z* d3'b 3 938 ,_ between the bottom Chord and any other members,with BCDL=5.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)6=261 2=371. -. �Ae;,.,<✓ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' 4T E�OFlij LOAD CASE(S) Standard G R ` r, .��'011&,0 N A` `� FL Cert. 663 August 29,2013 Q WARNING Yerrry design parameters and READ NOTES ON THIS AND INCLUDED XTEff REFERENCE PAGE W1 7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. W11 Applicability of design porameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the tY�Rok iT ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery,erection and bracing.consult ANSIITP11 duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information gvapble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tamps,FL 33610-4115 If Southern:Pirie 5P tturrhermi.specified,tlhede.signvaluesArethoseeffettrve06/102 2013 byAL.SC ► r Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5006718 131793 CO3 GABLE 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:21 2013 Page ID:XIakeYhbeBmOS6BswxX8HezjvZ1-gOgcoHdgP WOjCcdsy8Q3FsGB?eFJ?J8YLsdMeFyizz 20.7-01 0 r 1.6.0 10.3.8 10-3-8 1-a-0 4x4= Scale=1:49.4 B 9 7 9.00 12 10 e 5 11 2.0 II 122x8 11 13 14 0} jd� 15 [d 4x4= 25 24 23 22 21 20 19 18 17 16 4x4= 3x4= 20-7-0 20-7-0 Plate Offsets X Y: 2:0-1-0 0-1-14 3:0-6-9 0-0-4 13:0-6-9 0-0-4 14:0-1-0 0-1-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FRC201 DITP12007 (Matrix) Weight:134 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 20-7-0. Installation guide. (lb)- Max Horz 2=248(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)20,21,25,19,16 except 2=-101(LC 10),14=-101(LC 10),23=-102(LC 10),24=-102(LC 10),18=-102(LC 10),17=-102(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,14,20,21,23,24,25,19,18,17,16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-3-8,Comer(3)7-3-8 to 10-3-8, Exterior(2)13-3-8 to 19-2-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 >, 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable 1� ,`pp�`S A 44 . End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ��v ••"'• ��j 4)All plates are 1.5x4 MT20 unless otherwise indicated. E N � 5)Gable requires continuous bottom chord bearing. ` '•,1j 6)Gable studs spaced at 2-0-0 oc. 3938Q 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. " '�': 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fig, �• "" between the bottom chord and any other members. ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift a[joint(s)20,21,25,19,16 -'y"+�"' except Qt=1b)2=101,14=101,23=102,24=102,18=102,17=102. O:� I ATE OF"` •.��/` 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i,,��'�� O R t p Q .Z LOAD CASE(S) Standard t �FL Cert_6634 August 29,2013 WARNING Verify design parameters and RE D NOTES ON THISAND INCLUDED hffTE3f REFEREWE PAGE MII 7473 BEFORE USE. �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BIW. Safety Intorma8on a'able from Truss Plate Institute 781 N.Lee Street.Suite 312,Alexandria.VA 2314. Tempa,Parke 33610-4115 v Z 11S�xrthrrnPiux SP Ir.arxtaarr tx; r.i#"ireai,thedesa•BnvaNar�.sa:enhm:er ?,ndne0£,/2'7 i01:i1,A1.SC Job Truss FGABLE peOty Ply ELITE L17 PARADISE RESERVET5005719 131793• C04 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:23 2013 Page ID:XiakeYhbeBmOS6BswxX8HezjvZl-mPnMOze5w7eRRwnF3ZSXKHMUVRXYTE3roA6Te8yizz -1-&0 10.3-8 20.7-0 1-6-0 10-3-8 10.3-8 4x4= Scale=1:48.7 8 7 9 9.00 rY 6 10 5 11 2x8 12 13 0 3x4 44= 23 22 21 20 19 16 17 18 15 14 3x4 2D-7-0 20-7-0 Plate Offsets [2:0-1-0,0-1-141,[3:0-6-9,0-0-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:126 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS All bearings 20-7-0. (lb)- Max Horz 2=239(LC 9) Max Uplift All uplift 1001b or less at joint(s)2,13,18,19,23,17,15 except 21=-101(LC 10),22=-102(LC 10), 16=-103(LC 10),14=-108(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,13,18,19,21,22,23,17,16,15,14 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-3-8,Comer(3)7-3-8 to 10-3-8, Exterior(2)13-3-8 to 17-2-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�1 S A QIP 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ,'N �P`•,,,, End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ,��,•'� E iv �� 4)All plates are 1.5x4 MT20 unless otherwise indicated. ♦A\ V •� t 5 Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 3938 a 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitz between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)2,13,18,19,23,17 1'S .r�,_ I`ATE :•441 Z except Qt=1b)21=101,22=102,16=103,14=108. ;Q•. ![J 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. T� Al Q ,•• �� LOAD CASE(S) Standard L•Q R ,O••`��, rr FL Cert. 6634 L _ August 29,2013 0 WVARAUNG Verify design parameters and READ NOTES ON 77115 AND INCLUDED MTRK REFERENCE PAGE 1617473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO-89 and SCSI Building Component 8904 Parke East 8W. Safely Inlorma8on q c able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 IfSauEbernpule 5P ItanLserr>slrec"dievi,thedesignva111esarethoseel9ective0£r 1 f1013bvALSO Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005720 131793 001 Common Truss 5 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:25 2013 Page ID:XlakeYhbeSmOS6BswxX8HezjvZl-inv6eegLSlv9hExdB V?PiRjGFU_xSWBGUbajtyizz 13.7-0 15-1--a 1S0 6-M 6.9-8 1-6-0 Scale=1:27.2 4x8= 3 4.00 12 B 9 7 10 2 4 N 5 Ib 3x4= 3x4= B 1.5x4 9.8-411 0 13-7-0 9-8-4 0--2 3-8.0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.23 2-6 >506 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.40 2-6 >287 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:52 lb FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=277/0-5-8 (min.0-1-8),6=590/0-5-8 (min.0-1-8) Max Harz 2=41(LC 8) Max Uplift2=-175(LC 10),6=410(LC 7) Max Grav 2=367(LC 21),6=703(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-9=-1187/791,9-10=-1187/737,4-10=-1197/685 BOT CHORD 4-6=-698/1233 WEBS 3-6=-937/1233 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-11-9 to 1-5-7,Interior(1)1-5-7 to 3-9-8,Exterior(2)3-9-8 to 6-9-8, Interior(1)9-9-8 to 12-1-9 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,,�O�P• ••• /�� , 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �� ,••�,�C' N`SSC`••,� �� i between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=175, .�, `0 393$ 6=410. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. <. LOAD CASE(S) Standard ri TE All- +n11 FL Cert. 6634 August 29,2013 WARMNG Verifydesignp.edna.dRUDNf)TESoNTWISAMAdCLUDBDMUTRKRESERBWEp®GE)11117473BEFOREUSS. �— Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BbA. S Aety Intorma8on Ivailable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 2 14. 9f&nAt:hrrnPine SP luvnber sapsr.i �+d,t�hwxfes.i nv lursar�et'hrxseYf4er:tvedT(w 01./2013bgALSG Tampa,FL 33610-4115 � 4 Job Truss Truss Type City Ply ELITE L17 PARADISE RESERVE T5005721 131793' D02 Monapitch Truss 8 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:26 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-AzTVs hzD2101NWgkhOEywzxlft6gWSHV8K7FTyizz 1 6.0 B-7-147-14 72-9-6 i 1-6-0 6- 6-1-10 Scale=1:28.8 3x4 = 3x8= 4 4.00 12 3x4 3 El 9 8 2 J q 8 5 3x4= 1.5x4 11 3x4= 67-14 12-M 6.7-14 6.1-1D Plate Offsets X 4:Ed a 0-1x4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.05 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.10 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FRC20101TPI2007 (Matrix) Weight:63 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=421/0-5-8 (min.0-1-8),8=312/0-1-8 (min.0-1-8) Max Harz 2=200(LC 10) Max Uplift2=-240(LC 10),8=177(LC 10) Max Grav,2=502(LC 2),8=370(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=730/177,3-9=-677/193,5-7=-97/258,4-7=-97/258 BOT CHORD 2-6=299/639,5-6=-299/639 WEBS 3-5=631/293 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp *`t411I1111FF77 C;End.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 12-44 zone;cantilever left and Tight ,�� rJ A r��7 exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %�0��•,,,, 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��% (,E N S`•• �7 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • between the bottom chord and any other members. �i'O 393 Rn •• s 4)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of, * � rr .,,,� bearing surface. f 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. - " 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=240, ^_ } w.w" •r ATE 8=177. •f?.. ,... •+• 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O . �" !{/ LOAD CASE(S) Standard �i �? '910 N .. FL Cert. 6634 August 29,20131 A WARNIN3-verify design parameters and READ NOTES ON THIS AMD INCLUDED ISTEK REFERENCE PAGE Aff17473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ` Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for bterol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Information gvoilable from Truss Plote Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610-4115 - if Southern Pirw.99SP lumber rs specified.,the do.mgn value..are 1ma:se effective U f19. 201:3 by AL5{, -- Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005722 131793 003 GABLE 1 1 , Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:27 2013 Page __tfro ID:XlakeYhbeBmOS6BswxX8HezjvZl-eA1t3Khb M9twX501PXTU7W912HNP4uRjn4hnvyi 1 -g-g 12-9-8 g 1:24.3 4.00 12 17 7 5 5 3x4% 3x4 4 1 171 1 4x8= 15 14 13 12 11 10 3x4= 12-9 8 Plate Offsets X 2:0.2-4 0.1-14 2:0-4-12 Ed e 12-9-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 10 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:67 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-9-8. (lb)- Max Harz 2=191(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)10,15,14,13,12,11 except 2=-115(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,10,15,14,13,12,11 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=258/79,3-16=-253/80,34=255/92 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-9 to 1-5-7,Extedor(2)1-5-7 to 9-7-12,Comer(3)9-7-12 to 12-7-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable `��,(�� •'•. N �t7n ��i� End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. •.'�\C' S�•. Q 3)All plates are 1.5x4 MT20 unless otherwise indicated. t ♦ ••, i. 4)Gable requires continuous bottom chord bearing. n)O 393$ •` 5)Gable studs spaced at 2-0-0 oc. , 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. e 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. - •' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,15,14,13,12,11 except Qt=lb)2=115. ,.Q� • 1(/ 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 R C)P.'•��,�� LOAD CASE(S) Standard ��SS/QN A 1111 FL Cert. 6634 August 29,2013 WARNING Ve,,f design y�net�a and READ MOTES ON THIS ANL?dNCLrjDED 119TEKREFERSWEPAGE,161 74T3 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek• fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East E1W. Solely IMormaaon gvoable from Truss Plate Institute,781,N.Lee Street,Suite 312.Alexandria,VA 2314. Tempe,FL 33610-4115 tf5xxuthrrnPine SP Iuantreri:xs{serifierA,thedesiznvaluesarr..trh,.s..rff. tiwwr.46 09f2d18.3b+TA:t.SC M Job Truss Truss Type Oty PlyELITE L17 PARADISE RESERVE T5005723 131793• E01 Monopitch Truss 7 1 Job Reference o tianal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc, Thu Aug 29 14:15:28 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-7MbFGgiDIgHkYhgCs62i1 L3F8SaW8X?ayRpEJMyizy -1-6-D 6-10-0 1-6.0 6-10-0 Scale=1:19.8 30 I 4 3 5.00 12 8 7 2 1 6 5 2x4 II 2xB= ll 0-0 6.10-0 Plate Offsets X.Y): [2:0.4-2,0-1-01,[3:0-2-0.0-1-41.[6:0-1-12.0-0-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.06 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.11 2-6 >715 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:27 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. rri iTek recommends that Stabilizers and required cross bracing bestalled during truss erection,in accordance with Stabilizer stallation guide. REACTIONS (Ib/size) 2=264/0-4-0 (min.0-1-8),5=171/Mechanical Max Horz 2=160(LC 10) Max Uplift2=-167(LC 10),5=-111(LC 10) Max Grav 2=316(LC 2),5=203(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 3-10-0,Exterior(2)3-10-0 to 6-10-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %%J 11 I t 1111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� S A 1111' 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �` 0 •G•E N �1,�� 4)Refer to girder(s)for truss to truss connections. �``�•••�� SF e�l�. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=167, • '� N-6— 3938 ' 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w>7 m M-- " -r� SAT :Lti i �11111,10N A` FL Cert. 6634 August 29,2013 AWARWNG Verify design parameters and READ NOTES ON TRIS AND INULUDED AHTRKREFEREME PAGE AIId 7473 BEFORE EASE. WN Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mi?ek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabricationquality control,storage,defrvery,erection and bracing,consult ANSt/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. 1f SouthernaPine�SP Imnflier is specified,itthe d1�avaSt are Ill 1100013+efYettive f.�1f}9�013 izy ALSO Tampa,FL 33610-1115 Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE 75005724 ' 131793 E02 Monapitch Truss 8 1 Job Reference(optional) 7RUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Aug 29 14:15:29 2013 Page 10 XlakeYhbeBm 0 S6 BswxX8HezjvZl-bY9d U 0j rW2 Pb9rF PO gZxZYbVjsz4t_FkB 5Znroyizy L__ - 4-10.8 1-6-0 4-10.8 Scale=1:15.4 2x4 II 4 3 5.00 12 8 7 2 1 6 5 1.5x4 II 2x4= 4-10-8 4-10-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.01 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.03 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 n/a We BCDL 5.0 Code FRC201 OrrP12007 (Matrix) Weight:20 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=215/0-4-0 (min.0-1-8),5=114/Mechanical Max Harz 2=126(LC 10) Max Uplift2=-153(LC 10),5=-73(LC 10) Max Grav 2=259(LC 2),5=135(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 1-10-8,Extedor(2)1-10-8 to 4-10-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. X11111 t t t t 111 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ♦��-�p S A. between the bottom chord and any other members. ,0,v`GEN 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b)2=153. �� ,•• SSC`�•,�/1� ; 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. f' ' No 39380 LOAD CASE(S) Standard * J s ATE OF— O R ,10 O 41 ON A t- itlli FL Cert6634 August 29,2013 A I4'AMNG Venfgy destan parameters and PEAD NOTES ON THIS AND INCL11DEO ICTFX REFERENf'EPAGE 11II1 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an indMouol building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Welk' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria.DSB-a9 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute 781 N.Lee Street,Suite 312,Alexandria,VA X2314, If 4rnu.17Vr<,pians -4P irtnrfler aspxeciffw�d.,the de.-ign valup.i Bre.those effective ixiip03,/2013 by ALSC Tampa,FL 33610.4115 x Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005725 131793 E03 GABLE 2 1 • Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:30 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZlJlj?hMkUHHXSn?pbzX5A6m8fMGJ3cQFtPIILN Eyiz -1$0 6-10-D 610.0 Scale=1:19.3 1.5x4 II 6 1.5x4 II 5 5.00 F12 1.5x4 I I 4 3x4% 11 1 Uj T 2 �L 1 9B 7 4x4= 1.5x4 11 1.5x4 II 1.5x4 II 6.10-0 6.10-0 Plate Offsets X [2:0-0-0,0-1-91 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:34 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS All bearings 6-10-0. (lb)- Max Horz 2=141(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)7,9,8 except 2=-126(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,7,9,8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-9=182/269 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=2ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Corral-1-6-11 to 1-5-5,Exterior(2)1-5-5 to 3-8-4,Comer(3)3-8-4 to 6-8-4 zone; cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber vt J11111111111 DOL=1.60 plate grip DOL=1.60 �� s A. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ��•,, A( End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ,rte��,.•�C E Ns 3)Gable requires continuous bottom chord bearing. F+�•, i.f 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : +J 3938 'rr 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit: between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,9,8 except(jt=lb) = s r 2=126. T AT •; . 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �, �` O R 1 .\4C1 .` FL Cert. 6634 August 29,2013, WAWN-, Verify design parameters and READ NOTES ON THIS AND INCLUDED JUTEKREPEREWEPAGE loft 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown t is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information volable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra.VA 2314. Tampa,FL 33610-4115 If5inuthern Pine SP luanher is qft-tified,the design valueshre these effective..06 01/202:3 by ALSO i Job Tfuaa Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005726 131793 F01 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:31 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZI-XxGOvik62bfJP90nXFcPfzhtbggJLuEOeP2uwgyizy , o" 1 2 3 4 Scale=1:13.0 9 10 N 8 7 6 5 3x3= 3x3_ 3-8-4 3-8-4 Plate Offsets X 1:Ed a 0-0-12 9:0-1-8 0-0-12 10:0-1-6 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:26 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 3-8-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard *•,f Pik 3938_Q 0•. . .,J*'2 O N A tit%% �. n 111 FL Cert; 6634 August 29,2013 A WART+RG Verrifji design pararnete,s and READ M..3TM ON THIS AND INCL UDFD 11GI X.REFEREIKE PAGE P91 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'ek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO-89 and BCSI Building Component 6904 Parke East 131W. lately IMormoBon va able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 If So. t:hern.Pill. P�Itunlrer 4 specified,the design values arra Iliase effer.tivre 06 03/2013 lay A.LSC Job Truss Truss Type aty Ply ELITE L17 PARADISE RESERVE T5005727 131793 F02 Floor Truss 1 1 ob Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:32 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-?7gm621kpun901zz5y7eBBD2L3OZ4LUAt3nSS7yiz o-Ka 0-48 Scale=1:33.8 3x8 FP= 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 35 36 34 33 32 31 30 29 28 27 25 25 24 23 22 21 20 19 18 34= 3x6 FP= 3x3= 20-1-0 20-1-0 Plate Offsets X 1:Ed a 0-0-12 35:0-1-8 0-0-12 36:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:106 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 20-1-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)34,18,33,32,31,30,28,27,26,25,24,23,22,21,20,19 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,,11111 LOAD CASE(S) Standard ,`%��PS A. q�'.,�♦ Pvo 3938 -ra... ""STATEE(7t `LU ' 4 i tA �ll0 11111 t1 FL Cert. 6634 August 29,20131 A WARF19 VG-Verify design parameters and READ NOTES ON THIS AM INCLtiDED AIITEK REFERENCE PAGE Atlt 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design B based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■N�Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �V� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Bl d. safety Idormation va'�(able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tamps,FL 33610-4115 If sat Pr11ejO hmnbe...r is spec.�erl.the de-.sign valises tre those effective 06 of J201:3 bV A[.SC Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE T5005728 131793 F03 Floor Truss 8 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc Thu Aug 29 14:15:33 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-TK08KNmMaCvOeSYAffetkOm10T6WpcpJ6jX?_Zyizy . 0-1-8 H 2— 6-0—� 1-5-0 aiu�Te Sca =1:34.2 4x8= 4x8= 1.5x4= 1.5x4 I 3x3= 1.5x4 II 3x3 = 1.5x4 II 3x4= 1.5x4 II 1.5x4 = 1 2 3 4 5 6 7 8 9 6 19 16 15 14 13 12 11 3x3= 4x8= 3x8 FP= 3x8= 1.5x4 11 3x4= 4x8= 3x3= 20 1-0 20.1-0 Plate Offsets X 1:Ed a 0-1-8 9:0-1-8 Ed a 12:0-1-8 Ed a 18:0-1-8 0-0-12 19:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.89 Vert(LL) -0.26 13-14 >908 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.38 13-14 >624 360 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FRC2010frPI2007 (Matrix) Weight:114 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat)`Except' end verticals. 10-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 17=1085/0-5-8 (min.0-1-8),10=1085/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-1076/0,1-18=-1076/0,10-19=-1072/0,9-19=-1072/0,1-2=-1395/0,2-3=-1395/0, 3-4=-2806/0,4-5=-2806/0,5-6=-2832/0,6-7=-2832/0,7-8=-1390/0,8-9=-1390/0 BOT CHORD 15-16=0/2260,14-15=0/2260,13-14=0/2832,12-13=0/2832,11-12=0/2264 WEBS 1-16=0/1670,2-16=-299/0,3-16=-1073/0,3-14=0/676,4-14=-339/0,5-14=-406/273, 9-11=0/1664,8-11=-299/0,7-11=-1082/0,7-12=0/820,6-12=-296/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,%,,j111 i 11 f i IIIF' LOADCASE(S) Standard ��` �'PS A. .. NO 3938 00 . O N illll FL Cert. 6634 August 29,2013 WARNING Yen;fy design Parameters and PEAR NOTES ON 7XIS AND INCLUDED PUTT REFEREIdi_'E PAGE P91 7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.` Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TP[I Quality Crtierta,DSB-89 and BCS]Building Component Id Information va'able from Truss Plate Institute 781 N.Lee Street.Suite 312,Alexandria,VA 2314 6904 Parke East Blvd. Tempe,FL 33610-4115 1f,4cm11:hern.Prata!SP h.ranlrQai:K 't+rrhed,t�hadn;ignw4•.la.rrs ,re+1hrrseel9wckwr.. 01j•01.3byAL.SC Job Truss FFl,,rT-,O,, Oty Ply ELITE L17 PARADISE RESERVET5005729 131793• F04 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:34 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-xWyWXjn_LW1tGc7MCN96GcJBGtSvYOTTKNGYW7yiz t 0.1-8 2{r0 1-5-8 1-0-12 0.1 8 H � Scale=1:40.1 3x3= 3x4= 3x3= 3x6 FP= 3x4 = 4x8= 148 2 3 4 5 a 7 a 9 10 11 12 y iM L3 23 21 20 19 18 17 16 15 14 13 3x3= 4x8= 3x6= 3x10 MT20H FP= 3x3= 3x6= 4x8= 3x3= 1.5x4 SP= 12-1-0 10-7-8 11-1-4 12 -8 23-9-4 10-7-8 12 0--8 11-6-12 0-8.12 Plate Offsets KYY [1:Edue.0-1-8l.f3:0-1-12,Edael,[10:0-1-12,Edael.[12:0-1-8,Edgel,[14:0-2-12,Edgel,120:0-3-12,EdQel,i22:0-1-8,0-0-121,[23:0-1-8,0-Q-12L LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.33 15-16 >865 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.52 15-16 >545 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.10 13 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:135 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2D(flat)*Except* end verticals. 13-18:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:17-19. REACTIONS (Ib/size) 21=1287/0-5-8 (min.0-1-8),13=1287/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 21-22=1280/0,1-22=1 280/0,13-23=1280/0,12-23=-1279/0,1-2=-1687/0,2-3=-1687/0, 34=3632/0,4-5=-3632/0,5-6=-4038/0,6-7=-4038/0,7-8=-3636/0,8-9=-3636/0, 9-10=3636/0,10-11=1686/0,11-12=-1686/0 BOT CHORD 19-20=0/2828,18-1 9=0/4038,17-18=0/4038,16-17=0/4038,15-16=0/4012,14-15=0/2829 WEBS 6-16=269/164,1-20=0/2020,2-20=-297/0,3-20=1414/0,3-19=0/996,4-19=-311/9, 5-1 9=7 7 512 3,12-14=0/2019,11-14=293/0,10-14=-1417/0,10-15=0/1000,9-15=-263/0, 7-15=553/0,7-16=-312/462 NOTES 1)Unbalanced floor live loads have been considered for this design. t111111111111 2) A1 1111 ! 2)All plates are MT20 plates unless otherwise indicated. >,1 !!� 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `� �. ��G ENS*..• 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be` •, .+ attached to walls at their outer ends or restrained by other means. 6 3938 LOAD CASE(S) Standard r ... Al FL Cert. 6634 August 29,2013 0 WARNING Verify design parameters and READ NOTM ON THIS AND INCLUDED AUTSK REFERENCE PAGE MI 7473 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East BM. Salety IMormallon q affable from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexondrio.VA 22314. Tempe,FL 33610.4115 If5outherePine SP 1ur11k1ttresspecrfierT,theme-:sign vahsesare thcseeffectivre06/111f201.3byALSG 1 Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 75005730 ' 131793 F05 Floor Truss 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Aug 29 14:15:36 2013 Page ID:XlakeYhbeBmOS6BswxX6HezjvZl-uv4GyPoEt7HbVwHIKoBaM10XCh870womohlfbuyi r 0-1-8 H 11�0.4 2-4-12r2-6-0 � ��1f a'Z� 0-18 Scale=1:43.5 3x3= 3x3= 48= 3x4= 3x6 FP= 3x3= 3x4= 48 = 1 2 3 4 5 6 7 8 9 10 11 12 13 4 25 23 22 21 20 19 18 17 16 15 14 34= 3x6= 48= 3x10 MT20H FP= 3x3= 3x8= 4xB= 3x3= 3x6 = 2-2-12 14-1-0 2-0-0 2-114 12-7-8 3-4-4 14-Z8 25.94 2-0-0 0-W 10-4-128.12 0--8 1141.12 0-1-8 0-}12 Plate Offsets X 2:0-3-0 Ede 4:0-1-12 Ede 13:0-1-8 Ede 15:0-3-0 Ede 21:0-3-12 Ed a 24:0-1-8 0-0-12 25:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.31 16-17 >903 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.49 16-17 >572 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.10 14 n/a n/a BCDL 5.0 Code FRC2010lfP12007 (Matrix) Weight:1501b FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc pudins, except 6-13:2x4 SP No.I(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-20:2x4 SP No.I(flat) 6-0-0 oc bracing:22-23,21-22. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=1244/Mechanical,22=1871/0-5-8 (min.0-1-8) Max Grav 14=1271(LC 4),22=1871(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-25=-1264/0,13-25=-1263/0,1-2=0/450,2-3=-1502/0,3-4=-1502/0,4-5=-3497/0, 5-6=-3497/0,6-7=-3497/0,7-8=-3932/0,8-9=-3932/0,9-10=-3570/0,10-11=-3570/0, 11-12=-1663/0,12-13=-1663/0 BOT CHORD 21-22=-450/0,20-21=0/2673,19-20=0/2673,18-19=0/3932,17-18=0/3932,16-17=0/3923, 15-16=0/2784 WEBS 8-17=-262/226,2-22=-1447/0,1-22=-611/0,7-19=-866/0,5-19=-307/21,4-19=0/1062, 4-21=-1503/0,3-21=-270/0,2-21=012012,13-15=0/1991,12-15=-294/0,11-15=-1389/0, 11-16=0/974,10-16=-263/0,9-16=-523/0,9-17=-397/439 ,`t1111111�I1��j NOTES PS 1)Unbalanced floor live loads have been considered for this design. C)M ,••••• �e /� 2)All plates are MT20 plates unless otherwise indicated. �� ••.�\C E N S*-. 3)All plates are 1.5x4 MT20 unless otherwise indicated. i, .• 4)Refer to girder(s)for truss to truss connections. tj 3938 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . *.• •• 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to bi w attached to walls at their outer ends or restrained by other means. . ✓ 7)CAUTION,Do not erect truss backwards. 1_'+ '.•. ✓" (� LOADCASE(S) Standard �O• SATE .•�L41 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 T• 'C Q •• �• Uniform Loads(plf) �j'� O RVerL 14-23=-10, 1�.• ��,�� ConcentrateLoads 1-13=-100 .........�� ONAE 0 FL Cert. 6634 August 29,2013 wAmNTi Verify design parameters and READ NOTES ON 1NIS AND INCLUDED MITEEKREFFRENCE PAGE A91!=ORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. t'. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information �va@able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexondria,VA 2314 Tempa,FL 33610-4115 If Sxauthw.r<^?PI1ve *sP lumber iss r.ifrvl,thedeci.grlvalsart.:sreYtlrxseeffer.tivxli.##.'iy�01ff01.:3t�1yAL°iC. Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005731 131793• F06 Floor Truss 2 1 Job Reference o liana/ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:38 2013 Page ID:XIakeYhbeBmOS6BswxX8Hezjv2l-gHB1 N5gVOkXJIDR7RDE2R STvNUvIUrC2F7Emfmyizy 0-1-8 H 1'10-4 2gp r z-4-1z 1�� zF 2-0 1�-� 1�-�- � soal08 1:56.9 314= 3x6 FP= 3x3= 4x8= 3X3= 3,3= 3x8 FP= 4x8= 3x4- 3x3= 3x3= 3x4= 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 j 35 I 1 11 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x6= 4x8- 3x6 FP= 3x8= 3x4= 4x8= 3x6= 3x8= 3x8= 3x3= 3x6 FP= 2-2-12 14-1-0 29-5-0 2-0.0 2- 12-7-8 13-4-4 14-2-8 21-7-8 21- 0 28-1-0 2 34.9-0 2-0.0 0•-0 10-4-12 B-1 0--0 7-541 0--8 6-4-0 &0 6-4-6 0-1-8 0-5-12 0-8-0 Plate Offsets X 2:0-3-0 Ede 11:6 3 0 Ed a 12:0-1-12 Ed a 18:0-1-8 Ede 27:0-1-8 Edel,[34:0-1-8.0-0-121.[35:0-1-8,0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.81 Vert(LL) -0.23 28-29 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.32 28-29 >727 360 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.04 19 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:203 Ib FT=0°hF,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-8:2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(fl2t)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 25-30:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 19=548/0-4-0 (min.0-1-8),32=154810-5-8 (min.0-1-8),24=2011/0-4-0 (min.0-1-8) Max Grav 19=619(LC 5),32=1579(LC 3),24=2046(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 19-35=-609/0,18-35=608/0,1-2=01450,2-3=1138/124,3-4=1138/124,4-5=-232910, 5-6=2329/0,6-7=2202/0,7-8=-2202/0,8-9=-2202/0,9-10=-674/245,10-11=-674/245, 11-1 2=011 208,12-13=-607/298,13-14=-607/298,14-15=-6071298,15-16=-948133, 16-17=-728/0,17-18=728/0 BOT CHORD 31-32=-450/0,30-31=011895,29-30=0/1895,28-29=0/2202,27-28=0/2202,26-27=1 11 60 8, 25-26=-1208/0,24-25=-1208/0,23-24=-743/0,22-23=33/948,21-22=-33/948, 20-21=-33/948 WEBS 7-27=-374/0,2-32=-1153/0,11-24=-1217/0,1-32=-611/0,2-31=0/1544,3-31=-279/0, 11111111i111j 4-31=990/0,4-29=0/581,5-29=-349/0,6-29=214/430,11-26=0/1784,10-26=28810, 9-26=1240/0,9-27=0/892,15-23=-597/0,14-23=-277/0,12-23=0/1040,12-24=-938/0, �� P` •,,,, A`B I� 18-20=0/870,17-20=339/0,16-20=-276/135 �� .•;C E N S NOTES 1)Unbalanced floor live loads have been considered for this design. 146µ3938 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to b� attached to walls at their outer ends or restrained by other means. `• 5)CAUTION,Do not erect truss backwards. �U _ .ATE ' i AN LOAD CASE(S) Standard �S 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) �''-'is10 N AL %0 Vert:19-33=-10,1-18=-100 ��1111111101 Concentrated Loads(lb) Vert:1=320 FL Cert. 6634 August 29,20131 Q WAjWnr,-Vert fy design Paramdets and READ NOTES ON THIS AND INCLUDED AUTBK REFERSWE PAGE P91 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the M i lT ek erector.Additional permoneW bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 civally Criteria,DSB-89 and SCSI Bulking Component 6904 Parke East BIW. Soley idormation dv ijable from Truss Plafe Institute,781.1 Lee Sheet,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 of5lxutlternPrele S Iwnberisspecilied.,1'frpde-.srgtivaluesarePhaseeffecciveiACstY9.f2D1:3I>,yALK -. Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE T5005732 131793 F07 Floor Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:41 2013 Page ID:XlakeYhbeBm OS6BswxXBHezjvZl-Est9?7sNhtwuch9i7Lnl345MIiwMCIVxzTOG5yizy a1-8 H 2-6.0 1-58 2-2-0 1.1.0� 1�-�X2-4-ems a11e Scab=1:55.5 4x8= 3x3= 3x3= 3x4= 3x6 FP= 4x8= 3x4= 3x6 FP= 3x3= 3x3 = 3x4 = 1 2 3 4 5 B 7 a 9 10 11 12 13 14 15 16 17 12 33 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x3= 08 = 3x6 FP= 3x8= 3x4 = 4x8= 3x6= 3x8= 3x8= 3x3= 3x6 FP= 12-1-0 27-5-0 10.7-8 11-4 12 -8 19-7-8 10-7-8 0-8-1 0--8 7-5-0 0-8-12 0-8-0 Plate Offsets X i:Ed a 0.1-8 10:0-3-0 Ed a 11:0-1-12 Ed a 17:0-1-8 Ede 26:0.1-8 Ede 32:0.1-8 0.0 12 33:0.1-8 0 0 12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 :Plates Increase 1.00 TC 0.99 Vert(LL) -0.23 27-28 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.35 27-28 >671 360 BCLL 0.0 Rep Stress IncrYES WB 0.86 Horz(TL) 0.04 18 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:188 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-8:2x4 SP No.213(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2(flat)`Except' 24-29:2x4 SP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 31=957/0-5-8 (min.0-1-8),18=548/0-4-0 (min.0-1-8),23=2062/0-4-0 (min.0.1-8) Max Grav 31=994(LC 10),18=618(LC 4),23=2062(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 31-32=-985/0,1-32=-984/0,18-33=-608/0,17-33=-607/0,1-2=-1264/0,2-3=-1264/0, 3-4=-2438/0,4-5=-2438/0,5-6=-2287/0,6-7=-2287/0,7-8=-705/187,8-9=-705/187, 9-10=-705/187,10-11=0/1202,11-12=601/292,12-13=-601/292,13-14=-601/292, 14-15=-945/29,15-16=-726/0,16-17=-726/0 BOT CHORD 29-30=0/2007,28-29=0/2007,27-28=0/2287,26-27=0/2287,25-26=0/1663,24-25=-1202/0, 23-24=-1202/0,22-23=-738/0,21-22=-29/945,20-21=-29/945,19-20=-29/945 WEBS 6-26=-389/0,10-23=-1234/0,1-30=0/1513,2-30=-300/0,3-30=-920/0,3-28=0/534, 4-28=-359/0,5-28=-108/460,10.25=0/1812,9-25=289/0,7-25=-1270/0,7-26=0/931, 14-22=-594/0,12-22=-278/0,11-22=0/1039,11-23=-937/0,17-19=0/868,16-19=-339/0, 15-19=-273/133 NOTES `��O� .,,..... 4Q ;♦♦ �`•.•�\�E NSF..9�1'moi 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :* 3� 3938 "„: 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be "m attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. _ LOAD CASE(S) Standard 0 R J.O� s/0jjjAi�'e;; % FL Cert. 6634 August 29,2013 O WARMN(4•Yertfy desi"parameters and READ NOTES ON THIS AND I11TLUDED MITEKREFERENCEPAGE W17473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilityof the T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi le�(tl fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information vo'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. 8904 Parke East Blvd. If Sxau the rrl Prate SP lurnber itsPwx.�ed,tfie design values a4•e t1la:se elf�*r:tSvrr.9.Y6�(l j20134 ALSO. Tampa,FL 33610-4115 Job Truss Truss Type City Ply 131793 F08 Floor Truss 3 1 ELITE L17 PARADISE RESERVE T5005733 Job Reference o tlonal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:43 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-BF?wOoueDHAcr7J5EmpD8VBIVN/1'Y9CloPHyXLyizy 0.1-8 H 2soa— "moo 1r -4-0� 1F 1-01 r 11� 1�� -4-0� of =1:55.7 3x4 = 3x3= 3x3= 4x8=3x3 = 3x6 FP= 3x6= 3x4= 3x6 FP= 3x3= 3x3= 3x4 = 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 q NQZ 35 I 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34= 3x6= 3x8 FP= 3x3= 4x8= 3x6= 3x6= 3x6= 3x6 = 3x6= 3x3= 3x6 FP= 8-8-0 27-5.0 7-10.8 1 0 13-18 1 16-72 1 26.1-0 32-11-0 7 0.-10-3 -e 8- 1112 0.2 &2-0 0.2 62.0 5-0-0 0-8-0 0_11-0 Plate Offsets X 7:0-3-0 Ede 18:0-1-8 Ede 32:0-2-8 Ede 34:0-1-8 0-0-12 35:0.1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.18 30-32 >901 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.32 30-32 >500 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 19 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:196 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)27=0-3-8,24=04-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 33=732(LC 5),19=631(LC 5),27=1012(LC 14),24=1446(LC 11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 33-34=-732/0,1-34=-731/0,19-35=-621/0,18-35=-620/0,1-2=897/0,2-3=-897/0, 3-4=-1238/0,4-5=1238/0,5-6=-557/0,6-7=-557/0,7-8=-331/274,8-9=-287/222, 9-10=287/222,10-11=-287/222,11-12=0/764,12-13=-638/0,13-14=-638/0,14-15=-638/0, 15-16=-985/0,16-17=-747/0,17-18=747/0 BOT CHORD 31-32=0/1281,30-31=0/1281,29-30=0/1238,28-29=0/1238,27-28=-274/331, 26-27=-157/341,25-26=-764/0,24-25=-764/0,23-24=-338/105,22-23=0/985,21-22=0/985, 20-21=0/985 WEBS 7-27=-703/0,11-24=-683/0,1-32=0/1073,2-32=-278/0,3-32=-475/0,5-28=885/0, 7-28=0/755,111-26=0/850,10-26=2811/0,8-26=-308/82,8-27=289/169,15-23=-437/0, 13-23=-292/0,12-23=0/942,12-24=-896/0,18-20=0/892,17-20=-326/0,16-20=-293/0PSA , NOTES 1)Unbalanced floor live loads have been considered for this design. .`�,,,.V%G 10,r 2)All plates are 1.5x4 MT20 unless otherwise indicated. r. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :! O 3938 ,--*. - , 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1111 attached to walls at their outer ends or restrained by other means. _ •< _ 5)CAUTION,Do not erect truss backwards. .•,�j%A� x � LOAD CASE(S) Standard FL=� �ATE �!w i L Cert. 6634 August 29,201311 AWdRWNG Verify design parameters and READ NOTM ON THIS AND INCLUDED A4 TEYXEFEIROKEPAGE)61 7473 BUORE USE. Design valid for use only with Walk connectors.This design is based only upon parameters shown,and is for an individual building component. KitApplicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Quality Criteria,DSIII and BCSI Building Component 6904 Parke East Blvd. S7o n va' ble from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 2314. Tampa,FL 33610-4115 111=11h:ra Prn�7SPt Mbe,is s.Wed,ft.deftn.v4lvesare 17rm.e effective 06 10001.3 txy ALSC Job Truss Truss Type Qty Ply ELITE 117 PARADISE RESERVE 75005734 ' 131793 F10 Floor Truss 1 1 Job Reference (optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:44 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-fRZIdBuG_aISTBuHoTLSgjj5gv6DumOxdxh4t0yiz j, OF} 1 2 3 4 Scale=1:13.0 9 10 4 N N a 7 6 5 3x3= 3x3= 43-122 Plate Offsets X Y: t:Ed a o-o-1z 9:o-1-e o-o-1z toxo-l-e o-0-12 4 3.1 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010fTP12007 (Matrix) Weight:28 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc pur ins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 4-3-12. (lb)- Max Grav All reactions 250 th or less at joint(s)8,5,7,6 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �,%%'k % ' 3938Q 44/ TE 5 ,0 N A`i- ;,�`'�, I �FL Cert 6634 August 29,2013 Q WARWNG•Verify design parameters and READ MM ONTNIS AND INCLUDED IM'EK REFFMWE PAGE 1191 7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSf Building Component Safety Information gvolable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA X6904 Parke East Blvd.. 2314, if%lithern.Prrte dSP lumber i.;specified.,the de.,Ogn veli.resave trhrase effFctive 06/03/2013 txV A1:S(: Tampa,FL 33610-4115 Job Truss Truss Type aY Ply ELITE L17 PARADISE RESERVE T5005735 131793 F11 Floor Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:45 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-7d7grUvuluOJ41TTMBshDwGG?JSXdDh4sbRePsyiz i 0" 0" Scale=1:16.4 1 2 3 4 5 6 7 8 17 18 LI U 18 15 14 13 12 11 10 9 3x3= 3x3= a-" &9-8 Plate Offsets X Y: 1:Ed a 0-0-1 21,f17:0-1-8 0-0-12 [18:0-1-8,0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:51 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 8-9-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. X111111111111111 LOAD CASE(S) Standard ♦♦♦��PS A. .q� 1� ♦ O ' 4* ♦�• �i t4.6—39380 — rk — � a "FATE CJ441 ` C? ♦ '0 FL Cert. 6634 August 29,20131, ,&WARN NO Verify design paranaezrs and READ NOTES ON 77IIS AND INCLUDED JUTSK REFERENCE PAGE AY7I 7473 BEFORE USE, �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the tY'� ek iT ' erector.Addiforiol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East alW. Salefy Information qvo@able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 IfS�crutht'•••rnPirve SP trrrntrarr:s;pec.ifierl,xhe.de.rignvaluesarr..111oserlfecCiveOfi 01.f101:3byALSC _I Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE T5005736 131793 F12 Floor Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:45 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-7d7grUvuluOJ41TTMBshDwGG?JSXdDh4sbRePsyiz i 0 1�! D,I-Y 1-8 Scale=1:16.3 1 2 3 4 5 6 7 8 17 18 19 15 14 13 12 11 10 9 3x3= 3x3= 8-9.0 8-40 Plate Offsets X 1:Ed a 0-0-12 17:0-1-8 0-0-12 18:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Veri n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:51 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 8-9-0. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard P 00 . . 'moi • �•- .: ' X3.0 3938 • fix. '° e ,f M•.. O.. 'SAT E��• .�✓ �'� F•'c� ORiOP.��:� SSIO N FL Cert. 6634 August 29,2013 A NAR1+L NG-Vet^ifg design parameters and REALD NOTES ON 7UIS AND INCLUDED MTEK REFEREWEPAGE M7I 7473 BEFORE ME. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing consult ANSI/TP11 Quality Criteria,DSIII and SCSI Building Component 6904 Parke East Blvd. Sale y IMormalion ai able from Truss Plate Institute 781 N.Lee Street,Suite 312,Alexandria,VA 2Z2314. Tempa,FL 33610-4115 !f Southern Pine SP�luanberisspecifiecl,t'hede_signvaluesrorethese effe tiwe£kfiJttl zOR3i.1yA.LS(; Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 75005737 131793 F13 Floor Truss 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc, Thu Aug 2914:15:46 2013 Page ID:XlakeYhbeBm0S6BswxX8HezjvZl-bgg22gwWNCYAi S2gvuNwm8oRcjntMgyE5FABxJyizy o" 0" 1 2 3 4 5 6 Scale=1:12.9 13 14 4 N 12 11 10 9 8 7 3x3= 3x3 6-7-4 6-7-4 Plate Offsets X 1:Ed a 0-0-12 13:0-1-8 0-0-12 14:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:401b FT=0°hF,0°hE LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 6-7-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)12,7,11,10,9,8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��311 111 t Ill, LOAD CASE(S) Standard * 46 3938 A TATE Of •:Lt7� �� •. -"#;-#Si0 N Ay'%C` %% " FL Cert. 6634 August 29,2013 AWARMNG Verify design p x amders aria PEAD NOTES ON THIS AM)INCLUDED MITEKREF'EREW-E PAGE kill 7473 BEFORE USE. DWI valid for use only with MiTek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibility of the MiTek'11 Tek' erector.Additional pemionent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ! ll fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/iP1I Quality Criteria,DSB•89 and SCSI BuBding Component 6904 Parke East BIW. Solely Information qva able from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 If Suut:hern Pine 15P iuniher i.i specifred,She design valupsare tiha:se effeztive 0543 J.2O43"ALS£. Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE 131793 F14 Floor Truss 6 1 T5005738 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:47 2013 Page ID:XlakeYhbeBmOS6BSwxXBHezlvZl-30ERGAxBHVgl KcdsTcu91LLWE62156zNKvwkUlyizy o-1-e F-'- 1 130 2-1-4 " 1.5x4 3x3= 1.5x4 II 1.5x4 II Seale=1:14.2 1 y 3 4 3x3= 5 10 11 1.5x4 = 1.5x4= qq d N 3,6 = g 6 7 3x3= 1.5x4 I I 3x8= 6.7-4 Plate Offsets X Y: 1:Ed e 0 0.12 10:0 1-8 0 0 12 11:0.1-8 0.0-12 8.7.4 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.05 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FRC201 OfTP12007 (Matrix) Weight:441b FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) WEBS end verticals. 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 9=343/Mechanical,6=343/0-5-8 (min.0.1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-270/0,3-4=-270/0 BOT CHORD 8-9=0/270,7-8=0/270 WEBS 4-6=-339/0,2-9=-443/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 11111111111111, A. *•; f N-6 3938Q. „ E 0 . '' jU N A11,1 1'��Ca*�. FL Cert. 6634 August 29,2013 ib'&RN.rt3rt'-V&-il design parameters art d READ MJTES ON THIS AND INCLUDED#ITEK REFERENCE PAGE J61 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component... Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overoll structure is the responsibility of the building designer.For general guidance regarding Mi Ir Qk' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component Salefy Information vd'able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 2Z2314. 6904 Parke East Bhd. ifSaautherrlpinr. SP txmrllalri:as{mer.i{rrrl.,thedesL nva••.lur..zarn1'hrt:reeffwttvr..1.Miltblf21113b,A.L;Sf, Tempa,FL 33610-4115 Job Truss Truss Type Oty Ply ELITE 1_17 PARADISE RESERVE T5005739 131793 F15 Floor Truss 10 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc Thu Aug 2914:15:48 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-XCopTWym2pouxmB21JPOrZub VNCgY2XYZfIOByi 0-1-e H i 1-3-0 2-0-0 H0-7-4 — Sole:3l4"=1' 1.5x4 II 1.5x4 1.5x4 It 1 23x3= 3 4 3x3= 53x3 64x4= 7 13 14 1.5.4= 1.5x4= 12 3xG 11 10 8 3x3 = 1.5x4 II 3x6= 4x8= 6-7-4 64-8 _ 6s6.9 6-4-8 0.14 -2-0 0 0-1-4 Plate Offsets 1:Ed a 0-0-12 13:0-1-8 0-0-12 14:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.09 11-12 >878 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.13 11-12 >559 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC201 O/TP12007 (Matrix) Weight:61 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 12=216/Mechanical,9=938/0-5-8 (min.0-1-8) Max Uplift 12=-27(LC 4) Max Grav 12=305(LC 3),9=938(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-14=301/0,7-14=-301/0,4-5=0/425,5-6=0/425 WEBS 2-12=-293/63,4-9=-729/0,6-8=0/391,6-9=560/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 Ib uplift at joint 12. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be , attached to walls at their outer ends or restrained by other means. ,0% �g A. 6)CAUTION,Do not erect truss backwards. S% 0 LOAD CASE(S) Standard �`�. �, F '.•.7i,i 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 r Uniform Loads(ptt) *• 46 39380 Vert:8-12=10,1-7=-100 :t y Concentrated Loads(Ib) , Vert:7=250 : {' : . AT E 11J r ts� /ON A, '�� FL Cert. 6634 August 29,2013 0 WARI47NG-Yerr;I%t design parameters and READ NOTES ON 77IIS AND INCLUDEV JffTBK REFFJU E P9G£MIP 7473 BEFORE UEE. �.. Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/Ml Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satery Information wrible from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandra,VA 22314. Tempa,FL 33610-4115 If Sol+there pate SP huttL er is cpetirwd,the design:values are these effective 06 01.,41)13 t)Y A.L W_ 1 Job Truss Truss Type Oty Ply ELITE L17 PARADISE RESERVE 131793 FT01 FLOOR 1 T5005740 2 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc, Thu Aug 29 14:15:49 2013 Page ID:XlakeYhbeBmOS6BswxXSHezjvZl-?PMBgsyOp7wlZwmFbOwdNmOuOwjKZyJgnO PrYeyizy 2-3-12 4-4-0 8-38 2-312 2.0-4 3-11-8 Sal=1:15.7 3x4= 1.5x4 11 = 2 3 9 7 Special 10 11 12 Special 7x8 Special Special Special = 8 8 axe= 5 2x4 I I 2x4 I I 0.0;8 2-3-12 4-4-0 8-3.8 0-b'-8 2-34 2-0-4 311-8 Plate Offsets X [7:0-3-0,0-4-121 LOADING(perf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.02 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:102 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc pudins(6-0-0 max.):1-4, except end verticals. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 8=1399/0-5-8 (min.0-1-8),5=823/0-5-8 (min.0-1-8),6=3367/0-40 (min.0-2-5) Max Horz 8=58(LC 6) Max Uplift8=-74(LC 4),5=-60(LC 5),6=192(1_C 5) Max Grav 8=1641(LC 12),5=946(LC 12),6=3928(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-8=910/73,11-2=-11217/45 BOT CHORD 7-10=-45/1217,6-10=-45/1217 WEBS 1-7=-43/1428,2-7=-33/1113,2-6=1690/63 NOTES 1)2-ply truss to be connected together with 1 Od(0.131"0")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. 111171 Webs connected as follows:2x4-1 row at 0.9-0 oc. 111111 1lxxxx 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 11 S A• connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,��01`+' •••• �e �j� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp�� ,•••\GEN$•'• 9 i C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip �' + �•. DOL=1.60 r 4)Provide adequate drainage to prevent water ponding. .�,�fir'' NO 3938 5)Concentrated loads from layout are not present in Load Case(s):#3 IBC BC Live;#4 MWFRS Wind Left;#5 MWFRS Wind Right;#6 't MWFRS Wind Left Positive;#7 MWFRS Wind Right Positive #8 MWFRS 1st Wind Parallel;#9 MWFRS 2nd Wind Parallel;#10 MWFRS:r : M-y _, o 1st Wind Parallel Positive;#11 MWFRS 2nd Wind Parallel Positive;#16 MWFRS Wind Left Positive+Regular;#17 MWFRS Wind Right .,�t�•`AT Positive+Regular;#18 MWFRS 1st Wind Parallel Positive+Regular,#19 MWFRS 2nd Wind Parallel Positive+Regular. r . O i Il l E ""�•�(/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(' L(/ 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �(•�• �:•'• �� between the bottom chord and any other members. �i�\`S' 0 R � D• 11� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 8,60 Ib uplift at joint 5 and %r 9/� •• •'! 1111 192 Ib uplift at joint 6. N At- 1 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. xx711!I i t 11111, 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1277 Ib down at 1-2-8,1261 Ib d c at 2-6-4,1261 Ib down at 3-2-8,and 1261 Ib down at 5-2-8,and 1261 Ib down at 7-2-8 on bottom chord. The design/selection of su r L Cert. 6634 connection device(s)is the responsibility of others. _-•-••••••,•,,,,_,_...............�_......,,,.,,�.....,.,,,.� August 29,2013 AWARXING Verifg design parameters and READ ATJT ES ON THIS AND INCLUDED PUTEKREFERENCE PAGE MIt-7473 BEFORE(FSE. Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown m for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage.delivery,erection and bracing,consult ANSIM11 QualBy Crlleda,DS8-a9 and aCSI aullding Component 690a Parke East Blvd. SafeM Informaaon va' ble from truss Plate Institute 781 N.lee Street Suite 312.Alexandria,VA 2314, Tampa,Parke 3 East Blvd. 15 1f SratTrhern Porte SP ttanber i:s s rrr.ifi*r J,thr sie.a.igr1 valaaars:Tre 1'httRe effecCivr t�i�41.{201:3 try A;t.SC Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE T5005740 131793 FT01 FLOOR 1 2 Job Reference a Donal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:50 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-TbwZuBzlaQ2cB3LR8kRsw_z3AK3ZIPYpOs8P44yizy LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-44,5-8=-10 Concentrated Loads(lb) Vert:7=1028(F)9=-1043(F)10=1028(F)11=-1028(F)12=-1028(F) �ttttt�i��►ri��i %•�p,5 A. q �j. • No 3938Q AT .� N A� FL Cert. 6634 August 29,2013 A wAph7NG Verify design parameters and READ NOTES ON 77115 AND INCLUDED WTSK REFERENCE PAGE JWT 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII duality Criteria,DSB•S9 and SCSI Building Component 6904 Parke East Blvd. Sale hdormabon vo able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 2314. Tampa,FL 33810-4115 if Mthern Pinelf0 lu;fnbvi rs sper.ified.,the design vakres arw trinOW eff hive 06j 01/1.013 try ALSO 1 Job Truss Truss Type Qty Ply ELITE L17 PARADISE RESERVE 75005741 131793 FT02 FLOOR 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:53 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjv2l-uAbi WD?vsLQB2X40gs?ZYcbXrXxDVbeGigN3hPyizy 12:12 7-4-0 10-3-12 13.3-8 165-8 1 7-8 2-11.S-7 0 32.11-0 3.9-12 34" 2-11-12 2.11-12 3-2-0 3-2-0 2-11-127-412 3.64 3-9-12 —� Scale=1:56.7 1.5x4 I i 4x6= 1.5x4 11 3x8= 1.5x4 I 14x12= 3x4= 4x12 1.5x1 13x8= 1.5x4 II 4x8— 15a1 2 3 4 26 5 67 8 27 9 10 28 111 12 i 24 29 23 30 31 22 32 21 33 20 34 19 18 35 36 17 37 t8 38 15 39 14 40 41 13 2x4 II Special 6x12 = Special 3x8 II 6x12 — 2x4 II 8x12 = 3x8 II 6x12 = 2x4 II P pe Special 2x4 II 4x8= 3x10= Special Special HGUS26-2 Special HGUS26.2 Special Special Special 3.9.12 74-0 10.3-12 13-3-8 16.54 1&7-6 22-7-4 2 7-0 29-1-4 32-11-0 ,1.12 3.6-4 2.11-12 2-11-12 3-2-0 3.2-0 2-11-12 2-11-12 3.6.4 3-9.12 Plate Offsets(X,Y): [1:0-3-4,0-2-0],[3:0-2-0,0-1-8],[5:0-5-12,0-2-0],[8:0-2-12,0-2-0],[10:0-2-8,0-1-8],[12:0-3-4,0-2-0],[14:0-3-12,0-3-4],[15:0-4-12,0-1-8],[16:04-0,0-34],[21:0-6-0 .0-3-41,122:0-4-12.0-1-81,[23:0-4-12.0-3-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.09 15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.14 15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:388 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-12, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 3-21,5-21,8-16,10-16:2x4 SP No.2 REACTIONS All bearings 0-5-8 except Qt=length)20=0-4-0,17=0-4-0. (lb)- Max Harz 24=-58(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)except 24=-183(LC 4),13=-181(LC 5), 20=-327(LC 4),17=-329(LC 5) Max GravA� es nc�SnJpcFleccaij ' except 24=1��0(LC 12),13=1707(LC 12) 25LC 12�1_j=6036(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1215/182,1-2=-2720/269,2-3=-2720/269,3-25=-590/100,4-25=-590/100, 4-26=-590/100,5-26=-590/100,5-6=-143/2046,6-7=-143/2046,7-8=-143/2046, 8-27=-1768/101,9-27=-1768/101,9-28=-1768/101,10-28=-1768/101,10-11=3400/280, 11-12=-3400/280,12-13=-1514/180 BOT CHORD 23-30=-292/3743,30-31=-292/3743,22-31=-292/3743,22-32=-292/3743,21-32=-292/3743, ,,��111111t FFF�,, 21-33=-2905/216,20-33=-2905/216,20-34=-2905/216,19-34=-2905/216,18-19=-2905/216, A. 4 18-35=-3807/219,35-36=-3807/219,17-36=-3807/219,17-37=-3807/219,16-37=-3807/219, 4j ,...... 16-38=-298/5165,15-38=-298/5165,15-39=-298/5165,3940=-298/5165,14-40=-298/5165 ,��.�•••�Ci E S••. �i� WEBS 1-23=-292/2888,3-23=-1126/25,3-22=0/2160,3-21=-3592/219,5-21=-360/3981, A, :• V .��• 5-20=-2468/313,5-18=-86/965,8-18=-85/1979 8-17=-4110/315,8-16=-365/6350, Nt 3938 10-16=-3870/224,10-15=0/2626,10-14=-1944/20,12-14=-287/3616 .", k ✓ . NOTES ,•jr w.,-,.,.., 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �• ,fl ' ,. ^ " p Top chords connected as follows:2x4-1 row at 0-9-0 ac. '0 -xr[`A�E- ��1 r - Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 3-22 2x4-1 row at 0-2-0 oc,member 10-15 2x4-1 row at 0-2-0 oc. ��•.�� O ,p Q;.'��`�� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to pR lily (? connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �I SS \ 1� 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=33ft;eave=4ft;Cat.ll;Exp �i,,,$0 N C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip it DOL=1.60 4)Provide adequate drainage to prevent water ponding. FL Cert. 6634 Continued on vage 2 August 29,2013 AfWARWNG Venfy design parametem and READ VDTES ON TWIS AND INCL UDED JWTEK REFEREWE PAGE PUT7473 BEFORE USK Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permonent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSS-89 and SCSI Buildng Component Safely Information va'able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA Z2314. 6904 Parke East Blvd. if5dAAt:hernPi1TP SP�ulnlberisWecifi+d:1'hpde.sign.valliesa, tltrrsracP#w..rtivex/03{2013 t,AIAC, Tempe,FL 33610.4115 ' d Job Truss Truss Type Qty Ply ELITE Ll 7 PARADISE RESERVE T5005741 131793• FT02 FLOOR 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 29 14:15:53 2013 Page ID XlakeYhbeBmOS6BswxXBHezjvZl-uAbiWD?vsLOB2X40gs?ZYcbXrXxDVbeGigN3hPyi2y NOTES 5)Concentrated loads from layout are not present in Load Case(s):#3 IBC BC Live:#4 MWFRS Wind Left;#5 MWFRS Wind Right;#6 MWFRS Wind Left Positive;#7 MWFRS Wind Right Positive;#8 MWFRS 1st Wind Parallel,#9 MWFRS 2nd Wind Parallel,#10 MWFRS 1st Wnd Parallel Positive;#11 MWFRS 2nd Wind Parallel Positive,#16 MWFRS Wind Left Positive+Regular,#17 MWFRS Wind Right Positive+Regular,#18 MWFRS 1 st Wind Parallel Positive+Regular,#19 MWFRS 2nd Wind Parallel Positive+Regular. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. B)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 Ib uplift at joint 24,181 Ib uplift at joint 13,327 Ib uplift at joint 20 and 329 Ib uplift at joint 17. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HGUS26-2(20-1Od Girder,8-10d Truss)or equivalent spaced at 17-11-12 oc max.starting at 7-5-10 from the left end to 25-5-6 to connect truss(es) FT03(2 ply 2x4 SP) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)333 lb dawn at 2-1-12,333 Ib down at 4-1-12,333 Ib down at 6-1-12,295 lb down at 8-1-12,295 Ib down at 10-1-12,295 Ib down at 12-1-12,333 Ib down at 26-9-4,and 333 Ib down at 28-9-4,and 333 Ib down at 30-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-12=-44,13-24=-10 Concentrated Loads(lb) Vert:19=-748 22=-1372(F)21=-233(F)16=-748 15=-1372(F)29=-271(F)30=-271(F)31=-271(F)32=-233(F)33=-233(F)34=-748 35=-748 36=-748 37=-748 38=-748 39=-271(F)40=-271(F)41=-271(F) E �r N ' 140 3938 OAl ` ;j DATE tJ rN •:� • • FL Cert. 6634 August 29,2013, A WARMnn, Yet-i,N design parameters and REAM NOTES ON THIS AND INCLUDED h3I7 4_Kp,EFEFEW E PAGE MIF 7473$EFOFE FRSE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing.consult ANSIMII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety IMormaiton va able from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA x2314. Tempa,FL 33610-4115 If x'xu titlrr!1 ptltejSP luantser i.ipet1f11eal,the de sign vattu_4 are t:hof,p etfr ct nre.Ofi;C19/2tY:3 tzy At.S£ _ — _- Job Truss Truss Type pty Ply ELITE L17 PARADISE RESERVE 75005742 131793 FT03 FLOOR 2 2 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Aug 2914:15:54 2013 Page I D:XlakeYhbeBmOS6BswxX8HezjvZl-MM94kZOXdfY2fhfCNaWo4g8ftxU WE9kPxU6cEryizy t 3-4-0 6.4-8 { 8-7-4 3.4-0 30.8 2-2-12 Scale=1:16.3 1.50 II 3x4= 3x4 = 1 3x4= 2 3 4 3x8 8 7 = 5 1.5x4 II 3x4 1.5x4 II = 34-0 6.4-8 7-4 8-7-4 3"4'0 30-8 2-1 2-0.0 Plate Offsets MY):: 1:0-1-80-1-8 7:0-2-0 0-1-8 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.02 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.15 Vert(TL) -0.03 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FRC2010/rP12007 (Matrix) Weight:94 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-4, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 8=1664/Mechanical,6=3336/0-5-8 (min.0-1-15) Max Grav 8=1692(LC 3),6=3336(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=1633/0,1-2=-1618/0,2-3=-1618/0,3-4=0/503 BOT CHORD 6-7=-503/0 WEBS 1-7=0/1669,2-7=-1979/0,3-7=0/2342,3-6=-2810/0,4-6=-676/0 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `t�\��1{ 3)Unbalanced floor live loads have been considered for this design. S A. / 4)Refer to girder(s)for truss to truss connections. � ,...., B 5)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 8-7-4 ��P ``� + `C E il S�, I�I�i� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. [� M 7)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 114'6 39389 Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to bs attached to walls at their outer ends or restrained by other means. j LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Q SATE ':�U1 Uniform Loads(pin Vert:1-4=-S92,5-8=-10 ��T" A� Q ,•\�� 0 N A`Er0'0 FL Cert. 6634 August 29,2013 A 1TARN:NG Vetify design parameters and READ NOTM ON 771IS AND INCLUDED RII7LKREFEREhFCE PAGE JGI 7473 BEFORE IASE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPII Quallfy Criteria,DS6.89 and BCSI Building Component 6904 Parke East BIW. Safety Information gvolable from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA X2314. Tampa,Parke 3361 ass Bl 115 If4�rtatLser.+pine 4p Iwnheiistpwr.ifi+.d,t'h,-design value:sarr.those ePfer.tivefK/01t/,01_ byALSf, A w � Vv `yn a v a m _ x CA m Z D m 00 < D O nN G)cv�z a D o �_ -+ o c •m ° o c (� v �aCo=D�°am°G)9mao^NQ°•m� .ov aa 7 ny� Q Qn a0 6X° Z z N0 CL (° ° ° f� (D -o ° Dn ° sqj D m o39ZvwOD , - X c-< ° o mo 'CD a0ori D o °oaoPi _ ID 300� :" �n•Nw.�am� � ?° ° pm� on3 3- :01 o m � �om o z � � ommo� �( ° °� � -a °% � m_ o ° ?y O ° f o� 3 ° OR-< � c aft � N 1~D °6 c j N °-a Z (D-0 F a° o n? c° ° ? m °•m o o N CD a o a° a X. :3(D d� � n d'-:20 p 7 ^ �.n �_ p 5 N O N x � 0 2 (D c5 � o So� " flm wN ° o 5 a 2 o_ �� o m , 3 mm Z n =D TOP CHORD 7c v <o wA n 0 30 r02 cl-e m Z .Ci `O— m a P A mZ m �•� 6N � OW AC �N mJ (D HD =m r a nNn7 A NA ° O �� C2 O °J }r Q�� Q TN y D �r V W2-7 = N M A N N -0 m 70 K O 0 a �• 3 O o� op w� 0 m i3 n m O m NaN67 m N m .ym 30 W �N< a '7'('D a m� a j'S �V/• ONo N m 0M �O C H -0 7• A�D� v g D D o 5' W °� W— W3-6 W () fD .Zl• O 2 0 ° ,,, � Q 4 mo m x Q 3 H CD N 1% mN AO C` TmK3 (p Cn CA) m TOP CHORD a H°z -0 (D °v n � w -i �r �m nR-n cc Jc 7v o`o_'� n gav '" Z Q3 F= 4D Dv °m ° .00 0 0 �o a c ao ° ° mm ny0 0 0m oo dN o a 3 C z� ° < o.<m 0'D moa a -m o n 0 .< n < 0< m ° a O �If �� o 00 3 3 :3 00 �o �•mm 10)(D 3-003 (D m 'oa 'o RaID mo m ism oX a� 2o o (D 3j� o °o ? ° O as a=a °� a<Q m� nm �c °3m a -0,0 (D o•m °cmo° go O OT v• C SQoog a 7O o m ° oc m � 3m o °° 0` maw �� @aCY� °ID moo o � Q° �'� o � � o C1° OCD R N cmm m �q 7 �.� �N p 6 3N OOaO `�° �? O� m -OC 5'a na3-(OD < No moo �N 0 7 m c° 00 -2 3a �m �� ° oo opo o � o < (� ° 3a m 5m am o0 0 ° c ga ° a,�0 ?mz °� <a _.n O n No 00 �N moc m3 ° °'_° o0 0 -00o m .o aN 3 °F. so0 m'<_< � -0 CD of 0 n c n a- m c cp za c 3 m m m° m' m Q' m°n m a . ° T y o < N° o fl C T. �m o� 7 ao ?a m� �� ao� <� om y� o� ° ao oa Q cD .n m m c:: 6 0 C m ° O f0 CD a N ° O -z 7 Q N f.T 3 3 ° 0 n m o 3 0 a <01 0 0 D o ° oo a o ° nn �m m„ s0 N°� �o o w m ° o s I °D n ^ o -0? 0 0 0 ° g m N ° m o. o o. m o p va J c°o m o <0 CD m f ° o co m m - a ° °° m°° � o JO 7 ° (D ° n c o f. _ o o y 3 °0 ao n o o m a a 'm m m -10 rt' (1 u F fD -0. C 7 m(° m °£ On° m 0 0 m o "j FN too 3 a m a(o R � mm �' f ? °0 °o ° 0 m mQ m T a m 3o y O m fo o o� 0 30 3 (D O 3ID 31 aT � m m N ♦ t : , MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE DO ® MiTek Industries,Chesterfield,MO Page 1 of 1 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) O oBRACE �C==o� 24"O.C. 48"O.C. 72"O.C. n BAY SIZE u BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries,Inc. A B C D A B C D C D 10'-0" 1610 1886 1886 2829 12'0" 1342 1572 1572 2358 3143 3143 4715 4715 7074 14'-0" 1150 1347 1347 2021 16-0" 1006 1179 1179 1768 2358 2358 3536 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 1886 1886 2829 Bay size shall be measured in between the centers of pairs of diagonals. GENERALNOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING 6 REOUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM N TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -0R_ 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL,AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131')2.5-)FOR 1 x4 BRACES,2-10d(0.131'x 3')FOR 2.0 and 2x4 BRACES,AND 3-10d(0.131'x3')FOR 2#BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131'X2.5")NAILS FOR 10 LATERAL BRACES, 2-10d(0.131')3')NAILS FOR 2x3 and 2x4 LATERAL BRACES,AND 3-10d(0.131*4")FOR 2x6 LATERAL BRACES. B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT SPF,DF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLE CONNECTED WOOD TRUSSES AND BCSI 1 C 2 X 4#3,STD,CONST ( ) GUIDE TO GOOD PRACTICE FOR HANDLING,INATSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES,JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. --Sbci1duSI1,.w1 and—.tpinstArg D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE 8. TABULATED VALUES ARE BASED ON A DOL.=1.15 FOR STABILIZERS: FOR A SPACING OF 24'O.C.ONLY,MITEK'STABILIZER"TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A-B.C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER' TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2-10dNAILS (SEE NOTE 4) TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall roof system.The method shown here is just one method that can be used to provide stability against web buckling. August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek Industries,Chesterfield,Mo Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing 0 0o is impractical. T-Brace/I-Brace must cover 90%of web length. E=Fa Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing --ASPACING Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x41-Brace WEB k 2x6 2x6 T-Brace 2x6 I-Brace --A 2x8 2x8 T-Brace 2x8 I-Brace k T-Brace/I-Brace must be same species } T-BRACE and grade (or better)as web member. Nails - Section Detail T-Brace Web Nails Web— I-Brace Nails JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE Mirek Industries,Chesterfield,MO Page 1 of 1 aaaaa 0 00 0 00 a MiTek Industries,Inc. Nailing Pattern Note:L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical.L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 — t 2x6 1x6 2x8 2x8 DIRECT SUBSTITUTION NOTAPLICABLE. _A SPACING k k WEB + L-Brace Size for Two-Ply Truss � i L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 ••• 2x6 2x6 2x8 2x8 •"DIRECT SUBSTITUTION NOT APLICABLE. Nails � Section Detail F— L-Brace a Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK1 ® F EFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 �J OR PLATE SIZES AND LUMBER GRADES IMPORTANT O Oo �� This detail to be used only with one ply trusses with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-3-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK REACTION BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS AND DNAILING PATTERN GRADE (Ib) ALLOWABLE LOADS ALLOWABLE LOAD(Ib) TOTAL EQUIVALENT BEARING LENGTH 2x4 BOTTOM CHORD SYP 2966 975 3941 0-4-10 2 ROWS @ 3"O.C. DF 3281 892 4173 0-4-7 (8 TOTAL NAILS) HF 2126 772 2898 0-4-12 SPF 2231 754 2985 0-4-11 SYP 2966 1462 4428 0-5-3 2x6 BOTTOM CHORD DF 3281 1338 4619 0-4-14 3 ROWS @ 3"O.C. HF 21261159 3285 0-5-6 (12 TOTAL NAILS) SPF 2231 1131 3362 0-5-4 SYP 2966 1950 4916 0-5-12 2x8 BOTTOM CHORD DF 3281 1784 50650-5-6 4 ROWS @ 3"O.C. (16 TOTAL NAILS) HF 1 2126 1545 3671 0-6-0 SPF 2231 1508 3739 0-5-13 CASE 1 CASE 2 4"MINIMUM T HE HEIGHT 1 BRG BLOCK TO BE SAME 12'BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") * FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.10 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK2 �== ® REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 FOR PLATE SIZES AND LUMBER GRADES o�o IMPORTANT This detail to be used only with one ply trusses E=D with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-5-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS AND GRADE REACTION ALLOWABLE LOADS NAILING PATTERN (lb) * ALLOWABLE LOAD(lb) TOTAL EQUIVALENT BEARING LENGTH SYP 4661 975 5636 0-6-10 2x4 BOTTOM CHORD OF 5156 892 6048 0-6-7 2 ROWS @ 3"O.C. (8 TOTAL NAILSI HF N4661 772 4113 0-6-12 SPF 754 4260 0-6-11 SYP 1462 6123 0-7-3 2x6 BOTTOM CHORD DF 1338 6494 0-6-15 3 ROWS @ 3"O.C. HF 3341 1159 4500 0-7-6 (12 TOTAL NAILS) SPF 3506 1131 4637 0-7-4 SYP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD DF 5156 1784 6940 0-7-6 4 ROWS @ 3"O.C. HF 3341 1545 4886 0-8-0 If TOTAL NAILS) SPF 3506 1508 5014 0-7-14 CASE 1 CASE 2 4" MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12"BLOCK SIZE,GRADE,&SPECIES 12"BLOCK AS EXISTING BOTTOM CHORD. APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. JANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON L�J�J�J O MiTek USA,Inc. Page 1 of 1 O OD O 00 a MiTek USA,Inc. _z Z FASTEN RIBBON BLOCK TO END VERTICAL WITH FASTEN RIBBON BLOCK TO END VERTICAL WITH TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED 4"O.C.(USE THREE NAILS MINIMUM) 4"O.C.(USE THREE NAILS MINIMUM) FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek Industries,Chesterfield,MO Page 1 of 1 ououo TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE L FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK USE META ANCHOR L ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) T (0.131"x 3") O TOP CHORD ATTACH TO VERTICAL WEB WITH(3)-1O NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACHWEB WITH(3) 10d NAILS SCAB WITH(3)-10d NAILS FACE OFSTRONGBACK ORD INTO NOT USE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") DRYWALL TYPE SCREWS) 4-0-0 WALL BLOCKING TRUSS 2x6 (BY OTHERS) (BY OTHERS) STRONGBACK (TYPICAL SPLICE) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING SCAB CENTERED ON THE SPLICE ANID JOINED WITH H(12)-Y,USEA10d NAIILLSG (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) S " � JANUARY 1, 2009 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS ®R MiTek USA,Inc. Page 1 of 1 O OO O 00 a MiTek USA,Inc. LADDER TRUSS WITH 4X2 SPF NO.2 2x4 BAND MINIMUM CHORD LUMBER,WEBS SHALL BE 04 STUD HF,SPF,DF OR SYP AT 16"O.C.MAX. DOUBLE END FASTENER(S)SPECIFIED VERTICAL BY OTHERS FLOOR BLOCKING 7PER BUILDING DESIGNER FASTENER(S)SPECIFIED BY OTHERS. LEDGER SPECIFIED o BY OTHERS LEDGER SPECIFIED o. BY OTHERS FLOOR TRUSSES TYPICAL FLOOR d 24"O.C.MAX. TRUSS LADDER FRAME TO BE CONTINUOUSLY SUPPORTED BEARING AT -- END OF TRUSS FLOOR TRUSS PERPENDICULAR FLOOR TRUSS PARALLEL TO BEARING WALL TO BEARING WALL N.T.S. N.T.S. OTHER FRAMING ELEMENTS OTHER FRAMING ELEMENTS NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY NOTES: DETAIL PERMITS A MAXIMUM OF TWO 1/2"DIA.THRU BOLTS OR LAG SCREWS TO BE INSTALLED ALONG THE VERTICAL CENTER LINE AND INTO THE DOUBLE END VERTICAL OF FLOOR TRUSSES OR INTO THE 4X4 VERTICALS OF A LADDER TRUSS. FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER.REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. DETAIL HAS CONSIDERED VERTICAL LOAD CAPACITY OF THE FASTENERS ONLY.ALL OTHER FRAMING ELEMENTS REQUIRED TO SUPPORT AND OR RESIST ANY OTHER LOADS AND OR FORCES SHALL BE THE RESPONSIBILITY OF OTHERS. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. JANUARY 1, 2009 FLOOR TRUSS BLOCKING DETAIL IST-LEDG R2A MiTek USA,Inc. Page 1 of 1 n 2x_UPLIFT LEDGER. SECURE TO u GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: GIRDER TRUSS SINGLE TOP CHORD-1 ROW @ 3"O.C. MiTek USA,Inc. DOUBLE TOP CHORD-2 ROWS @ 3"O.C. (1 ROW IN EACH CHORD MEMBER) 2 x_LEDGER. SECURE TO GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: SINGLE BOTTOM CHORD-1 ROW @ 3"O.C. ATTACH TRUSS TO BOTTOM TIE-IN SPANS DOUBLE BOTTOM CHORD-2 ROWS @ 3"O.C. CHORD LEDGER WITH(3)-10d (1 ROW IN EACH CHORD MEMBER) NAILS THROUGH VERTICAL MAX.LOAD APPLIED TO LEDGER (PLF) SYP DOUG-FIR SPF/HF SINGLE CHORD 404 372 316 DOUBLE CHORD 808 744 632 NOTE:VALUES BASED ON FOLLOWING VALUES SYP=101#/nail DF=93#/nail SPF=79#/nail DETAIL ATTACHING A LEDG JANUARY 1, 2009 STANDARDOHESIDE OF AOL OOR TRUSS GABLE ER ST-LEDGR MiTek USA,Inc. Page 1 of 1 0 00 ��00 MAX.WALL LOAD=800 PLF MiTek USA, Inc. FLOOR GABLE TRUSS WITH SPF NO.2 MINIMUM OP CHORD LUMBER. FLOOR TRU S MAX LOAD ON LEDGER=480 PLF HEATHING DEPTH=14", 16',18',OR 20" SHEA HING 4X4 STUDS AT 16"SPACING MAX. BRG.WALL (HFA SPF,DF,OR SYP) A TACH LEDGER(DESIGNED BY OTHERS)WITH TWO 1/2"DIAMETER ASTM A307 BOLTS WITH WASHERS AT EACH STUD LOCATION. (MINIMUM 2X8 SPF NO.2) FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT MiTek USA,Inc. Page 1 of 1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING �� UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE n. FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW k1-3 TOP PLATE OF W LL "NAIL NEAR SIDE OR 3.25"NAIL NEAR SIDE LOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail) DIAM. SYP DF HIF SPF SPF-S .131 59 46 32 30 20 NOTES: (7 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES 0 .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE , 162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF _j NAILS NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING _ Q .128 54 42 28 27 19 OF THE WOOD. . ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH Z OJ .131 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J N 148 62 48 34 31 21 THE CONNECTION. 2 c7 (7 .120 51 39 27 26 17 9 .128 49 38 26 25 17 "� 27 26 17 c .131 51 39 M .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. "*USE(3)TOE-NAILS ON 20 BEARING WALL "'USE(4)TOE-NAILS ON 2x6 BEARING WALL JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP ® MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES: TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH I 1 AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 O .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR .162 108.8 99.6 86.4 84.5 7- ILLUSTRATION PURPOSES ONLY vi Z .128 74.2 67.9 58.9 57.6 50.3 q .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N 148 81.4 74.5 64.6 63.2 52.5 2x3,2x4 SIDE VIEW M i 2 NAILS) (2x6) 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE NEAR SIDE EXAMPLE: NEAR SIDE -16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM 30°TO 60' VARY FROM 301 TO 601 45.00° 30'TO 601 45.00° 45.000 FEBRUARY 14, 2012 Standard Gable End Detail ST-GE110-001 MiTek USA,Inc. Page 1 of 2 Typical_x4 L Brace Nailed To 2x_Verticals W/10d Nails,6"D.C. Vertical Stud Vertical Stud (4)-16d Common DIAGONAL 0 C====:3 � Wire Nails RACE • 16d Common MiTek USA,Inc. wire Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE �--� 4'-0"0.C.MAX (2)-10d Common 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-A w/(4)-1od Common Nails 2x4 Stud Q Varies to Common Truss * * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ** ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. 3x4 B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B Roof Sheathin 24"Max NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. Max. (2)-1 0�Y 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / ;�(i) l0d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 5.DIAGONAL UD OR BETTER WITH ONE BRACE TO BE AP ROX MATOELY045 DEGREIES TO ROOF O.C.C Trus S @ 2411 O.C" DIAPHRAM AT 4'-0"O.C. / 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL N OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /Z 6 DIAGONAL BRACE SPACED 48"O.C. Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d 7.(REFER GABLE STOUDECTION DEFLLECTION MEETS OR EXCEEDS U240. at 1/3 point /COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if deeded TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 20 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brece L-Brace BRACE 1/3 POINTS Species Maximum Stud Length and Grade 2x4 SPF Std/Stud 12"O.C. 4-6-3 5-0-7 7-1-7 9-0-513-6 8 2x4 SPF Std/Stud 16"O.C. 4-1-3 4-4-5 6-2-0 8-2-7 12-3 10 2x4 SPF Std/Stud 24"O.C. 3-5-8 3-6-11 5-0-7 6-10-15 10 4-7 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in D.C.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE 7-10 140 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLAD ING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD MiTek USA,Inc. Page 2 of 2 ��o0 Trusses @a 24" o.c. n HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. �] (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA, Inc. Roof SheathinC]--� COMMON WIRE NAILS AND ATTACHED ♦I TO BLOCKING WITH(5)-10d COMMONS. V-3- Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN WITH TWO 16d NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS X 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace at 1/3 points X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES if needed \ \ SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING \ TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall (5)-10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE STRUCTURAL FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE GABLE TRUSS FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING SCAB ALONG NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE VERTICAL AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR IND SPEEDS GREATER 120 RS WITH H TWO ROWS OF 0d(H311"X 3")NAILS SPACED 6" O.C. SCE 7-10)NAIL ALL MEM EASCE (X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. / ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS / ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAL/STUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD / GABLE TRUSS Solid Sawn Lumber Connectors FACE MOUNT HANGERS - SOLID SAWN LUMBER (OF & SP) - These products are available with additional corrosion protection.Additional products on ,These products are approved for installation with the Strong-Drive SD Structural- this page may also be available with this option,check with Simpson Strong-Tie for details. Connector screw.See page 30 for the correct substitution and SD screw size. Dimensions Fasteners DF/SP Allowable Loads Installed Joist Model No. Ga M1n/ Header Uplift Floor(100) Snow(115) Roof(125) Cost Code Size yy I H I g Max 10d 16d Joist (160) 10d 16d 10d 16d 10d 16d I(ICI) Ref. SAWN LUMBER SIZES LU24 20 1IX6 3% 1 h — 4-10d 4-16d 2-10dx1'h 265 465 555 530 635 575 685 Lowest 2x4 LUS24 18 1M 3'% 1% — 4-10d — 2-10d 490 670 — 765 — 1 825 — 3% U24 16 11& 3116 1'h — 4-10d 4-16d 2-10dx1'h 265 485 575 550 655 595 705 67% HU26 14 1M/,s 3'/,s 2'/. — — 4-16d 2-10dx1'h 335 — 595 — 670 — 720 19 DBL LUS24-2 18 3'/9 31A 2 — — 4-16d 2-16d 440 — 800 — 910 — 985 Lowest 2x4 U24-2 16 3%s 3 2 — 4-10d 4-16d 2-10d 370 485 575 550 655 595 705 33% HU24-2/HUC24-2 141 3'h 311,6 2'h — 4-16d 1 2-1Od 380 1 — 595 — 670 — 1 720 240% LUS26 18 19/,6 4Y, 13/ — I 4-10d — 4-10d 1165 865 — 990 — 1070 — Lowest LU26 20 19/s 43/4 1''hi — 6-10d 6-16d 4-10dx1'k 565 700 835 795 950 860 1030 6% 0° U26 16 19/s 43/4 2 — 6-10d 6-16d 4-10dx1'h 585 730 865 825 980 890 1055 43% 17,F6,L17 c . 2x6 LUC26Z 18 19/,6 4% 13/ — 6-10d 6-16d 4-10dx1'h 730 710 845 810 965 875 1040 160% V HU26 14 19/s 3'X,6 2'/. — — 4-16d 2-10dx1'/z 335 — 595 — 670 — 720 1 179% HUS26 16 1'A 5% 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 3335 276% LUS26-2 181 3'/s 4'/ 2 — — 4-16d 4-16d 1165 -- 1030 --- 1180 --- 1280 r U26-2 16 3'/9 5 1 2 8-1Od 8-16d 4-10d 740 975 1150 1100 1305 1185 1 1410 179% e DDB6L HUS26-2 14 31A 51/,6 2 — — 4-16d 4-16d 1235 — 1065 — 1210 — 1 130 HU26-2/HUC26-2 14 3A 53/6 2h Min — 8-16d 4-10d 760 — 1190 — 1345 — 1445 233% y 14 3'1A 5;/ 2'h Max — 12-16d 6-10d 1135 — 1785 — 2015 — 1 2161•1 254% LUS26-3 18 45/9 4'1A 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1 1280 y PL 2xE U26-3 16 41A 4'/ 2 — 8-10d 8-16d 4-10d 740 975 1150 1100 1305 1185 1410 160 HU26-3/HUC26-3 14 411/6 5h 2h Min — 8-16d 4-10d 760 — 1190 — 1345 — 1445 14 4"/is 5'h 2'h Max — 12-16d 6-10d 1135 — 1785 — 2015 — 2165 LUS26 18 19/6 43/4 13/. — 4-10d — 4-10d 1165 865 — 990 — 1070 — Lowest LU26 20 19/6 4'/e 1'h — 6-10d 6-16d 4-10dx1'h 565 700 835 795 950 860 103, 6% LUS28 18 19/s 651s 1Y4 — 6-10d — 4-10d 1165 1100 — 1255 -- 1360 -- 23% '_LU_28 20 19/,6 6'/s 1'h — 8-10d 8-16d 6-10dx11/1 850 930 1110 1060 1270 1150 133:• 39% 2x8 U26 16 19/,6 43/4 2 — 6-10d 6-16d 4-10dxt'h 1 585 730 865 625 980 890 1051• 43% LUC26Z 18 19/16 4% 13/ — 6-10d 6-16d 4-10dx1'h 730 710 845 810 965 875 1040 160% HU28 14 19/,6 5'/ 211 — — 6-16d 4-10dx1'h 610 — 895 — 1005 — 108; 251% HUS26 16 15/9 5Ya 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 13335 276% 17,F6,L17 HUS28 161 1% 7 3 — — 22-16d 8-16d 2000 — 3965 — 4120 — 4220 409% LUS26-2 181 3'14 4'h 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 Lowest LUS28-2 18 3'/s 7 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 8% DBL U26-2 16 318 5 2 — 8-10d 8-16d 4-10d 740 975 1150 1100 1305 1165 1410 65% 2X8 HUS28 2 14 3'/s 73A6 2 — — 6-16d 6-16d 1550 — 1595 — 1815 — 1960 188% HU28-2/HUC28-2 14 314 7 2'h Min — 10-16d 4-10d 760 _ 1490 — 1680 — 1805 397% 14 3'/0 7 2'/z Max 14-16d 6-10d 1135 2085 2350 2530 418% LUS28-3 18 45/s 61/ 1 2 — — 6-i6d 4-16d 1165 — 1315 — 1500 — 1625 o PL 2x U26-3 16 4% 4'/ 2 — 8-10d 8-16d 4-10d 740 975 1150 1100 1305 1185 1410 z - 14 4"/,6 514 2% Min = S i6d 4 10d 760 = 1190 — 1345 — VE1 HU26 3/HUC26 3 14 4"/,6 51/2 2'h Max 12-16d 6-10d 1135 1785 2015 160 QUAD HU28-4/HUC28 4 14 6'/s 61/ 2'h Min — 10-16d 4-i6d 900 — 1490 — 1680 —2x814 6'h 6% 2V2 Max — 14-i6d 6-16d 1345 — 2085 — 2350 — aLUS28 18 19/6 6/ 13/ — 6-10d — 4-10d 1165 1100 — 1255 — 1360LU28 20 19/6 63/a 1'/z — 8-10d 8-16d 6-10dx1'h_ 850 930 1110 1066 1270 1150 W LUS210 18 1%6 713/,° 111, — 8-10d — 4-10d 1165 1340 — 1525 — 1650 — 159° 2x10 LU210 20 1M6 7%611'/z — 10-10d 10-16d 6-10dx1'/z 850 1165 1390 1325 1585 1435 1715 28% U210 16 19/,6 7"/s 2 — 10-10d 10-16d 6-10dx1'h 1110 1215 1440 1375 1635 1485 1685 76% w LUC21OZ 18 19/16 73/ 1% — 10-10d 10-16d 6-10dx1'/z 1100 1185 1410 1345 1605 1455 1735 180% N HU210 14 19X,6 7Ys 2% — — 8-16d 4-10dx1'h 610 — 1190 — 1345 — 1445 225% HUS210 16 1%9 9 3 — — 30-16d 10-16d 3000 4255 -- 4445 4575 450% 17,F6,L17 N LUS28-2 18 3'h 7 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 Lowest LUS210-2 18 3'/s 9 2 — — 8-16d 6-16d 1745 — 1830 — 2090 — 2265 34% U210-2 16 3% 8'/2 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2285 2075 2465 88% s �Bp HUS210-2 14 3'/s 93/s 2 — — 8-16d 8-16d 3295 — 2125 _ 2420 = 2615 217% HU210-2/ 14 3'h 81Ys 21/2 Min — 14-16d 6-10d 1135 — 2085 2350 2530 441% HUC210-2 14 3'h 8"/s 2'h Max — 18-16d 10-10d 1895 — 2680 — 3020 — 3250 467% HHUS210-2 14 35/16 8'/e 3 — — 30-16d 10-1 6d 4000 — 5635 — 6380 — 6880 LUS28-3 18 4%9 6'/, 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 160 LUS210-3 18 41A 83/,6 2 — — 8-16d 6-16d 1745 — 1830 — 2090 — 2265 TPL U210-3 16 45/9 73/, 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2285 2075 2465 2x10 HU210-3/ 14 477/6 89/,6 2'/z Min — 14 i6d 6 10d 1135 2085 — 2350 — 2530 17,F6,L17 HUC210-3 14 4"/,s 69M6 2'h Max — 18-16d 10-10d 1895 — 2680 3020 3250 HHUS210-3 14 4"'/6 9 3 — — 30-16d 10-16d 4000 — 5635 — 6380 — 6880 HGUS210-3 12 4'':/=, 9Ys 4 — — 46-16d 16-16d 4095 — 9100 — 9100 — 9100 F23,160 74 See footnotes on page 76. CODES:See page 20 for Code Reference Key Chart. INSTALLATION 1 FOR PLATED TRUSS CONNECTORS MULTIPLE TRUSS HANGERS THJA26/LTHJA26 THJA26 rr� US Patent 5,253,465 Fasteners(Quantity&Size) • �► Model No. Carrying Carried Member Member Hip' Jack Carrying Member THJA26 (20)-.162x3'/2 (6)-.148x11/2 (4)-.148x11/2TJack- Installation LTHJA26 US Patent LTHJA26 (20)-.148x3 (7)-.148x1'/2 (4)-.148x1'/2US Patent 3/;Ty P. 1.For the LTHJA26,one.148x11/2 nail must be installed into the workin bottom of each hip through bottom of hanger seat. Pointw Hip-. nd Hip Typical THJA26 Installation (LTHJA26 Similar) MSCPT MSCPT2 '�" Ij{'I' Model Fasteners(Quantity&Size) (MSCPT2-2 No. Carrying Member Carried Member similar) MSCPT2 (26)-.162x31/- (18)-.148x11/2 = MSCPT2N (26)-.162x31/2 (14)-.148x11/2 MSCPT2-2 (30)-.162x31/2 (20)-.148x3 MSCPT2N Top View h MSCPT2 2N (30) .162x31/2 (14) .148x3 (MSCPT2-2N similar) 00 MSCPT2 Top View (MSCPT2-2 similar) Typical MSCPT2 Installation MTHM/MTHM-2 Model 2-Ply Fasteners(Quantity&Size) = rAB No Bettom Carrying Carried Member Chord Member --i/l.Hip Jack MTHM j 2x4 (22)-.162x31/2 (8)-.148x1%2 (4)-.148x1%z (MTHM-2 similar) MTHM 2x6 (34)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 Carrying Member 2x8 (42)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 2x4 (22)-.162x31/2 (16)-.148x11/2 (4)-.148x11/2 Carried ". C MTHM 2x6 (34).162x31/2 (16).148x11/2 (4).148x11/2 Members Hip-► Typical MTHM Installation 2x8 (42)-.162x31/2 (16)-.148x11/2 (4)-.148x11/2 Jack 2x4 (22)-.16201/2 (16)-.148x11/2 - D MTHM 2x6 (34)-.16201/2 (16)-.148x11/2 - 2x8 (42)-.16241/2 (16)-.14801/2 - E-F MTHM-2 2x4 (39)-.16201/2 (8)-.148x11/2 (4)-.148x1 1/2 2x6 (47)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 p H D G MTHM-2 2x8 (39)-.162x31/2 (16)-.148x11/2 (4)-.148x11/2 2x4 (47)-.162x31/2 (16)-.148x11/2 (4)-.148x11/2 H MTHM-2 2x6 (39)-.162x31/- (16)-.148x11/2 - 2x8 (47)-.162x31/2 (16)-.148x11/2 - E F G H �s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JIJ Application Number . . . . . 13-00003417 Date 10/28/13 Property Address . . . . . . 860 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264000 -- ------------------------------------------------------------------------- Application desc NEW HOME ------------------------------------ Owner Contractor -------------- ------------------------ BOB CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood-Zone-------------------ZONE-A------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. 00 Permit Fee . . . . 216 . 00 Plan Check Fee Issue Date Valuation . . . Expiration Date . . 4/26/14 ----------------------- - ---------------------------------- -------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 7��TTnT�7C 2�Qf ,N TS RIC CODE PERMIT IS2Agk%Vi�&(;RW [(7CORITANCE �VT�Al� (; � "F "'""��1ACF&& TNANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Ise 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 x INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003417 Date 10/28/13 ---------------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . _____ _ _ --------------------- ---------- Other Fees STATE PLBG DCA SURCHARGE 3 . 24 STATE PLBG DBPR SURCHARGE 3 . 24 Fee summary Charged Paid Credited Due _ ---------- ---- -- --------- ---------- - . 00 Permit Fee Total 216 . 00 216 . 00 00 . 00 Plan Check Total . 00 . 00 00 . 00 Other Fee Total 6 .48 6 .48 . 00 . 00 Grand Total 222 .48 222 . 48 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (9 04) 247-5845 JOB ADDRESS: G�VG G�15t Gv- �� PERMIT #13-3 ttl 17 JNEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub 3 Septic Tank&Pit Clothes Washer �— Shower Dishwasher _j Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet — Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Cather Fixtures Water Treating System —� RE-PIPE; TYPE OF FIXTURE QTY TYPE OF FIXTURE Qom' Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer 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 pl, ❑ 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 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 speci: 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 constructic Property Owners Name L 4DM e-S Phone Number Plumbing Company Nelson TiluYnbiOffice Ph eo2(�a'yFaxOa'3 73(� Co. Address: V i S City 0 n V 1 I Ig State FL Zip 3aas& License Holder(Print): O tt S n Sta e rti cation/Registration#C F-C C)Z_0_3_� otarize ignaturL s Nor Notary Public-state of Florida k2 2013 �4• worn and subscribed efore '�• � = My Comm.Expires Nov 16.2015 Commission#EE 137475 Signature of No Publi Through National Notary Assn. CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 II Application Number . . 13-00003417 Date 12/12/13 Property Address . . . . . . 860 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264000 ---------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BOB CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE A ---------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/10/14 ------------------------------------------------ Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. PERMIT IS20kF6[)vF LQRff)D1N WATk WAaAjjiA "7FAWESPr� HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEAC11 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003417 Date 12/12/13 -------------------------------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . ------------------------------- Other Fees . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH ` ( �C 800 Seminole Rd,Atlantic Beach,FL 32233 Q Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS' 86'0 ex'q /�Sc— �a�►t PERMIT# `� 7 JEA INFORMATION REQUIRED ON ALL PERMITS 200 AMPS Xcl VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead [Underground ❑T Underground up Pole ❑Residential(Main)Service [10-100 amps ❑101-150amps 11151-200amps C ,2rJo amps #of Meters ❑Commercial(Main)Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main)Service ❑0-100 amps ❑101-150amps 151-200amps r' amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can Li Safety Inspection ❑Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Electrical Company l\�� r �� (�— Office Phone t7/7/Q gf y Fax 21/7 if f? Co.Address: g /�� S City VfiF fi k Stater , Zip V 2P License Holder(Print): ,I CUc �w` r State Certification/Registration# � �ZS�3 Notarized Signature of License Holder A� Before me this day of 20 Signature of Notary Public 1, CITY OF ATLANTIC BEAL. y 800 SEMINOLE ROAD � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 13-00003417 Date 12/17/13 Application Number . 860 PARADISE LN Property Address . . . . . Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 264000 ----- -- ------------------------------------------------------------------- Application desc NEW HOME -------------- -- ---------------------------------------------------------- Owner Contractor ---------- -------------- ---------- BOB CHRIS LLC ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 -- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . ZONE A -- ----- ermit P ---- _ MECHANICAL HVAC PERMIT Additional desc Sub Contractor HWK MECHANICAL INC (BEEHIVE) . 00 Permit Fee 143 . 00 Plan Check Fee Valuation 0 Issue Date Expiration Date . . 6/15/14 ---------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necession is Ensure all meterleld boxes, sewertcleanoutseand, call 34 . valve covers Ensure Ens are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Control InspectWonkprior7to8start34) oofErosion and Sediment construction. Q I' PERMIT IS��VF&( IRLD'N "�o� � �F � AIF��j '�E� HE FLORIDA BUILDING CODES. l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003417 Date 12/17/13 ---------------------------------------------------------------------- Special Notes and Comments A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . ------------------------------------------------------ Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 15 STATE MECH DBPR SURCHARGE 2 . 15 ---------------------------------------------------- Fee summary Charged Paid Credited ----Due- - ----------------- ---------- ---------- ------ Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 30 4 . 30 . 00 . 00 Grand Total 147 . 30 147 . 30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 �J JOB ADDRESS: / Q <L �N� PERMIT# 1,3-3y1 PROJECT VALUE $ 4 900 ARI# �y� �9 REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 2' Tons Per Unit 3 3 Heat: Unit Quantity 2- BTU's Per Unit K W Seer Rating REQUIRED Duct Systems: Total CFM 2406 REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Quantity BTU's Per Unit Seer Rating Heat: Unit Q y REQUIRED Duct Systems: Total CFM FIRE PREVENTION Re uires 3 sets of plans) Fire Sprinkler System Quantity ( q (Requires 3 sets of plans) Fire Standpipe QuantityReuires 3 sets of plans) Underground Fire Main Value (Requires Re uires 3 sets of plans) Fire Hose Cabinets Quantity ( q (Requires 3 sets of plans) Commercial Hoods Quin' uires 3 sets of plans) Fire Suppression Systems Quantity (Requires FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Boilers BTU's Gas Piping Outlets Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: ix Permit becomes void if work does not commence be true and correct. s.I h ertify that I have read Allthin All provsix isions cions of laws and ordinances iod or work is dgo governing thior s for will be complied with whether specified or this application and know the same 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. �NQ� �(�� Phone Numb r Property Owners Name,,,// Wy j-7 ^— � Mechanical Company /�� ,171/C ��'� � —Office Phone 3,fD� Fax X(J� City State Zip 2"vI Co. Address: 7 License Holder(Print): !/�� G'"�/� to cation/Registration# Notarized Signature of License older KRISTINAT.WILSON Before me this day of D1'PNI[7e 20 3 Notary Public,Stats of Horde _ My Comm.Expires April 21,2016 Signature of Notary Public Commission No.EE 189668 ♦ )yuta J r 1. CITY OF ATLANTIC BEf fi 800 SEMINZ R J A` ATLANTIC BEACH,FL 32233 . INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003855 Date 12/19/13 Property Address . . . . . . 860 PARADISE LN Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------- Application desc gas range --------------------------------- Owner Contractor ------------------------ ---------- _______ BOB CHRIS LLC FLORIDA PROPANE PARTNERS 357 12TH ST GRIFFIS GA ATLANTIC BEACH FL 32233 461 TRESCA RD (904) 349-2803 JACKSONVILLE FL 32225 (904) 724-4343 ----------------------------- -----Permit . MECHANICAL GAS PIPE PERMIT Additional desc • Plan Check Fee . 00 Permit Fee . . . . 65 . 00 0 Issue Date Valuation Expiration Date . . 6/17/14 ____ Fees-- . - . - . - . - . - . - ees -------------------- -- - ----------- Other STATE MECH DCA SURCHARGE 2 • 00 STATE MECH DBPR SURCHARGE 2 . 00 _ ----- -----Fee summary--------Charged--------Paid Paid Credited Due ------------ ---------- ---------- ------ . -- - . 00 Permit Fee Total 65 . 00 65 . 00 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 69 . 00 69 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax (904)247-5845 C� PERMIT# JoB ADDRESS' `-� �.�sZ �c71 S.z— —✓� t� PROJECT VALUE S ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only 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 Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIRED Duct Systems: Total CFM Manual J documentation required on residential change out FIRE PREVENTION Fire Sprinkler System Qty (Requires 3 sets of(Requires 3 sets of plans)Standpipe Quantity 3 sets of plans) Underground Fire Main Value (Requires p ) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps erator Condenser BTU's #Vented Wall Furnaces RefriSol Collection Systems # Water Heaters Tanks(gallons) Wells OTHER: C,rn�,a •-� r Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number 3K -Z�ro 3 Mechanical Company 4 rtL4 Com✓ Ca Office Phone7Z`{`{3g9 Fax Co. Address: Y(el 7-eta;74&C04 L10," City State G.. Zip S ZZZ S' � License Holder(Print): it o State Certification/Registration# Notari edvigngure of "alder JENNIFER WALKER MY coMMISSION A FF 011480 Before me this _Clay of l �J�-- EXPIRES:April 24,2017 Bonded Thru Notary Publ c Underwr�Ters Signature of No Publ'