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1322 Ocean Blvd 2013 new home docs CITY OF ATLANTIC BEACH it 800 SEMINOLE ROAD -s, ATLANTIC BEACH,FL 32233 �Ar INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003549 Date 10/29/13 Property Address . . . . . . 1322 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 375900 ------------------------------------ Application desc NEW HOME ------------------------------------- Owner Contractor _ _ ------------------------ LINDLEY TOLBERT DESIGN BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONE ------ ------------------- -------------------------------- Permit SINGLE FAMILY DWELLING NEW Additional desc Permit Fee . . . . 1308 . 00 Plan Check Fee 654 . 00 Issue Date . . . . Valuation . . . . 375900 Expiration Date . . 4/27/14 ------------------------------------- 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be pplalced}�onCjiity}�Rhaigphtt-off-Wgay. �]�g PERMIT IS`Ali' '2IY� L'Y tlC'A�CAC��1TFli �'C'ITY '"'�A�TI BE (�HIN�ANCES A�D SHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH is J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 oil Page 2 Application Number 13-00003549 Date 10/29/13 ------------------------------------------- Special Notes and Comments Management . ) 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 BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 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 -------------------------- Other Fees . . STATE DCA SURCHARGE 19 . 62 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 19 . 62 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----- ---------- ---------- Permit Fee Total 1308 . 00 1308 . 00 . 00 . 00 Plan Check Total 654 . 00 654 . 00 . 00 . 00 Other Fee Total 239 . 24 239 . 24 . 00 . 00 Grand Total 2201 . 24 2201 . 24 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, Fl, 32233 FILE COPY Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1)'Id Permit Number: 13 35 — Legal Description Parcel # Valuation of Work $J7- v loor Area ot Sq.Ft. �O Proposed Work heated/cooledeated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition 0 Use of existing/proposed structure(s)(circle one): Commercial < Residentla T 8 If an existing structure,is a fire sprinkler system installed? (Circle one): es . No 2013 IeP� Florida Product Approval# gy For multiple products,use product approval form Describe in detail the type of work to be performed: &&0 '�_V_Am 6334te Property Owner Information: Name: Address: O ) t&ajq City State Zi Pho e E-Mail or Fax#(Optional) Contractor Information: Company Name.T' -rf�--w fwA-ya Q2uali i g A ent4: T"w Address: Ci State 4:7t— Zip 322W Office Phone Job Site/Contact Number Fax # State Certification/Registration Architect Name& Phone# Engineer's Name&Phone# Aft04qd_.tA 6race 0 Fee Simple Title Holder Name and Address Bonding Company Name and Address A) Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I cerliji,that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void ij'vvork is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any lime after work is commenced. I understand that separate permits must be secured for Electrical Work-, Plumbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. fherebvcerttfi h I/ read and examine /it's plication and know the same to be true and correct. All provisions of laws and ordinances governing this v that !Vv,,e h ec,70 herein or nVt. The granting of a permit does not presume to give y to violate or cancel the ),13e of work ivill be pliyff,\Vit e authorit )rovisions(*'any other de I.,s re i.ng construction or the performance of construction. signature of Owner \1� Signature of Contractor TintName T..1..�e Print Name ................-............... .......... ...................................................... 3wor id subs I d be pre me Swo 1 t and su cribe e nie ad de examine hi�',�ielhe' Xe" er ah s a, r c w a I 'le"Wa V Ictorz '4 his of —20 this nAD f 20 MARIA PIMIENTA R4APmtENTV otary c- ate ofFlorida Notary Public-state of Florida Notary lc N My Comm.Expires Jan 26,2015 • My Comm.Expires Jan 26,2015 sed(4010009#EE 59080 Commission#EE 59080 F V OPORP044PNOWNW 1W RIF a DO NOT WRITE BELOW - OFFICE USE ONLY App Ea_ e o es: FLORIDA B I D DE Review Result (circle one): (::Kpprove Disapproved Approved w/ Conditions Review Initials/Date: 4__AZ-22-?0 3 Development Size Habitable Space 37 5"9 S Non-Habitable Impervious area Miscellaneous Information Occupancy Group32 3 Type of Construction-V- 1 Number of Stories .� Zoning District k S - Max. Occupancy Load Fire Sprinklers Required Flood Zone 1114 Conditions/Comments: j § 2 O R \ /ca | | � { z t z \~ W>M§ .) §\§` } \§ [ � ( to to C— . § § » x i ` Q » CA 2k( �� «, \ �a T }( \ D CD } « § ;£ E °� _ o ] toto ;{R Mn 2 © . d @| /.- / 7// z �z §rn a _\ZL \■ 0 °°° \ I > m &< z •\■ \ \ z go . \ \ \ > 0 j \ ? E . � > to �' � ^ ; lE City of Atlantic Beach APPLICATION NUidi M Building Departrnent 7247-5M � � (io be assigned by the Departrne�) : .� AtNarrtic ,Fi 3223 a4r D Phone(904)247-6M : Fax(90429130 E-ma�'I: bL ing4ept@ooab•us Dale mused: City web-site: 1":1mww.c:oab.us APPLICATION REVIEW AND TRACKING FORM Property Address: JSZ 2 66,C&7) review ulred Yes N® Applicant: 0 Lt,%L Piar� B Zoni io �ints�abor Project NelA) Pubic w ublic Utt . es- u F=ire Services Review fee$__ Dept Signafuie '( Other Agency Review or Permit Required Review or Receipt Date of Permit i/etlfled 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 Dnrision of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ®Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE MIN. Second Review: ®Approved as revised. ®Denied. • KS Comments: PU C UTI 3 Reviewed by: Date: PUBLIC SAFETY FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: ReViewed by. Date: Revised WM4W City of Atlantic Beach APPLICATION Nt1MBER F Building Department (To be assigned by the DSD 00 8Seminole Road 3 ' Jct AtMantic Beach,Florida 322336W Phone(904)247-6 = Fax(904)24784`5 hate Hauled: /0 E-malC bu11din94ept@coab.us City web-site: No:/ANww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z Z Q Ctc&-7) �`�'�� Repartment review required Yes No Applicant O �c.i L )naming&Zon mir Project /Ve IJ W bac Ub __ a .. Fire Services Review fee Dept Signature Other Agency Review or Permit Required of Review Por Receipt Date er'nit Verified Florida Dept.of Envirorvnental 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 Pieviewing Department First Review: Bl proved. ®Denied. j (Circle one.) Comments: t—q i nd, Cal iparr. M �'�-j�"` e.�wy a,Soo BUILDING l?jc5�, one -Wee N O r�4.�re� Reviewed by: Date:to o TREE ADMIN. Second Review: oApproved as revised. ®Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Revsewed by: Date. FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 004M City of Atlantic Beach APPLICATION NUMBER LD assigned by the Building Departmed) Building Department i 800 Seminole Road Ja Atlantic Beach,Florida 32233.645 Phone(904)247-5626 Fax(904)247645 �Q E-mail: building-dept(�ab.us City website: Mpyt~.coab.us APPLICATION REVIEW AND TRACKING FORM Z Property Address- �a Z ` Q e-'C J6Al Department review required Yes No Applicant 0 5 /.c.I L Planning &Zoni Pp In r Project: �ir //O/� k6A blic W ubCic Uh . u Fire Services Review fee$ Dept Signaituie 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 Wafter 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. i (Circle one.) Comments:: y�/ BUILDING PLANNING&ZONING Reviewed by; Date: /d'o��/�� TREE ADMIN. Second Review: Approved as revised. E]DenVd. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised t}5/UM 1.�r.U`J N"A SSS CITY OF ATLANTIC BEACH i PUBLIC UTILITIES '-� 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 10/21/13 Project Address: 1322 Ocean Blvd. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s)_Existing_ Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer_Existin� Name: Bosco Building Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Replacement of existing house that Water System Development Charge $ was already on water& sewer. Sewer System Development Charge $ Water Meter Only $ No fees required. Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $-0— APPROVED: 0APPROVED: Donna Kaluzniak 10/21/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach A aw APPLICATION b► he B NUMBER Building Departnrnent `�C:�+r (To be assigned by the De�bnecs� ,5AtlSW Seminde Road JrJNG antic Beach.Florida 32233 WPhone(904)247-SM : Fax(904 -68 6 �� E-mail• bum .us .City web-site: hi(pJAv0rw.00ab.us APPLICATION REVIEW AND FORM Property Address: JSZ 2 Q Cg&7) /((a Department review re aired Yes No Applicant: D �c.i L Plaming&Zon nhrator Project /'h Q _PubIIcW bGc Ub . U Fire Services Review fee$ 'Dept Signature Review Other Agency Review or Permit Required °r Receipt Date of Pen'nit i/erlfied By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management Distrs'" Anny Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages x acco Other: LICATIONi STATUS Reviewing Department First Reviev ,_]Approved. nied. i (Circle one.) Comments BUILDING PLANNING&ZONING Reviewed by, Date: TREE ADMIN. Second Review: Approved as revised. ®Denied. PUBLIC WORKS Comments: i PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Da6e: FIRE SERVICES Third Review: ❑Approved asrevised. ❑Denied• Comments: Rei►iewed by: : Revised M4109 i D w Y no ° oma, -moo v .O oo CD rD o ti •� .� CD ro ° CD �� y o o CD a N o CD a CD-- �JA n N CD c o r ° _ ! rUQ CD I cn O a" sJ c 2 0 / m 7 0 \ q ƒ \ƒ / � E / \ / { f ® / n 2 » § & J = S c E » J E / m \ ® r J 7 z ® \ 7 § � 0 � 3 r § � \ -I q R � q k < � R , o � k � o _ 2 §. E 0 _ � CA n it / � J R E 4 | 2 3 M A 3 2 « « 7To 2CA » o § ƒ ° / § = \ ° ZoO q c 9 = p = E ƒ ƒ � 2 k . J 2 � � k § o ? q � ƒ 2 � r 7 _ K � n � � n # r R E # ■ a. : q a N — M z A N CD a o o O CD CD CDEl °Q t� � o°. �» a rs %t7 Q o ITI Com. Z CD o (D v� o ,> cr O 0) cnaa. c ° � A o W \ Cl" fD w I ao cu O o o w L p CD CD til � CD x ° CD ^* CD O � ., �. CD o opo a r. n � .0 o LT N � :; w 'Z3CD a Q — �4UQ C a N zr c1� N w v- � =° c w CD O K a c � . CD 4t a. A � a 0 CD c O (D A7 .» a o' ° w a cru a. a � � a n FILE C . ........... Sherrer/Ferrin Residence Atlantic Beach FL HVAC Load Calculations for Bosco Building Contractor, Inc 2158 Mayport Road Atlantic Beach, FL 32233 E I te oftvia re RHVACRESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd Jacksonville FI 32218 7573569 Thursday, October 03,2013 Rhvac is an ACCA approved Manual J and Manual D computer program. j Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. I _ - _ — 11 Rhvac_-Residential&Light Commercial HVAC Loads Elite Software Development,—In--c. Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Jacksonville,FL 32218 ___—___ –__ _ – _ _ Pa9e?_ Project Report_ - - — - -- General Project Information Project Title: Sherrer/Ferrin Residence Atlantic Beach FL Project Date: Thursday, October 03, 2013 Client Name: Bosco Building Contractor, Inc Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904-241-0320 Client Fax: 904-241-0326 Client E-Mail Address: Todd@Boscocustomhomes.com Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd Company City: Jacksonville FI 32218 Company Phone: 7573569 Company E-Mail Address: jimwilliams@homebuildingstore.com [Design Data — Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48 Check Figures------ -----_ — — -- — -- Total Building Supply CFM: 2,766 CFM Per Square ft.: 0.735 Square ft. of Room Area: 3,763 Square ft. Per Ton: 651 Volume(ft')of Cond. Space: 36,459 Building Loads —— ---- -- — � Total Heating Required Including Ventilation Air: 59,199 Btuh 59.199 MBH Total Sensible Gain: 60,801 Btuh 88 % Total Latent Gain: 8,550 Btuh 12 % Total Cooling Required Including Ventilation Air: 69,351 Btuh 5.78 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I I I Thursday, October 03, 2013,2:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Jacksonville,FL 32218 Pa e 3 Miscellaneous Report System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb_ Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 2 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference, Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 System 3 Bonus And Pool Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. :Outside Air Data Winter Summer Infiltration Specified: 0.262 AC/hr 0.262 AC/hr 159 CFM 159 CFM Infiltration Actual: 0.262 AC/hr 0.262 AC/hr Above Grade Volume: X 36,459 Cu.ft. X 36.459 Cu.ft. 9,537 Cu.ft./hr 9,537 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 159 CFM 159 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(65 CFM) Summer Infiltration Specified: 0.250 AC/hr(65 CFM) ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(66 CFM) Summer Infiltration Specified: 0.280 AC/hr(66 CFM) ---System 3--- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(29 CFM) Summer Infiltration Specified: 0.250 AC/hr(29 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No: Type Description - Location Ceiling - - Leakage Insulation Area MDD 1 Supply Main Attic 16B 0.09 6 413 No i Thursday, October 03, 2013, 2:18 PM Rhvac•Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Jacksonville,FL 32218 _ _ Page 4 Miscellaneous Report (cont'd) Attic — Dud Duct Surface From No. T; Description Location Ceiling Leakage Insulation Area _MDD 1 Return Main Attic 16B 0.15 6 153 No Dud Load Factor Scenarios for System 2 Attic Dud Dud Surface From No. Type Description Location Ceiling Leakac,Lee Insulation Area M D D] 1 Supply Main Attic 16B 0.09 6 417 No 1 Return Main Attic 16B 015 6 154 No Dud Load Factor Scenarios for System 3 __ Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area - MDD 1 Supply Main Attic 16B 0.09 6 186 No 1 Return Main Attic 16B 0.15 6 34 No I Thursday, October 03, 2013, 2:18 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Jacksonville FL 32218 _ Page 5 Load Preview Report Net Rec ft.' Sen Lat Net Sen Hts C s Sys Act Duct Scope Ton Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 5.78 6.76 557 3,763 60,801 8,550 69,351 59,199 1,197 2,766 2,766 System 1 2.26 2.57 5% 1,530 23,093 4,020 27.113 26,433 534 1,051 1,051 12x16 Duct Latent 911 911 Zone 1 1,530 23,093 3,109 26,202 26,433 534 1,051 1,051 1206 1-Foyer 182 2,000 265 2,265 3,637 74 91 91 1--6 2-Dining 210 2,172 320 2.492 4,363 88 99 99 1-6 3-Kitchen 357 6.777 686 7,463 6,114 124 308 308 3-6 4-Living 425 6,856 1203 8,059 4,867 98 312 312 3-5 5 Hal l 80 360 133 493 1,379 28 16 16 0 0' 6-Bath 1 66 179 66 245 689 14 8 8 1-4 7-Bedroom 1 210 4,749 436 5.185 5,384 109 216 216 24 System 2 2.18 2.57 602 1,545 23,111 3,056 26,167 19,075 386 1,051 1,051 1206 Duct Latent 913 913 Zone 1 1,545 23,111 2,143 25,254 19,075 386 1,051 1,051 1206 8-2nd Story Hall And Landing 120 1267 137 1,404 1,469 30 58 58 0--0' 9-Master Bedroom 248 6,078 531 6,609 4,443 90 277 277 3-5 10-Master Bath 195 2,271 331 2,602 2,934 59 103 103 1--6 11-Dressing 270 1,945 229 2,174 2,140 43 88 88 1-6 12-Bedroom 4 240 5,228 331 5,559 3,197 65 238 238 3-5 13-Bath 3 84 1,389 80 1,469 826 17 63 63 1-5 14-Bedroom 3 224 3,787 320 4,107 2,628 53 172 172 2--5 15-Laundry 104 828 108 936 988 20 38 38 1-4 16-Storage 60 318 76 394 450 9 14 14 0--0' System 3 1.34 1.62 424 688 14,598 1,473 16,071 13,691 277 664 664 1003 Duct Latent 337 337 Zone 1 688 14,598 1,136 15,734 13,691 277 664 664 1003 17-Pod Bath 88 2,192 159 2,351 4,876 99 100 100 1-6 18-Guest Bath 56 1,396 117 1,513 1,128 23 64 64 1-5 19-Galley 104 1,880 163 2,043 1,603 32 86 86 1-5 20-Guest Suite 440 9 129 697 9,826 6,084 123 415 415 4-6 i i Thursday, October 03, 2013, 2:18 PM Home Energy Services 9 Sherrer/Ferrin Residence Atlantic Beach FL I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Jacksonville,FL 32218 __ Page 6 Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Foyer 450 750 0 0.1 463.5 74 91 91 1-5 2-Dining 450 750 0 0.1 503.4 88 99 99 1-6 3-Kitchen 450 750 0 0.1 523.4 124 308 308 34 4-Living 450 750 0 01 529.5 98 312 312 34 5-Hall 450 750 0 0.1 0 28 16 16 0-0 6-Bath 1 450 750 0 0.1 93.4 14 8 8 1-4 7-Bedroom 1 450 750 0 0.1 550.2 109 216 216 2-5 Other Ducts in System 1 Supply Main Trunk 650 900 0 0.1 788 534 WWI 1,051 12x16 System 2 Supply Runouts Zone 1 8-2nd Story Hall And Landing 450 750 0 0.1 0 30 58 0-0 9-Master Bedroom 450 750 0 0.1 469.4 90 "277 277 3-5 10-Master Bath 450 750 0 0.1 526.2 592103 103 1-5 11-Dressing 450 750 0 0.1 450.6 43 f. 88 88 14 12-Bedroom 4 450 750 0 0.1 581.5 65 U7238 238 3-5 13-Bath 3 450 750 0 0.1 463.5 17 ff, 63 63 1--5 14-13edroom 3 450 750 0 0.1 631.8 53 ,172 172 2-5 15-Laundry 450 750 0 0.1 431.9 20 or 38 38 1-4 16-Sbrage 450 750 0 0.1 0 9 14 0-0 Other Ducts in System 2 Supply Main Trunk 650 900 0 0.1 788.6 386 1,051 12x16 System 3 Supply Runouts Zone 1 17-Pool Bath 450 750 0 0.1 508 99M 100 1-6 18-Guest Bath 450 750 0 0.1 466 23 64 1-5 19-Galley 450 750 0 0.1 627.3 32 86 1-0 20-Guest Suite 450 750 0 0.1 528.8 123 415 4-5 Other Ducts in System 3 Supply Main Trunk 650 900 0 0.1 735.7 277 .- 664 664 10x13 Summary System 1 Heating Flow: 534 Cooling Flow: 1051 System 2 Heating Flaw: 386 Cooling Flow: 1051 System 3 Heating Flow: 277 Cooling Flow: 664 I i I Thursday, October 03, 2013, 2:18 PM Rhvac-Residential b Light Commercial HVAC Loads - -- - Elite Software Development,Inc. Home Energy Services Sherrer/Femn Residence Atlantic Beach FL Jacksonville,FL 32218 Page 7 - -- ---- Total Building Summary Loads Component Area Sen Let Sen Total Description Quan Loss Gain Gain Gain 4A-4v-o: Glazing-Double pane low-e(e = 0.20 or less), 525.7 9,387 0 17,024 17,024 operable window, a=0.10 on surface 3, vinyl frame, u- value 0.47, SHGC 0.45 10D-f: Glazing-French door,double pane low-e glass(e = 241.1 3,206 0 6,179 6,179 0.10), insulated fiberglass frame, u-value 0.35, SHGC 0.35 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 4036.8 10,435 0 5,874 5,874 cavity, no board insulation, siding finish, wood studs 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 205 755 0 378 378 no board insulation, siding finish,wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 2145 2,607 0 3,708 3,708 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation 22A-ph-c: Floor-Slab on grade, No edge insulation, no 233 12,024 0 0 0 insulation below floor, carpet covering, passive, heavy moist soil 20P-19-c: Floor-Over open crawl space or garage, 636 1,209 0 446 446 Passive, R-19 blanket insulation,carpet covering Subtotals for structure: 39,623 0 33,609 33,609 People: _ 6 1,200 1,380 2,580 Equipment: 0 8,200 8,200 Lighting: 0 0 0 Ductwork: 12,937 2,162 13,508 15,669 Infiltration: Winter CFM: 159, Summer CFM: 159 6,639 5,188 3,321 8,509 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 783 783 Total Building Load Totals: 59,199 8,550 60,801 69,351 urea -777 Total Building Supply CFM: 2,766 CFM Per Square ft.: 0.735 Square ft. of Room Area: 3,763 Square ft. Per Ton: 651 Volume(ft')of Cond. Space: 36,459 Building Loads Total Heating Required Including Ventilation Air: 59,199 Btuh 59.199 MBH Total Sensible Gain: 60,801 Btuh 88 % Total Latent Gain: 8,550 Btuh 12 % Total Cooling Required Including Ventilation Air: 69,351 Btuh 5.78 Tons(Based On Sensible + Latent) Notesi' Rhvac is an ACCA approved Manual J ;a Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I i Thursday, October 03, 2013, 2:18 PM Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Rhvac-Residential ULight Commercial HVAC Loads Elite Software Development,Inc. Jacksonville,FL 32218 pale 8 Building Pie Chart Infiltration 11% Floor 22%, _Ductwork 22% Building o Roof 4%_ .n ._...: Loss .' 59,199 Btuh a Wall 19% Glass 21% Roof Floor%1 % ED Excursion 1% Infiltration 12% Wall 9%\ Building Ductwork 23% Gain - 69,351 Btuh Glass 33% Equipment 12% People 4% Thursday, October 03, 2013, 2:18 PM ment,Inc. i Home Energy Services Light Commercial HVAC Loads SherreN Ellin Residence evelAtlaop Beach FL Jacksonville,FL 32218 Page 9 System 7 Room Load Summary Htg Min Run Run Cig Clg Min A Room Area Sens Htg Dud Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM_ ---Zone 1--- 1 Foyer 182 3,637 74 1-6 464 2,000 265 91 91 2 Dining 210 4,363 88 1-6 503 2,172 320 99 99 3 Kitchen 357 6,114 124 3-6 523 6,777 686 308 308 4 Living 425 4,867 98 3-6 530 6,856 1,203 312 312 5 Hall 80 1,379 28 0-0 0 360 133 16 16 6 Bath 1 66 689 14 1-4 93 179 66 8 8 7 Bedroom 1 210 5,384 109 2-6 550 4,749 436 216 216 Duct Latent 911 System 1 total 1,530 26,433 534 23,093 4,020 1,051 1,051 System 1 Main Trunk Size: 12x16 in. Velocity: 788 ft./min Loss per 100 ft.: 0.093 in.wg Cooling System S Summary - —- - ----- - Cooling Sensible/Latent Sensible Latwt Total _ Tons Split _ Btuh _ Btuh Btuh Net Required: 2.26 85%/ 15% 23,093 4,020 27,113 Actual: 2.50 75%/25% 22,500 7,500 30,000 Equipment Data ------------- — Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC330A**50 25HBC330A**50 Indoor Model: CSPH*3612AL* Brand: COMFORT 13 PURON HP COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 29800 30000 Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh AHRI Reference No.: n/a 6477485 I 3 Thursday, October 03, 2013, 2:18 PM rRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. me Energy Services Sherrer/Ferrin Residence Atlantic Beach FL cksonville,FL 32218 _____ _„_—_ Page 10 System 2 Room Load Summer Htg Min Run Run Cig Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SFBtuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- _ -- — 8 2nd Story Hall 120 1,469 30 0-0 0 1,267 137 58 58 And Landing 9 Master Bedroom 248 4,443 90 3-6 469 6,078 531 277 277 10 Master Bath 195 2,934 59 1-6 526 2,271 331 103 103 11 Dressing 270 2,140 43 1-6 451 1,945 229 88 88 12 Bedroom 4 240 3,197 65 3-5 581 5,228 331 238 238 13 Bath 3 84 826 17 1-5 464 1,389 80 63 63 14 Bedroom 3 224 2,628 53 2-5 632 3,787 320 172 172 15 Laundry 104 988 20 1-4 432 828 108 38 38 16 Storage 60 450 9 0-0 0 318 76 14 14 Duct Latent 913 System 2 total 1,545 19,075 386 23,111 3,056 1,051 1,051 System 2 Main Trunk Size: 12x16 in. Velocity: 789 ft./min Loss per 100 ft.: 0.093 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh _ Btuh Net Required: 2.18 88%/ 12% 23,111 3,056 26,167 Actual: 2.50 75%/25% 22,500 7,500 30,000 Equipment Data _ _ -- ---_-------- Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC330A"50 25HBC330A"50 Indoor Model: CSPH'3612AL' Brand: COMFORT 13 PURON HP COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 29800 30000 Sensible Capacity: n/a 22,500 Btuh Latent Capacity: n/a 7,500 Btuh AHRI Reference No.: n/a 6477485 Thursday, October 03, 2013, 2:18 PM Rhvac•Residential&Light Commercial HVAC Loads Elite Software Development,Inc Home Energy Services Sherrer/Ferrin Residence Atlantic Beach FL Jacksonville,FL 32218 _ ____ Page 11 System 3 Room Load Summary Htg Min Run Run Cig Clg Min Ad Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 17 Pool Bath 88 4,876 99 1-6 508 2,192 159 100 100 18 Guest Bath 56 1,128 23 1-5 466 1,396 117 64 64 19 Galley 104 1,603 32 1-5 627 1,880 163 86 86 20 Guest Suite 440 6,084 123 4-6 529 9,129 697 415 415 Duct Latent 337 System 3 total 688 13,691 277 14,598 1,473 664 664 System 3 Main Trunk Size: 10x13 in. Velocity: 736 ft./min Loss per 100 ft.: 0.104 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Tota Tons Split Btuh Btuh Btuh Net Required: 1.34 91%/9% 14,598 1,473 16,071 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data ____ --- --- -----� Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 38ORR018---3 38QRR018---3 Indoor Model: CAP**2414AL* Brand: PERFORMANCE 13 PURON HP PERFORMANCE 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.8 HSPF 13 SEER Sound: Capacity: 18000 18000 Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 6447091 14 I i i i i Thursday, October 03, 2013, 2:18 PM FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Sherrer-Ferret Residence Atlantic Beam FL Builder Name Bosco Building C Street TBD Permit Office Duval ; City. State. L Atlantic Beach . FL Permit NumberFILE COP Owner p Jurisdiction 261100 y Design Location FL, Jacksonville 1 New construction or existing New(From Plans) 9 Wan Types(5008 5 sgft) Insulation Area 2 Single family or multiple family Single-family a Frame Wood, Exterior R=19.0 4803 50 ft' b Frame Wood Adjacent R■11 0 205 00 It- 3 Number of units if multiple family 1 c NIA R= ft 4 Number of Bedrooms 5 d N/A R- ft: 5 Is tl>is a worst case? 10 Ceiing Types (2290.0 sgft.) Insulation Area a Under Attic (Vented) R-30.0 2290 00 ft' 6 Conditioned floor area above grade(ft') 3759 b N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= fF 11 Ducts R fN 7 Wtndows(766 8 sgft.) Description Area a Sup Attic, Ret Main,AH Attic 6 135 a U-Factor Dbl, U=0 45 766.75 ft; SHGC. SHGC=0 40 b U-Factor. NIA ftr 12 Coo4ng systems k8tufir Efficiency SHGC a Central Unit 78 0 SEER 13 00 c U-Factor N/A ft' SHGC 13 Heating systems kBtu/hi Efficiency d U-Factor. NIA ft' a Electric Heat Pump 78.0 HSPF:7.70 SHGC Area Weighted Average Overhang Depth 2.774 ft Area Weighted Average SHGC 0.400 14 Hot water systems a Natural Gas Tankless Cap. 1 gallons 8 Floor Types (2290.0 sgft.) Insulation Area EF 0.590 a Slab-On-Grade Edge Insulation R=0.0 1616.00 ft' b Conservation featwes b Floor over Garage R=19.0 534.00 ft' None c other (see details) R- 140.00 ft' 15 Credits Pstat Glass/Floor Area. 0.204 Total Proposed Modified Loads 73.25 PASS Total Standard Reference Loads 91 11 I hereby certify that the plans and specifications covered by Review of the plans and Ol T STq�� this calculation are in compliance with the Florida Energy specifications covered by this _ Code calculation indicates compliance L1AMS with the Florida Energy Code ''. - `„ O PREPARED BY Before construction is completed a t>ax yC C DATE !` / /' this building will be inspected for V t: �. compliance with Section 553 908 1 hereby certify that this building as designed, is in compliance Florida Statutes with the Florida Energy Code COU N'E OWNER/AGENT BUILDING OFFICIAL 117 DATA DATE Compliance requires completion of a Florida Air Framer and Insulation Inspection Checklist 10/3/2013 2'18 PM EneigyGauge(k USA - FlaRe-s2010 Section 406 4 1 Compliant Software Pape 1 of 7 PROJECT Title: Sherrer-Ferrin Residence Atla Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3759 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Bosco Building Contractor, In Rotate Angle: 0 Street: TBD Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach , Family Type: Single-family FL , New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 3759 37590 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 'Main 3759 37590 Yes 6 5 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 Main 192 ft 0 1616 ft' ___- 0.3 0 0.7 2 Floor over Garage Main ____ ____ 534 ft' 19 0.1 0 0.9 3 Raised Floor Main ____ ____ 140 ft' 19 0.3 0 0.7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 2561 ft' 0 ft' Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2290 ft' N N 10/3/2013 2 18 PM EnergyGaugeO USA- FlaRes2010 Section 405 4 1 Compliant Software Page 2 of 7 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2290 ft' 0.11 Wood WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Below Y # Ornt To Wall Type __ R-Value Ft to ft !n Area R_Value -Fsaciion Absor-_rade _ 1 E Exterior Frame-Wood Main 19 11 0 10 0 110.0 ft' 0 0.23 0.8 0 _ 2 S Exterior Frame-Wood Main 19 13 0 10 0 130.0 ft' 0 0.8 0 _ 3 E Exterior Frame-Wood Main 19 13 0 10 0 130.0 ft' 0 08 0 _ 4 S Exterior Frame-Wood Main 19 14 0 10 0 140.0 ft' 0 0.8 0 _ 5 W Exterior Frame-Wood Main 19 2 0 10 0 20.0 ft' 0 0.8 0 _ 6 S Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 _ 7 W Exterior Frame-Wood Main 19 24 0 10 0 240.0 ft' 0 0.8 0 _ 8 N Exterior Frame-Wood Main 19 5 0 10 0 50.0 ft' 0 0.8 0 _ 9 W Exterior Frame-Wood Main 19 13 0 10 0 130.0 ft' 0 0.8 0 _10 N Exterior Frame-Wood Main 19 23.5 0 10 0 235.0 ft' 0 0.8 0 _11 W Exterior Frame-Wood Main 19 2 0 10 0 20.0 ft' 0 0.8 0 _12 N Exterior Frame-Wood Main 19 8 0 10 0 80.0 ft' 0 0.8 0 _13 E Exterior Frame-Wood Main 19 2 0 10 0 20.0 ft' 0 0.8 0 _14 N Exterior Frame-Wood Main 19 6 0 10 0 60.0 ft' 0 0.8 0 _15 N Exterior Frame-Wood Main 19 14 0 10 0 140.0 ft' 0 0.8 0 _16 E Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 _17 S Exterior Frame-Wood Main 19 10.5 0 10 0 105.0 ft' 0 0.8 0 _18 N Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 _19 W Exterior Frame-Wood Main 19 2 0 9 0 18.0 ft' 0 0.8 0 20 E Exterior Frame-Wood Main 19 2 0 9 0 18.0 ft' 0 0.8 0 21 N Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft' 0 0.8 0 _22 E Exterior Frame-Wood Main 19 18.5 0 9 0 166.5 ft' 0 0.8 0 _23 S Exterior Frame-Wood Main 19 11 0 9 0 99.0 ft' 0 0.8 0 _24 E Exterior Frame-Wood Main 19 16 0 9 0 144.0 ft' 0 0.8 0 _25 S Exterior Frame-Wood Main 19 13 0 9 0 117.0 ft' 0 0.8 0 26 E Exterior Frame-Wood Main 19 3 0 9 0 27.0 ft' 0 0.8 0 _27 S Exterior Frame-Wood Main 19 14 0 9 0 126.0 ft' 0 0.8 0 28 W Exterior Frame-Wood Main 19 3 0 9 0 27.0 ft' 0 0.8 0 _29 S Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 _30 W Exterior Frame-Wood Main 19 14 0 9 0 126.0 ft' 0 0.8 0 _31 W Exterior Frame-Wood Main 19 7 0 9 0 63.0 ft' 0 0.8 0 _32 W Exterior Frame-Wood Main 19 13 0 9 0 117.0 ft' 0 0.8 0 33 N Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 34 N Exterior Frame-Wood Main 19 8.5 0 10 0 85.0 ft' 0 0.8 0 _35 N Exterior Frame-Wood Main 19 6 0 10 0 60.0 ft' 0 0.8 0 36 N Exterior Frame-Wood Main 19 12 0 10 0 120.0 ft' 0 0.8 0 _37 E Exterior Frame-Wood Main 19 8.5 0 10 0 85.0 ft' 0 0.8 0 38 S Garage Frame-Wood Main 11 12 0 10 0 120.0 ft' 0 0.8 0 39 W Garage Frame-Wood Main 11 8.5 0 10 0 85.0 ft' 0 0.8 0 10/3/2013 2:18 PM EnergyGaugeF)USA-FlaRes2010 Section 405 4 1 Compliant Software Page 3 of 7 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below �C_# ant In___ -_-Wall T)e Space RYatue _ Fl In Ft In Area R--A/alue Fraction Absnr_ -Grade% 40 W Exterior Frame-Wood Main 19 8 0 10 0 80.0 ft' 0 0.8 0 41 N Exterior Frame-Wood Main 19 7 0 10 0 70.0 ft' 0 0.8 0 42 N Exterior Frame-Wood Main 19 13 0 10 0 130.0 ft' 0 0.8 0 43 E Exterior Frame-Wood Main 19 8 0 10 0 80.0 ft' 0 0.8 0 44 E Exterior Frame-Wood Main 19 22 0 10 0 220.0 ft' 0 0.8 0 45 S Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft' 0 0.8 0 46 W Exterior Frame-Wood Main 19 22 0 10 0 220.0 ft' 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 None Low-E Double Yes 0.45 0.4 18.0 ft' 7 ft 0 in 1 ft 0 in None None 2 S 2 None Low-E Double Yes 0.45 0.4 40.0 ft' 7 ft 0 in 1 ft 0 in None None 3 E 3 None Low-E Double Yes 0.45 0.4 18.0 W 20 It 0 in 1 It 0 in None None 4 S 4 None Low-E Double Yes 0.45 0.4 36.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 6 None Low-E Double Yes 0.45 0.4 21.0 W 1 ft 0 in 1 It 0 in None None 6 W 7 None Low-E Double Yes 0.45 0.4 34.5 ft' 1 It 0 in 1 ft 0 in None None 7 W 9 None Low-E Double Yes 0.45 0.4 48.0 ft' 4.5 It 0 in 1 ft 0 in None None 8 E 16 None Low-E Double Yes 0.45 0.4 27.6 ft' 1 ft 0 in 1 ft 0 in None None 9 3 17 None Low-E Double Yes 0.45 0.4 21.6 ft' 17 ft 0 in 1 ft 0 in None None 10 N 18 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 It 0 in None None 11 N 21 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 ft 0 in None None 12 E 22 None Low-E Double Yes 0.45 0.4 30.0 W 1 ft 0 in 1 ft 0 in None None 13 S 23 None Low-E Double Yes 0.45 0.4 21.0 ft' 1 ft 0 in 1 ft 0 in None None 14 E 24 None Low-E Double Yes 0.45 0.4 23.0 W 7 ft 0 in 1 ft 0 in None None 15 S 25 None Low-E Double Yes 0.45 0.4 18.8 ft' 1 ft 0 in 1 ft 0 in None None 16 S 27 None low-E Double Yes 0.45 0.4 30.0 W 1 ft 0 in 5 ft 0 in None None 17 S 29 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 ft 0 in None None 18 W 30 None Low-E Double Yes 0.45 0.4 30.0 W 1 ft 0 in 1 ft 0 in None None 19 W 31 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 It 0 in 1 ft 0 in None None 20 W 32 None Low-E Double Yes 0.45 0.4 13.8 ft' 1 ft 0 in 1 ft0 in None None 21 N 33 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 22 N 34 None Low-E Double Yes 0.45 0.4 15.0 W 1 It 0 in 1 ft 0 in None None 23 N 36 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 12 It 0 in None None 24 E 37 None Low-E Double Yes 0.45 0.4 21.6 ft' 1 it 0 in 12 ft 0 in None None 25 W 40 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft0 in None None _ 26 N 42 None low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None -r- 27 E 43 None Low-E Double Yes 0.45 0.4 15.0 W 1 ft 0 in 1 ft 0 in None None 28 E 44 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 29 E 44 None Low-E Double Yes 0.45 04 35.0 ft' 1 It 0 in 1 It 0 in None None 30 S 45 None Low-E Double Yes 0.45 0.4 35.0 ft' 1 ft 0 in 1 ft 0 in None None 31 W 46 None Low-E Double Yes 0.45 0.4 18.9 W 2 ft 0 in 1 ft 0 in None None 32 W 46 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 It 0 in None None 10/3/2013 2 18 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 4 of 7 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 534.8 ft' Oft' 64 ft 8 f 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2957.9 162.38 305.39 0.2843 4.7214 HEATING SYSTEM _ # System Type Subtype Efficiency _ Capacity Block Ducts 1 A Electric Heat Pump None HSPF:7.7 30 kBtu/hr 1 sys#1 1 B Electric Heat Pump None HSPF:7.7 30 kBtu/hr 1 Sys#1 1 C Electric Heat Pump None HSPF:7.7 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type _ Subtype Efficiency Capacity Air Flow SHR Block Duds 1 A Central Unit None SEER: 13 30 kBtu/hr 900 cfm 075 1 sys#1 1 B Central Unit None SEER: 13 30 kBtu/hr 900 cfm 0 75 1 sys#1 1 C Central Unit None SEER: 13 18 kBtu/hr 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None — - W DUCTS -Supply- -Return---- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CIT U125 OUT ON RLF Heat Cool 1 A Attic 6 308 ft' Main 77 ft' Default Leakage Attic cfm (Default) 1 1 1 B Attic 6 308 ft' Main 77 ft' Default Leakage Attic cfm (Default) 1 1 1 C Attic 6 135 ft' Main 33 ft' Default Leakage Attic cfm (Default) 1 1 10/3/2013 2:18 PM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 7 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling ]Jan [[ ]]Feb [[ ]]Mar Apr ]Ma (X]Jun n Jul X AugX]Sep [ Oct [ ]Nov Dec Heating [X]Jan (X)Feb [X]Mar f Apr f ]May [ ]Jun Jul Au [ ]Sep [ ]Oct [X]Nov Dec Venting [ ]Jan [[ ]]Feb [[XXJJ Mar [X]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 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/3/2013 2 18 PM EnergyGauge(�)USA-FlaRes2010 Section 405 4 1 Compliant Software Page 6 of 7 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: TBD PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) i CHECK Air leakage 402.4 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 403.2.2 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. Fooling/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. 10/3/2013 2 18 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 7 of 7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. TBD, Atlantic Beach, FL, 1 New construction or existing New(From Plans) 9. Wall Types Insulation Area 2 Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 4803.50 ft' b.Frame-Wood,Adjacent R=11.0 205.00 ft' 1 Number of units,if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 5 d. N/A R= ft' 10 Ceiling Types Insulation Area 5. Is this a worst case? No a Under Attic(Vented) R=30.0 2290.00 ft' 6. Conditioned floor area(ft') 3 b.N/A R= ft' 759 c.N/A R= ft' 7 Windows" Description Area 11. Ducts R ft' a. U-Factor: Dbl,U=0.45 766.75 ft' a. Sup:Attic,Ret: Main,AH:Attic 6 135 SHGC: SHGC=0.40 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 78.0 SEER:13.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 78.0 HSPF:7.70 Area Weighted Average Overhang Depth: 2.774 ft. Area Weighted Average SHGC: 0.400 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1616.00 ft' a Natural Gas EF:0.59 b.Floor over Garage R=19.0 534.00 ft' b. Conservation features c.other(see details) R= 140.00 ft' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -t"E SZ4�, Construction through the above energy saving features which will be installed(or exceeded) _ � Fo in this home before final inspection. Otherwise, a new EPL Display Card will be completed � ,,,,''-' based on installed Code compliant features. � —�r Builder Signature: Date: �yf� Address of New Home: City/FL Zip: OD'Ki- '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. Sherrer-Ferrin Residence Atlantic Beach FL Builder Name Bosco Building Contractor, Inc Street: TBD Permit Office Duval City,State,Zip Atlantic Beach ,FL , Permit Number Owner. 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-permeable 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 piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier 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 to subfloor or drywall. Fireplace I Fireplace walls include an air barrier. EnergyGaugeO USA-FlaRes2010 Section 405 4 1 Compliant Software B ISSIOM# I JOB# evt BOSCO 1 No exceptions 11 4R Inf Site Information 0 2 �iioons Noted d 5 Onolyrmabon 1322 Ocean Blvd, Duval 113 Revise P.Resubmit PA%10W*d ady br pen«W oorrtaniar"wfth tM prood reprlrwrrerra M .tea r Ccn^itract Doamante end fo carutency wilA to protect d-F--M T. rvnsw does not rotaro tno Conaertor Iran rwpwaawy,b error at ortun cra:r. Structural_Engineer_of Record dasipns rx wtdch the oonceaa y responsk"fm . kwift wen al hq d Nn(.al7ad Doa:menm,end r.:r Cie safe and pprMUVKlicn of This review dose rat confider Ze mw*A,r Geoffrey Wayne Gartner op,eret;�m of r., ,-r a eedpy, 1°`n"or pr ogwim I. PE No.59328 e�,r �� PEX Det.. D 1(Q CQNSUi71NG,INC. Checked By maw_ Signature: y WIND LOADING (Cd=1.6) ROOF LO DING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program:ITW VIEW v11.01.00 This Package inicudes 75 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 Sherrer-FerrinRes F01 0/15/2013 29 Sherrer-FerrinRes9 E01 0/15/2013 57 Sherrer-FerrinRes T03 0/15/2013 2 SherrerFerrinRes F02 0/15/2013 30 Sherrer-FerrinRes GE01A 0/15/2013 58 Sherrer-FerrinRes T04 0/15/2013 3 Sherrer-FerrinRes F03 0/15/2013 31 Sherrer-FerrinRes GE02 0/15/2013 59 Sherrer-FerrinRes T05 0/15/2013 4 Sherrer-FerrinRes F04 0/15/2013 32 Sherrer-FerrinRes GE03 0/15/2013 60 Sherrer-FerrinRes T06 0/15/2013 5 Sherrer-FerrinRes F05 0/15/2013 33 Sherrer-FerrinRes HJ01 0/15/2013 61 Sherrer-FerrinRes T07 0/15/2013 6 Sherrer-FerrinRes F06 0/15/2013 34 Sherrer-FerrinRes HJ01A 0/15/2013 62 Sherrer-FerrinRes T08 0/15/2013 7 Sherrer-FerrinRes F07 0/15/2013 35 Sherrer-FerrinRes HJ01B 0/15/2013 63 Sherrer-FerrinRes T09 0/15/2013 8 Sherrer-FerrinRes F08 0/15/2013 36 Sherrer-FerrinRes HJ01T 0/15/2013 64 Sherrer-FerrinRes T10 0/15/2013 9 Sherrer-FerrinRes F09 0/15/2013 37 Sherrer-FerrinRes HJ02 0/15/2013 65 Sherrer-FerrinRes T11 0/15/2013 10 Sherrer-FerrinRes F10 0/15/2013 38 Sherrer-FerrinRes HJ04 0/15/2013 66 Sherrer-FerrinRes T12 0/15/2013 11 Sherrer-FerrinRes F11 0/15/2013 39 Sherrer-FerrinRes 101 0/15/2013 67 Sherrer-FerrinRes T13 0/15/2013 12 Sherrer-FerrinRes F12 0/15/2013 40 r Sherrer-FerrinRes J01A 0/15/2013 68 Sherrer-FerrinRes T14 0/15/2013 13 Sherrer-FerrinRes F13 0/15/2013 41 Sherrer-FerrinRes J01B 0/15/2013 69 Sherrer-FerrinRes T15 0/15/2013 14 Sherrer-FerrinRes F14 0/15/2013 42 Sherrer-FerrinRes J02 0/15/2013 70 Sherrer-FerrinRes T16 0/15/2013 15 Sherrer-FerrinRes F15 0/15/2013 43 Sherrer-FerrinRes J02A 0/15/2013 71 Sherrer-FerrinRes T17 0/15/2013 16 Sherrer-FerrinRes F16 0/15/2013 44 Sherrer-FerrinRes J02B 0/15/2013 72 Sherrer-FerrinRes T18 0/15/2013 17 Sherrer-FerrinRes F17 0/15/2013 45 Sherrer-FerrinRes J02T 0/15/2013 73 Sherrer-FerrinRes T19 0/15/2013 18 Sherrer-FerrinRes F18 0/15/2013 46 Sherrer-FerrinRes J03 0/15/2013 19 Sherrer-FerrinRes F19 0/15/2013 47 Sherrer-FerrinRes J03T 0/15/2013 20 Sherrer-FerrinRes FG1 0/15/2013 48 Sherrer-FerrinRes J05 0/15/2013 21 Sherrer-FerrinRes FGE1 0/15/2013 49 Sherrer-FerrinRes J06 0/15/2013 22 Sherrer-FerrinRes FGE2 0/15/2013 50 Sherrer-FerrinRes J10 0/15/2013 23 Sherrer-FerrinRes FGE3 0/15/2013 51 Sherrer-FerrinRes J11 0/15/2013 24 Sherrer-FerrinRes FGE4 0/15/2013 52 Sherrer-FerrinRes J12 0/15/2013 25 Sherrer-FerrinRes FGE5 0/15/2013 53 Sherrer-FerrinRes T01 0/15/2013 26 Sherrer-FerrinRes FGE6 0/15/2013 54 Sherrer-FerrinRes T01A 0/15/2013 27 Sherrer-Fe FGE7 0/15/2013 55 Sherrer-FerrinRes T02 0/15/2012: ,`j11111(//��,, 28 Sherrer-FerrinRes FGE8 0/15/2013 56 Sherrer-FerrinRes T02A 0/15/2013 �%%% �( P Apex Technology �� ••�' ENs��°"" Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. + �. N O 8 544 ••'� Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,Fl-32224 ~ * •• (904)821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely TATE ` for the Truss Design Drawings listed above and attached. The suitability and use of each drawing C�� for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance ♦♦j♦SS�F� ��.\v` % with Rule 61G15-23.002(2)and 61G15 31.003 of the Florida Board of Professional Engineers - - JEFFREY P.ARNESON P E. 58544 BEARING INFORMATION Job#SHERRER-FERRINRES CITY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 78.08 54.00 28 05'00"00 J03 EJACK 6.00/12 Pitch 1 -Ply 1 166.25 42.00 2 71.89 0.00 3 128.39 111.00 10 05'00"00 J03T EJACK 6.00/12 Pitch 1 -Ply 1 166.25 42.00 2 47.08 4.00 3 134.23 104.00 4 03'00"00 J05 JACK 6.00/12 Pitch 1 -Ply 1 98.95 23.00 2 42.85 0.00 3 81.54 72.00 4 05'00"00 J06 EJACK 6.00/12 Pitch 1 -Ply 1 164.90 42.00 2 72.04 0.00 3 131.33 114.00 8 01'00"00 110 JACK 6.00/12 Pitch 1 -Ply 1 92.67 14.00 2 -52.79 36.00 3 25.78 19.00 8 03'00"00 J11 JACK 6.00/12 Pitch 1 -Ply 1 125.50 10.00 2 32.30 2.00 3 55.94 44.00 6 05'00"00 J12 EJACK 6.00/12 Pitch 1 -Ply 1 188.48 3.00 2 61.53 0.00 3 106.95 48.00 1 19'09"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 1214.23 629.00 2 1214.23 629.00 1 19'09"00 T01A HIPS 6.00/12 Pitch 1 -Ply 1 1258.72 622.00 2 1231.88 623.00 7 19'09"00 T02 COMN 6.00/12 Pitch 1 -Ply 1 648.32 314.00 2 648.32 314.00 1 19'09"00 T02A COMN 6.00/12 Pitch 1 -Ply 1 648.32 314.00 2 648.32 314.00 1 32'07"07 T03 SPEC 6.00/12 Pitch 1 -Ply 1 2212.26 1089.00 2 2202.88 1084.00 1 32'07"07 T04 SPEC 6.00/12 Pitch 1 -Ply 1 1070.78 310.00 2 1070.79 310.00 2 32'07"07 T05 COMN 6.00/12 Pitch 1 -Ply 1 1070.77 227.00 2 1070.78 227.00 2 32'07"07 T06 SPEC 6.00/12 Pitch 2-Ply 1 2633.52 1008.00 2 5205.52 1733.00 6 21'02"08 T07 SPEC 6.00112 Pitch 1 -Ply 1 698.28 133.00 2 694.09 182.00 4 32'05"07 T08 SPEC 6.00/12 Pitch 1 -Ply 1 789.71 244.00 2 1230.88 362.00 3 187.64 55.00 1 32'05"07 T09 SPEC 6.00/12 Pitch 1 -Ply 1 758.10 367.00 2 1368.94 705.00 3 150.10 77.00 1 32'05"07 T10 SPEC 6.00/12 Pitch 1 -Ply 1 731.00 354.00 2 1493.53 758.00 3 -242.49 133.00 1 15'00"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 494.70 233.00 2 494.70 233.00 Page 2 of 4 Job#SHERRER-FERRINRES BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 07'09"15 F16 SY42 0.00/12 Pitch 1 -Ply 1 418.04 0.00 2 418.04 0.00 4 07'09"15 F17 SY42 0.00/12 Pitch 1 -Ply 1 418.04 0.00 2 418.04 0.00 1 19'09"00 F18 SY42 0.00/12 Pitch 1 -Ply 1 1073.75 0.00 2 1073.75 0.00 11 04'06"04 F19 SY42 0.00/12 Pitch 1 -Ply 1 250.29 0.00 2 234.78 0.00 1 19'09"00 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 2147.50 0.00 1 14'11"12 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 1622.67 0.00 1 15'05"04 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.71 0.00 2 1603.96 0.00 3 -4.59 0.00 1 13'06"12 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 1466.87 0.00 1 14'00"00 FGE5 SY42GABL 0.00/12 Pitch 1 -Ply 1 1515.00 0.00 1 16'0700 FGE6 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.73 0.00 2 1725.50 0.00 1 1010"08 FGE7 SY42GABL 0.00/12 Pitch 1 -Ply 1 1112.78 0.00 2 58.49 0.00 2 04'06"04 FGE8 SY42GABL 0.00/12 Pitch 1 -Ply 1 472.57 0.00 Total of Trusses 253 Maximun Height 09'07"00 Page 4 of 4 _� mX z� 9' 8" - 12' 0"T 1 �o n D O D z0 O D 0< z D r o Fp _-I r m 11 Z' z 3 N m -i DT Z C7 C / 11 1 n O=1o c O C 2 N ,C,^^ CO _ cn !/!^^ ND VJ Vl (q I 11 C/) m IM m� < r W O l J O C Jl r o Oo J� .� - -D -'I V X Z - --I I � - * 1 O om r 5 !0 N z mP m m z z Z i= Dcnm v N o 00 � � �. v D ,< z mpn X� O mT0D DX D Dx RAID m N z r cn ms p n0 � w —Iz w mz 0o O mo m0 z0 °� -� cnx � X mN X mN o- m mOw r) p � N p � �0 C 00 D o D O mZ m0 G) r rn Or T � rn D D m 0m m O - r ? 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C <O Cn Z N Cn 0 a O� C� Z N C O0 Z 0 Z 2 A Az C y0 NC m om m� �m L A ,n oD r O mo O Xz a a 0 m 0 m m�z', C 0 o tiCn Q Cn � —� = D; m; � O O D (7) 17-- D D O ^' m4 D O � �/gym U) Off" -n cn D m 0 m D N N 0 O • Z m z m • n z O z cn �D S m mm X < U) 0 > > co —{ °_ �o > m mom z � G-) � m b Cl)00 > M > Z rZ � z C) ?' 0 �Cl) m C) Cf) x ^' c z( D v) 0 W rn cr, o� z O m n c D m -+ m zo 00 = Co o7 D�7 00 � () (A 2 m 00O Cn C-) D — _ 'om yn0 ZC = G) � D � O �o rte - 0 C) p Z ZZ r � U mmc D z G) O goo � � � m � 0 rr � W =m m0 D mD > m 00m rn m Z7 n (7 °� C) 70 mm = Cl)cc 7— m m Z of OD � �] � m m y m_ <° Oz � � cn m m X N 0o W -Dmm > m m c M2 cr m> m0 mmm mU) C/)_ 0 T y oo p C) D Z 00 0o ZpDp K - Q o D ` n CD7 O Z O D Do < > Ozo Om = -gym ,� � � zG) � zooms = 0 m z --� 0 m -n � m0 � � O � p m — °� ZcDj) = � Z m � m Z7 � O W m m cn -+ z c m z 0� ,-Z�jZ - D D� (7 � =Z z N � � � QD c O O z° � _ CLT cn 0DD (no 0 m Z Z C7 n� r r- Z -P, G� p C: �; U) C2 D m (n CO z o Z C-) c 'n r C� D -< �m 0p yFnCn O O = r O Z rr- Z0 D -n m C �� D � � m � � � n � -i O r m� G) OZ mmD � m = = O O O Ln 0 o mDz � � OC _ mN � m �� D m = � � O m = D cm � Din = r (n F: C) C O m° Dcrn mx cna � Op � om cn � CDD =T m r 0 r 0w C) r C) c m m <> cn 00 mD m p m < :p Q C) DOD M < m y 0zn � mm �7 0 r V1 00 co � = Z G/1 z � Cf) m O0 G� z O ' UD —� �: D 0 O r n = � � -I -I = OZn O 0O = 0 � D O C) O G� 0 0 0 • '..'..' _ D > c D c c� C/) m Q Sherrer-FerrinRes Ply:2 SEAN:9258/T29/FLOO Custom Qty: 1 FROM. DRW: 602 W gt:0.0 1 bs ... 10/15/13 CD D �CB A 10'1"2 7'9"15 7'9"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - C 626 /- /- /- / /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - - D 626 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - C Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:13.01.04.0627.14 Lumber 1.9E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @_._"o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. "'Warning.Fastening of plies required— Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 160 plf at 0.00 to 160 plf at 7.83 Additional Notes Floor Joist Header 1.750"x18.0"1.9E Microllam LVL Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation If BCS]1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. ` , 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904 821.5200 Sherrer-FerrinRes Ply:1 SEAN 8937/T47/SY42 Custom Qty: 6 FROM: DRW: F02 Wgt:82.6 It ... 10/15/13 T11" 1'9"12--f—5'3" 2'6".— ��_2'5" (TYP) 3X3X 1111X3 = 3 IIIPX3 = 3 Ile2l =JX4 1111X3G T M A B D 90 ,0'1"2 L K 1111X3 =3X3 =3X4 =4X4 =4X5 J I H 5712 9.91, _- 14'11"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.110 E 999 360 L 459 /- /- / / /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.194 E 601 240 K 693 /- /- / / /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 H - - H 597 /- /- /- /- /- Des Ld: 55.00 EXP:NA HORZ(TL):-0.023 F L Min Big Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 5.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.711 H Min Brg Width Req= - Load Duration:1.00 P BCDL:NA sf TPI Std: 2007 Max BC CSI: 0.598 Bearings L&K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.265 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 A-B 1 0 D-E 0 -1027 B-C 0 -566 E-F 0 -1021 Lumber C-D 0 -566 F-G 0 0 Top chord 4x2 SP#2-13B Bot chord 4x2 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with '13B"use design values approved 1/30/2013 by ALSC L-K 525 0 J-1 1027 0 K-J 1024 0 I-H 798 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 14.85 M-L 0 -10 D-J 71 0 BC 120 0.12 14.85 A-L 0 -106 E-1 13 -133 Apply purlins to any chords above or below fillers L_B 0 -617 1-F 262 0 at 24"OC unless shown otherwise above. B-K 267 -228 F-H 0 -925 End Vertical Attachment C-K 0 -246 G-H 0 -100 K-D 0 -717 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes See detail STRBRIBR0211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation_ Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ate" PE No.58544 PE No.71457 Sherrer-Ferni-Res Ply:1 SEON:8951/T43/SY42 Custom Qty: 5 FROM. DRW: F04 Wgt:85.4lbs / ... 10/15/13 8' -I- 2'0"12 5'4"8 �- —2'6" (TYP) 1111'(3 =4X5 IIIfX3 =6X3 III&X3 —V5 III�X3 T N H 1 10'1"2 M =4X5[5] 1111X3 =3X4 =3X8 L K J 3X8 15'5"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.218 K 824 360 M 837 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.401 K 446 240 1 837 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 B - - M Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.074 B I Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.521 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.727 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.428 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1904 I:NA GCpi:NA Plate Type(s): B-C 0-1843 E-F 0 -1890 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1843 F-G 1 0 Lumber Additional Notes Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bol chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-136 recommendations. M-L 1134 0 K-J 1904 0 Lumber grades designated with"'I 3B"use design Truss must be installed as shown with top chord up. L-K 1907 0 J-1 1139 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Plate Shift Table 1-8-0. Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bile N-M 0 -10 D-K 28 -143 (5] W4X5 2.25L 1.25 A-M 0 -108 E-J 0 -344 M-B 0-1333 J-F 898 0 Purlins B-L 827 0 F-1 0 -1339 In lieu of structural panels or rigid ceiling use purlins C-L 0 -328 G-1 0 -112 to laterally brace chords as follows: L-D 143 -367 1-H 0 -11 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 15.06 BC 120 0.12 15.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.22"DL:0.19" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1 This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 - Sherrer-FerrinRes Ply:1 SEAN 9050/T61/SY42 Custom Qty: 6 FROM: DRW: F06 Wgt:74.21bs / ... 10/15/13 7'10"8 5'3" -j 2'6"-� (TYP) 1111X3 1111 r X3 =364[2] 111�Q = X =3�4[9] 11113 00 10'1"2 =3X4 =4X5 1111X3 =3X4 L K J 3X3[8] H 13'3"12 _ 1 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.103 D 999 360 L 732 /- /- - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.162 D 989 240 H 732 /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 H - - L Min Erg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 H H Min Erg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.437 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.585 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.343 A-B 0 0 D-E 0 -1544 C&C Dist a:NA ft FT/RT:12.0%(0+0%)/10(0) Mfg Specified Camber: B_C 0-1548 E-F 0 -1537 I:NA GCpi:NA Plate Type(s): C-D 0-1548 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B L-K 1028 0 J-1 1544 0 Webs 4x2 SP#3-13B K-J 1548 0 I-H 1032 0 Lumber grades designated with '13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-L 0 -106 D-J 0 -144 No Size Shift Bite No Size Shift Bite L-B 0-1192 E-1 83 -161 [2) W3X4 2.25 L 1.25 [8] W3X3 1.25 L 1.25 B-K 606 0 1-F 594 0 [9] W 3X4 2.25 R 1.25 C-K 0 -255 F-H 0 -1197 K-D 9 -1 G-H 0 -106 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.31 BC 120 0.00 13.31 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes +2x6 continuous strongback.See detail STRBRIBRO211 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 7APEYX Michael G Kozlowski Jeffrey P Arneson Derek B Murray - - PE No 60839 PE No.58544 - PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:8957/T42/SY42 Custom Qty: 5 FROM: DRW: F08 Wgt:79.811 / ... 10/15/13 8, 17 8 5,4„8 �-2'6" (TYP) 111 III 1k3 =464[3] IIIfC3 _3X3E3 _44[101 IIIaX3 T N D H SO 101 2 =4X5 1111X3 ] _4X l L K -3X4 14X5[12] 14' j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.115 D 999 360 M 757 /_ /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.181 D 896 240 1 757 /- /- /- /- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 B - - M Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.031 B I Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA it Code/Mise Criteria Creep Factor.1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.502 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.690 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.340 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-13 1 0 D-E 0 -1577 1:NA GCpi:NA Plate Type(s): B-C 0-1573 E-F 0 -1568 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1573 F-G 1 0 Lumber Additional Notes To chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) P Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-1313 STRBRIBR0211 for bracing and bridging Webs 4x2 SP#3-136 recommendations. M-L 1006 0 K-J 1577 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. L-K 1581 0 J-1 1010 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1-8-0. Maximum Web Forces Per Py(Ibs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite N-M 0 -10 D-K 23 -149 [2] W4X5 2.75 L 1.25 [31 W4X4 2.25 L 1.25 A-M 0 -106 E-J 4 -223 [10] W04 2.25 R 1.25 [12] W4X5 2.75 R 1.25 M-13 0-1182 J-F 656 0 B-L 662 0 F-I 0 -1188 Purlins C-L 0 -286 G-1 0 -106 In lieu of structural panels or rigid ceiling use purlins L-D 183 -230 I-H 0 -10 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 13.63 BC 120 0.12 13.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 { PE No.58544 - PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:8952/T66/SY42 Custom City:4 FROM: DRW: F10 Wgt:109.2lbs / ... 10/15/13 10,6„ 17„ 8, i �—_2'6" (TYP) 1112X4 c p E G 1112X4 1112X4 T S A =4X8 1112X4 =3X3 1112X4 =3X4 W=3X4 =4X8 J K co 1 =3X8[5] =3X3 1112X4 =3X8[14] _410'1"2 R Q P O N M L =3X8 W=H0310 =3X8 20'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.355 E 662 360 R 1092 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.555 E 423 313 L 1092 /- /- /- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.053 B - - R Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.086 B L Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Mise Criteria Creep Factor:1.5 Bearings R&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.663 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.847 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.618 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -2643 I:NA GCpi:NA Plate Type(s): B-C 0-2665 G-H 0 -2643 Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 C-D 0-2665 H-1 0 -2643 Lumber Additional Notes D-E 0-3356 I-J 1 0 E-F 0-3359 Top chord 4x2 SP M-30:T2 4x2 SP#2-13B: +2x6 continuous strongback.See detail Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"13B"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is R-Q 1553 0 O-N 3359 0 1-8-0. Q-P 3273 0 N-M 3355 0 Plate Shift Table P-0 3273 0 M-L 1546 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [51 W3X8 4.75 L 1.25 [14] W3X8 4.25 R 1.25 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins S-R 0 -10 N-F 183 -51 In lieu of structural panels or rigid ceiling use purlins A-R 0 -105 F-M 0 -975 to laterally brace chords as follows: R-B 0-1825 H-M 35 -274 Chord Spacing(in oc) Start(ft) End(ft) B-Q 1298 0 M-1 1280 0 TC 24 0.12 19.71 C-Q 0 -232 I-L 0 -1817 BC 120 0.12 19.71 Apply purlins to any chords above or below fillers Q-D 0 -710 J-L 0 -105 at 24"OC unless shown otherwise above. D-0 459 -218 L-K 0 -10 O-E 35 -156 Camber Max JT VERT DEFL:LL:0.35"DL:0.27" recommended camber 3/8" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:9072/T55/SY42 Custom Qty: 1 FROM: DRW: F12 W gt:127.4 lbs ... 10/15/13 13' -}- 10'6" -� 2,6„ (TYP) W-3X4 g C p E III2X4 I K 112X4 T 1112X4 =4X8 1112X4 =3X4 6 1112X4 =3X3 H =3X4 14 IIIIX4 =4X8 L M am 1 101..2 4X5[1] =4X8[4] W=H0310 =4X5 1112X4 =4X8[16] U T S R QP O N 3X3[12] =4X8 23'8" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.449 E 626 360 U 1288 /- /- /- /- /- BCDL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.701 E 400 374 N 1303 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.069 N - - U Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.107 IN N Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.354 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.583 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.335 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0°/)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 -4832 l:NA GCpi:NA Plate Type(s): B-C 0 -3412 H-1 0 -4832 Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 C-D 0-3412 1-J 0 -3352 Lumber Additional Notes D-E 0-4854 J-K 0 -3352 E-F 0-4854 K-L 1 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail F-G 0-4840 Bot chord 4x2 SP M-31 STRBRIBR0211 for bracing and bridging Webs 4x2 SP M-30 recommendations. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss excluding overhang is No Size Shift Bite No Size Shift Bite 1-8-0. U-T 1973 0 Q-P 4840 0 T-S 4348 0 P-0 4314 0 Ill W4X5 1.25 L 1.50 [4] W4X8 3.50 L 1.25 [6] W3X4 2.25 L 1.25 [12] W3X3 1.25 L 1.25 S-R 4348 0 O-N 1889 0 [14] W3X4 2 25 R 1.25 [16] W4X8 3.75 R 1.25 R-Q 4844 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) A-U 0 -107 G-P 6 -195 TC 24 0.00 23.42 U-B 0-2289 P-1 608 0 BC 120 0.00 23.42 B-T 1679 0 1-O 0 -1124 Apply purlins to any chords above or below fillers C-T 0 -244 J-0 0 -246 at 24"OC unless shown otherwise above. T-D 0-1093 O-K 1707 0 D-R 590 0 K-N 0 -2220 Camber E-R 0 -264 L-N 0 -105 Max JT VERT DEFL:LL:0.45"DL:0.25" R-F 12 0 N-M 0 -10 recommended camber 3/8" F-0 0 -94 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 Sherrer-FerrinRes Ply:1 SEQN:8938/T64/SY42 Custom Qty: 2 FROM: DRW: F14 Wgt:79.8lbs / ... 10/15/13 5'8" 2'4" 5'6" 2,6„ ,I (TYP) 1112X4 A B X5 =3X3 p =JX3 III V3 =�X8 IIIIIX3 I i93-� 11'6"2 u 9 01 2 1111X3 =3X8[6] 1111X3 =3X4 1111X3 O N M L K 4X5[14] 13'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.141 M 999 360 A 733 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.274 M 575 240 J 737 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.027 N - - A Min Brg Width Req= 3.0 Des Ld: 55.00 EXP:NA HORZ(TL):-0.052 N J Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.924 Bearing J Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.748 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.607 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 E-F 0 -1507 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 B-C 0-1113 F-G 0 -1496 Lumber Additional Notes C-D 0-1082 G-H 1 0 D-E 0-1113 Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Bot chord 4x2 SP#2-13B STRBRIBRO211 for bracing and bridging Webs 4x2 SP#3-13B recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is O-N 0 -1 L-K 1006 0 1-8-0. N-M 1506 0 K-J 1006 0 Plate Shift Table M-L 1507 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [6] W3X8 3.75 L 1.25 [14] W4X5 2.75 R 1.25 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins O-B 33 0 L-G 656 0 In lieu of structural panels or rigid ceiling use purlins B-N 1275 0 G-K 84 -8 to laterally brace chords as follows: D-N 0 -380 G-J 0 -1175 Chord Spacing(in oc) Start(ft) End(ft) N-E 0 -578 H-J 0 -108 TC 24 0.00 0.13 E-M 98 -55 J-1 0 -10 TC 24 0.00 0.33 TC 24 0.13 2.52 F-L 0 -263 TC 24 0.33 13.25 BC 120 0.29 13.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:9262/T49/SY42 Custom Qty: 1 FROM. DRW: F16 Wgt:47.6 lbs 10/15/13 F- 2'10"8 -}�2'0"15--1 2'10"8 -{ 2'6" (TYP) - 1111X3 =3X3 =3X3 1111X3 A B C D TJ Li E o 1 10'1"2 1111X3 1111X3 I H G F 3X4 =3X4 7'9"15 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.038 H 999 360 1 418 /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.072 H 999 240 F 418 /- /- 5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 B - - I Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.031 B F Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.412 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.330 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.157 Chards Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -467 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 42 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B I-H 466 0 G-F 466 0 Webs 4x2 SP#3-13B H-G 467 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins J-1 0 -11 G-C 78 -17 to laterally brace chords as follows: A-1 0 -116 C-F 0 -548 Chord Spacing(in oc) Start(ft) End(ft) I-B 0 -548 D-F 0 -116 TC 24 0.12 7.45 B-H 78 -17 F-E 0 -11 BC 88 0.12 7.45 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with lop chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10983/T25/SY42 Custom Qty: 1 FROM. DRW: F18 Wgt:135.8 lbs 10/15/13 10'6" �^2'6" (TYP) 1112X4[1] =5X7 1114X5 =4X4 1113X8 =4X4 1114X5 =5X7 1112X4[14] A B C D E F G H I i� 110'1"2 3X8[5] =3X3 1112X4 =3X8[12] P O N M L EMK =3X8 =3X8 191911- Loading 9'9"Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.278 E 830 360 p 1074 /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.435 E 530 308 K 1074 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.045 K - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 K K Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.351 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.665 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.624 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)110(0) Mfg Specified Camber: A-B 0 -23 E-F 0 -3381 l:NA GCpi:NA Plate Type(s): B-C 0-2711 F-G 0 -2696 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2711 G-H 0 -2696 Lumber End Vertical Attachment D-E 0-3379 H-1 0 -23 Top chord 4x2 SP M-30 Attach notched end vertical(s)to next end vertical Bot chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3-13B through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Camp. Lumber grades designated with"136"use design wide(minimum)Crown staples on each narrow face. P-0 1576 0 M-L 3379 0 values approved 1/30/2013 by ALSC Additional Notes O-N 3316 0 L-K 1572 0 N-M 3381 0 Plate Shift Table +2x6 continuous strongback.See detail JT Plate Lateral Chord JT Plate Lateral ChordSTRBRIBR0211 for bracing and bridging No Size Shift Bite No Size Shift Bite recommendations. Maximum Web Forces Per Ply(lbs) [1] W2X4 S 2.50 [51 W3X8 4.00 L 1.25Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. (12] W3X8 3.75 R 1.25 [14] W2X4 S 2 50fhe overall height of this truss excluding overhang is Q-P 113 0 M-F 110 -37 1-8-0. A-P 0 -243 F-L 0 -923 Purlins P-B 0-1804 G-L 34 -285 In lieu of structural panels or rigid ceiling use purlins B-0 1311 0 L-H 1297 0 to laterally brace chords as follows: C-0 0 -242 H-K 0 -1800 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 2.63 O-D 0 -699 I-K 0 242 TC 24 0.13 5.19 D-N 438 -250 K-J 112 0 TC 24 2.63 7.75 N-E 74 -152 TC 24 5.19 10.31 TC 24 7.75 11.75 TC 24 10.31 14.31 TC 24 11.75 16.88 TC 24 14.31 19.38 TC 24 16.88 19.38 BC 120 0.13 19.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.28"DL:0.19" recommended camber 1/4" NOTES: 1.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:2 SEQN.8960/T24/FLAT Custom Qty: 1 FROM: DRW: FG1 Wgt 145.6 lbs 10/15/13 15"1 3'2"6 6'0"13 8'10"'15 1 1'8"l 0 1P'1'i 10 15"12'9"6 '1" 2'10"6 2,10"2 2'9"10 5" 4X10[1] 1114X5[5] 1112X4 1114X5[8] =4X10[10] A B C D E T 1 10'1"2 J =4X10[4] =6x8[7] =410[9] F 1114X5 2'9"2 I 3'3"10 ry 3'3"10 2'9"2 1114X5 2'9"2 13 9'47 12'1"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.148 C 982 360 J 4441 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.232 C 628 240 F 4251 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 A - - J Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.047 A F Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.619 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.928 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.795 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0-4021 C-D 0 -5709 1:NA GCpi:NA Plate Type(s): B-C 0-5709 D-E 0 -3874 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 to laterally brace chords as follows: J-1 20 0 H-G 4267 0 Webs 2x4 SP#3-13B:W2,W8 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) I-H 4429 0 G-F 17 0 Lumber grades designated with"l 3B"use design TC 24 -0.12 12.01 values approved 1/30/2013 by ALSC BC 120 -0.12 12.01 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) Nailnote at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-J 0-2192 H-D 1580 0 Top Chord:2 Rows @ 3.50"o.c.(Each Row) spans at 24"OC in lieu of structural sheathing. A-1 4383 0 D-G 0 -1784 Bot Chord:1 Row @12.00"o.c. I-B 0-1854 G-E 4226 0 Webs :1 Row " Additional Notes @ 4o.c. B-H 1402 0 E-F 0 -2099 Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. C-H 0-1210 in each row to avoid splitting. The overall height of this truss excluding overhang is Special Loads ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 12.13 BC-From 5 plf at 0.00 to 5 pIf at 12.13 TC-1447 Ib Conc.Load at 1.50,3.50,5.50 TC-2020 Ib Conic.Load at 7.50 TC- 199 Ib Conic.Load at 9.15 TC- 732 Ib Conic.Load at 9.50,11.50 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] W4X10 S 1.25 (4] W4X10 S 1.25 [5] W4X5 2.25 R 1.75 (7] W6x8 S 1.25 [8] W4X5 1.50 R 1.75 [9] W4X10 S 1.25 [10] W4X10 S 1.25 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 Sherrer-FerdnRes Ply:1 SEAN:9018/T33!SY42 Custom Qty: 1 FROM: DRW: FGE2 Wgt:80.8lbs .. / ... 10/15/13 1'3"4-) 1'2"8� 1'2"8� -I 1'2"8� -I 1f---2 s� 11--- z a� 1f--- z a� 'f- z 8� 1'2"8� 1'2"8�f-1 '--i A B C D E F G H I J K L Tter-- z I L L M 90 1r 1 10'1"2 1112X4 X W V U T S R Q P O 1112X4 14'11"12 14'11"12 _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.000 L 999 360 N 1623 /- /- /- /- /179 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 L 999 240 Y Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing Y Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 H-1 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 Top chord 4x2 SP#3-136 Truss must be installed as shown with top chord up. Bot chord 4x2 SP#3-136Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B The overall height of this truss excluding overhang is 1-8-0. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"136"use design Y-X 0 0 S-R 0 0 values approved 1/30/2013 by ALSC X-W 0 0 R-Q 0 0 W-V 0 0 Q-P 0 0 Bracing V-U 0 0 P-0 0 0 Sheathing is required for any longitudinal(drag)forces. U-T 0 0 O-N 0 0 All connections to be designed by the building T-S 0 0 designer. Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. Z-Y 0 -9 L-N 0 -50 A-Y 0 -58 N-M 0 -9 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(Ibs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 14.60 B-X 0 -150 G-S 0 -133 BC 120 0.12 14.60 C-W 0 -129 H-R 0 -133 Apply purlins to any chords above or below fillers D-V 0 -134 I-Q 0 -133 at 24"OC unless shown otherwise above. E-U 0 -133 J-P 0 -133 End Vertical Attachment F-T 0 -133 K-0 0 -138 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:9024/T21/SY42 Custom Qty: 1 FROM: DRW: FGE4 Wgt:74.0lbs .. / ... 10/15/13 1,3„4 1'2"8'� 1� 2"8� 1� 1�'� 1'2"8'i 1�� 1�'i1'2"8 1, �1' A B C D E F G H I J K T � X 90 1r 10'1"2 112X4 V U T S R Q P O N1112X4 13'6"12 - 13'6"12 - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 M 1467 /- /- /- /- /162 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 240 W Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing W Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Camp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.032 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 H-1 0 0 1:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 E-F 0 0 J-K 0 0 Lumber Additional Notes Top chord 4x2 SP#3-138 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#3-138 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-136 1-8-0. W-V 0 0 R-Q 0 0 Lumber grades designated with"13B"use design V-U 0 0 Q-P 0 0 values approved 1/30/2013 by ALSC U-T 0 0 P-0 0 0 T-S 0 0 O-N 0 0 Bracing S-R 0 0 N-M 0 0 Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Fasten rated sheathing to one face of this frame. X-W 0 -9 K-M 0 -46 Plating Notes A-W 0 -59 M-L 0 -9 All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: B-V 0 -150 G-Q 0 -133 Chord Spacing(in oc) Start(ft) End(ft) C-U 0 -129 H-P 0 -133 TC 24 0.12 13.19 D-T 0 -134 1-0 0 -134 BC 120 0.12 13.19 E-S 0 -133 J-N 0 -133 Apply purlins to any chords above or below fillers F-R 0 -133 at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:8968/T38/SY42 Custom Qty: 1 FROM: DRW: FGE6 Wgt:90.91bs / ... 10/15/13 1�"1 1�..11�� 11- -{ 1f 11- -{ 1f 1f- -{ 11- -{ 1I---{7-8 11- "� 11-'114 0o r AF B C D E F G H V43X4J K L M 1112X4G(") T P 90 1 �,0'1"2 AED AC AB----'M---' W=3X4X V U S R Q III 1 X3 III 1X3 III 1X3 III 1 X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 III 1X3 1111 X3 III 1X3 16'7" 167' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AE 74 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q 1726 /- /- /- /- /193 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 O - - AE Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B AE Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AE&AE Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 H-1 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 J-K 0 0 Lumber Additional Notes D-E 0 0 K-L 0 0 E-F 0 0 L-M 0 0 Top chord 4x2 SP#3-138 See detail STRBRIBR0211 for bracing and bridging F-G 0 0 M-N 0 0 Bot chord 4x2 SP#3-13B recommendations. Webs 4x2 SP#3-136 G-H 0 0 N-0 0 0 Truss must be installed as shown with top chord up. Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC 1-8-0. Chords Tens.Comp. Chords Tens. Comp. Bracing AE-AD 0 0 X-W 0 0 Sheathing is required for any longitudinal(drag)forces. AD-AC 0 0 W-V 0 0 All connections to be designed by the building AC-AB 0 0 V-U 0 0 designer. AB-AA 0 0 U-T 0 0 Fasten rated sheathing to one face of this frame. AA-Z 0 0 T-S 0 0 Z-Y 0 0 S-R 0 0 Plating Notes Y-X 0 0 R-Q 0 0 All plates are 2X4 except as noted. (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. AF-AE 0 -9 O-Q 20 0 Purlins A-AE 0 -59 Q-P 0 -8 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp. TC 24 0.12 16.21 BC 120 0.12 16.21 B-AD 0 -150 H-W 0 -133 Apply purlins to any chords above or below fillers C-AC 0 -129 J-V 0 -133 at 24"OC unless shown otherwise above. D-AB 0 -134 K-U 0 -134 E-AA 0 -133 L-T 0 -130 End Vertical Attachment F-Y 0 -133 M-S 0 -147 Attach notched end vertical(s)to next end vertical G-X 0 -133 N-R 0 -94 using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544. PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10990/T34/SY42 Custom Qty: 2 FROM: DRW: FGE8 Wgt:29.1lbs / ... 10/15/13 �- 1'3"4 1,7,8 1,3"8—-{ A B C D T J E ro 1 10'1"2 I H G F IIID 4 4'6"4 1112XA 4'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 360 F 473 /- /- /- /- /54.3 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 D 999 240 1 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 D - - Bearing I Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 D - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.201 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.012 B-C 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp. Lumber I-H 0 0 G-F 0 0 Top chord 4x2 SP#3.13B H-G 0 0 Bot chord 4x2 SP#3-13B Webs 4x2 SP#3-136 Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Camp. J-1 0 -9 D-F 0 -60 Bracing A-1 0 -59 F-E 0 -10 Fasten rated sheathing to one face of this frame. Plating Notes Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-H 0 -146 C-G 0 -148 Purlins In lieu of structural panels or rigid ceiling use pur ins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 4.15 BC 48 0.12 4.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 - Sherrer-FernnRes Ply:1 SEQN:10141/T83/GABL Custom Qty: 1 FROM: DRW: GE01A Wgt:114.8 lbs ... 10/15/13 7� 5108 69117 11 9"0"8 12611 13'10 19'9" f' 5'10"8 11" f 2' + 2'8"3 +1'3"1 510118 i G=4X4 12 F 6 p E H D I 3X4 X T2 \\\ W /A'3X4 �3X3(('•) 83X3(")B C 811 x4X5(C5) 4X5(CS) _ 2X4(C5) 2X4(C5)L A _ e L S R -3Q P O M 20'11" 1112X4(") 1112X4(-*) 2'S"8 T 22, 2' 2, 3'S" 2'S"8 2'5"8 5'10"8 7'10"8 9'10"8 11'10"8 13'10"8 17'3"8 a 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Joe L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.440 O 522 240 A 648 /222 /279 /- /101 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.864 O 266 230 L 648 /222 /279 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.292 N - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.573 N A Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:23.55 ft Code 1 Misc Criteria Creep Factor:1.5 L Min Brig Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 201 ORES Max TC CSI: 0.915 Bearings A&L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.690 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 385 -483 G-H 801 -924 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 403 -486 H-1 1004 -1214 Lumber Wind C-D 983 -1313 I-J 930 -1250 D-E 1050-1272 J-K 394 -470 Top chord 2x4 SP M-30:T2 2x4 SP M-31: Wind loads based on MWFRS with additional C&C E-F 823 -981 K-L 378 -468 Bot chord 2x4 SP#2-13B member design. F-G 766 -867 Webs 2x4 SP#3-138 :Stack Chord SC1 2x6 SP#2-13B: Additional Notes Stack Chord SC2 2x6 SP#2-138: See DWGS A14030ENC100212&GBLLETIN0212 for Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"l 3B"use design more requirements. Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in A-T 236 -169 Q-P 1153 -766 area(NNL).Attach stacked top chord(SC)to dropped C-U 891 -587 P-0 1166 -775 Plating Notes top chord in notchable area using 3x4 tie-plates 24" U-S 1236 -840 0-M 1170 -781 All plates are 2X4 except as noted. o.c.Center plate on stacked/dropped chord interface, S-R 1232 -835 N-L 220 -158 (")8 plate(s)require special positioning.Refer to plate length perpendicular to chord length.Splice top R-Q 1232 -835 M-J 854 -551 scaled plate plot details for special positioning chord in notchable area using 3x6. requirements. The overall height of this truss excluding overhang is 4.11.12 Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins U-T 47 -18 Q-X 519 -603 to laterally brace chords as follows: E-V 543 -626 X-H 429 -478 Chord Spacing(in oc) Start(ft) End(ft) W-Q 529 -610 N-M 47 -19 TC 24 0.00 2.00 G-Q 739 -605 TC 24 0.83 18.92 TC 24 17.75 19.75 BC 26 0.29 2.46 Maximum Gable Forces Per Ply(Ibs) BC 26 2.13 2.31 Gables Tens.Comp. Gables Tens. Comp. BC 108 2.31 17.62 BC 26 17.29 19.46 D-S 151 -121 X-P 195 -141 Apply purlins to any chords above or below fillers V-F 215 -163 O-1 164 -134 at 24"OC unless shown otherwise above R-W 201 -150 Loading Gable end supports 8"max rake overhang. NOTES: 1.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinResPly:1 SEQN:10403/T72/GABL Custom Qty: 1 FROM: DRW: GE03 Wgt:214.2 lbs Page 1 of 2 / ... 10/15/13 1f 18'3"11 52"2 2. ]11..E 1'11"3 6'7"7 8'8"1 12'3"11 14'3"11 16'3"1 20'3"11 22'3"11 24'3"11 i 30'6"3 _1 32'5"7 1'11"3 4'82'0"io-I 2' -f 2. F1'7"7� 7 2. 2, 53!1'1 114X5 GH J F ]Jt�Z��12 E D/3X4 3X4 C 3 X4�3X8(Fo)8X3AB (C3) 3;4 "C6)q .SI,p y sX 0510 x =4X5 3) ss'' 1 zo•tr 14X5 d 3 V O 12 14'9'4 10'4"8 =X5 6'3"15 2'4"2 5'10"7 1'9"3 7 7112 11" 7'2"11 6'3"15 8'6"1 14'6"8 16'3"it 2 x202 22'5"7, 1 10 4 57'2 375"7 g3"11l 21'141" 41"1( (N4' F (NN L Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.059 B 999 240 AC 250 /73 /107 /- /185 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.130 B 999 180 W 653 /393 /400 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 B - - W 1277 /464 1565 /- /- /124 Des Ld: 32.00 EXP:C HORZ(TL):-0.051 O P 103 /145 /75 /- /- /3.5 NCBCLL:10.00 Mean Height:25.16 ft Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.367 AC Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.477 W Min Brg Width Req= 5.5W Min Brg Width Req= - S acro 24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.485 Spacing: P Min Brg Width Req= 3.5 C&C Dist a:3.00 ft FT/RT:30-0%(0.0%)/10(0) Mfg Specified Camber: Bearings AC,W,W,&P Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 Maximum Top Chord Forces Per Ply(Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 Wind loads based on MWFRS with additional C&C A-B 224 -452 I-J 558 -95 Bot chord 2x4 SP#2-13B member design. B-C 203 -296 J-K 569 -201 Webs 2x4 SP#3-13B C-D 177 59 K-L 565 268 :Stack Chord SC1 2x6 SP#2-13B: Additional Notes :Stack Chord SC2 2x6 SP#2-13B: See DWGS A14030ENC100212&GBLLETIN0212 for D-E 529 -228 L-M 561 -328 Lumber grades designated with" 3B"use design more requirements. E-F 569 -212 M-N 499 311 1 values approved 1/30/2013 by ALSCF-G 602 -184 N-0 621 -482 Stacked top chord must NOT be notched or cut in G-H 629 -193 O-P 861 -759 Bracing area(NNL).Attach stacked top chord(SC)to dropped H-1 522 -52 top chord in notchable area using 3x4 tie-plates 24" (a)Continuous lateral bracing equally spaced on o.c.Center plate on stacked/dropped chord interface, member. plate length perpendicular to chord length.Splice top Maximum Bot Chord Forces Per Ply(Ibs) chord in notchable area using 3x6. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Shim all supports to solid bearing. A-Y 257 -138 U-T 527 -484 All plates are 2X4 except as noted. The overall height of this truss excluding overhang is Y-X 219 -128 T-S 526 -483 Purlins 8-2-6. X-W 250 -155 S-R 524 -481 W-V 529 -485 R-Q 525 -483 In lieu of structural panels or rigid ceiling use purlins V-U 529 -485 Q-P 519 -476 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.00 Maximum Web Forces Per Ply(Ibs) TC 24 1.23 31.79 Webs Tens.Comp. Webs Tens. Comp. TC 24 30.45 32.45 BC 74 0.29 6.33 Y-C 163 -32 AA-AB 375 -453 BC 28 6.33 8.67 C-X 389 -404 AB-W 354 -432 BC 73 8.67 14.54 D-X 255 -129 W-H 411 -330 BC 75 14.54 32.16 D-Z 340 -422 Q-N 551 -440 Apply purlins to any chords above or below fillers Z-AA 352 -434 at 24"OC unless shown otherwise above. Loading Maximum Gable Forces Per Ply(Ibs) Gable end supports 8"max rake overhang. Gables Tens.Comp. Gables Tens. Comp. Z-E 21 -21 U-J 222 -146 AA-F 47 -36 T-K 135 -109 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 - PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10036/T77I HIP_ Custom Qty: 5 FROM: DRW: HJ01 Wgt:21.0lbs / ... 10/15/13 B 12 23'7"10 4.24 N O M 3X4(82)A 6"10 20'11" C 6'11"6 "8 6'11"6 T -14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 170 /71 /- /- /- 17.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /_ /1 /- /- 11.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.011 C B 107 175 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.022 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.70 It Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.822 C Min Brg Width Req= - Load Duration:125 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.515 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.13.01.04.0627.14 Lumber A-B 36 -38 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC A-C 0 0 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.95 BC-From 2 plf at 0.00 to 2 plf at 6.95 TC- 51 Ib Conc.Load at 1.46 TC- 155 Ib Conc.Load at 4.29 BC- 28 Ib Conc.Load at 1.46 BC- 86 Ib Conc.Load at 4.29 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.07 0.08 TC 24 0.00 6.95 BC 82 0.07 6.95 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-0.2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 - PE No.58544 PE No.71457 - Sherrer-FerrinRes Ply:1 SEQN:10251/T65/HIP_ Custom Qty: 2 FROM: DRW: HJ01B Wgt:21.0lbs .. / ... 10/08/13 B 12 4.24 N O M 3X4(62) A s"10 C l 6'11"6 l'i8 r 6'11"6 T ,14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 170 /58 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /_ /3 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C B 107 /62 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.022 C Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:32.28 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.822 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.515 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. Spacing:24.0" P C8C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 36 -38 Top chord 2x4 SP#2-138 Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"138"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC A-C 0 0 Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.95 BC-From 2 plf at 0.00 to 2 plf at 6.95 TC- 51 Ib Conc.Load at 1.46 TC- 155 Ib Conc.Load at 4.29 BC- 28 Ib Conc.Load at 1.46 BC- 86 Ib Conc.Load at 4.29 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.07 0.08 TC 24 0.00 6.95 BC 82 0.07 6.95 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FernnRes Ply:1 SEAN:10365/T11/HIP_ Custom Qty: 2 FROM: DRW: HJ02 Wgt:26.6lbs / ... 10/15/13 C 12 237'10 4.24 � 0 0 `o 3X4 B r1 22'0"8 4X8(F3) p 00 A 6"10� x- 20'11" 0 2.12 12 6'11"6 "8 6'11"6 T ,14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.136 B 613 240 A 156 /37 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.293 B 284 180 D 99 /- 15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 B - - C 104 /73 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.116 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.70 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.838 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.486 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.211 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 363 -366 B-C 37 -26 Top chord 2x4 SPB Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-132-13 B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.916' Chords Tens-Comp. Lumber grades designated with"l 3B"use design A-D 15 -16 values approved 1/30/2013 by ALSC Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.95 BC-From 2 pit at 0.00 to 2 plf at 6.95 TC- 163 Ib Conc.Load at 4.29 BC- 86 Ib Conc.Load at 4.29 Purlins. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.95 BC 75 0.00 6.95 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. The overall height of this truss excluding overhang is 3-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10017/T67/JACK Custom Qty: 19 FROM: DRW: J01 Wgt:3.21bs / ... 10/15/13 12 6 B 3X4(82) 21'8"2 0 A o C T X 20'11" C 1' 1 78 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 35 /4 /17 1- /21 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- 15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 25 124 /15 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.72 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.043 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 11 -34 Lumber Top chord 2x4 SP#3-138 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-13B Chords Tens.Comp. Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC A-C 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 1.00 BC 10 0.06 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 - " Sherrer-FerrinRes Ply:1 SEQN:10244/T35/JACK Custom Qty: 2 FROM: DRW: J01B Wgt:3.2lbs / ... 10/15/13 12 6 B 3X4(82) 31'3"2 0 A o CT) � 30'6" C 1' 1' 1 1 '8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 35 /1 /16 /- 116 /3-0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 25 /17 /14 /- !- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:31.30 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.031 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 B Min Brg Width Req= - gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 11 -25 Top chord 2x4 SP Maximum Bot Chord Forces Per PI (Ibs) Bot chord 2x4 SP#33-138-13B y Lumber grades designated with"13B"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC A-C 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 1.00 BC 10 0.06 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 - PE No.71457 Sherrer-Ferri nRes Ply:1 SEAN:10271/T23/JACK Custom Qty: 1 FROM: DRW: J02A Wgt:11.4 lbs 10/15/13 12 C 6 22'8"2 3 X 4 B 0 5X5(E1) N T A 7"10 20'11" D i 21011 2'10" 2'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 93 /19 /47 /- /63 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 40 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 B C 75 /65 /43 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.009 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.26 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.376 D Min Brg Width Req=P C Min Brg Width Req= - - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.099 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.111 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 241 -333 B-C 36 -89 Top chord 2x4 SP#3-138 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Chords Tens Comp. Lumber grades designated with"1313"use design A-D 2 -2 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.83 BC 34 0.00 2.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-10. NOTES: 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FernnRes Ply:1 SEAN:10031/T59/JACK Custom Qty: 6 FROM: DRW: J02T Wgt:11.9lb, / ... 10/15/13 12 6 1112X4 C B 22'8"2 o - N C) o= 3X4(62) 3 ��$ N - 21,x„ A F D 00 20'11" 1112X4 E 2'5118 i 6„$ I r 2'5"8 - 3, „QV Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 E 999 240 A 101 /22 /51 I- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 E 999 180 D 18 /10 /12 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 B - - C 78 /54 /48 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.007 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.22 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.355 D Min Brg Width Req Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.083 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.055 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 1 WAVE VIEW Ver:13.01.04.0627.14 A-B 10 -75 B-C 35 -74 Lumber Top chord 2x4 SP#3-136 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-138 Webs 2x4 SP#3-136 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design A-E 11 -25 F-D 0 0 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: F-B 36 0 F-E 36 -7 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 3.00 BC 28 0.06 2.46 BC 7 2.46 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 _ PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10027/T17/EJAC Custom Qty: 10 FROM: DRW: J03T Wgt:17.8lbs .. / ... 10/15/13 C 23'8"2 12 6 0 0 1112X4 B N oN (V iM 3X4(82) 21'7" A T F-3X3 D - 00 01111, E 1112X4 2'S"8 2'6"8 IT 2'5"8 5' S 1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 E 874 240 A 166 /42 /86 /- /113 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.133 E 445 180 D 47 /4 /22 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 B - - C 134 /103 /79 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.078 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.72 ft Code/Misc Criteria Creep Factor:1.5 A Min Big Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.698 D Min Big Width Req= - BCDL: Load Duration:1.25 3.0 P sf TPI Std: 2007 Max BC CSI: 0.161 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.127 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 0 -106 B-C 60 -90 Top chord 2x4 SP Maximum Bot Chord Forces Per PI Bot chord 2x4 SP#33-136-13B y(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design A-E 40 -48 F-D 0 0 values approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: F-B 68 0 F-E 39 -7 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 5.00 BC 28 0.06 2.46 BC 30 2.46 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10363/T40/EJAC Custom Qty: 4 FROM: DRW: J06 Wgt:19.5 Ibs / ... 10/15/13 C 3'8"2 12 6 o ,3X4 B 0 ih 2'0"10 ;4M(F3) p 0 T A610 - 20-11" a 3 12 I 5' 18 5' 5 1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.073 B 820 240 A 165 /42 /81 /- 1113 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.134 B 446 180 D 72 /- /29 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.041 B - - C 131 /114 /74 I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.074 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.72 It Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.695 D Min Brg Width Req= - S Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.352 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.248 Bearing A Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 531 -628 B-C 62 -96 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.287' Chords Tens.Comp. Lumber grades designated with"13B"use design A-D 16 -16 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Shim all supports to solid bearing. The overall height of this truss excluding overhang is 3-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10232/T6/JACK Custom Qty: 8 FROM: DRW: J11 Wgt:11.9 lbs / ... 10/15/13 12 C 6 11'10"4 3X4 B o 3X4(C4)C4) N 10'1"2 r 3' 'i8 3' "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.004 B 999 226 A 125 /9 /76 /- /52 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.008 B 999 180 D 32 /2 /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 B - - C 56 /43 /35 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.270 D Min Brg Width Req= C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.152 gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.101 C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 305 -390 B-C 26 -73 Lumber Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 - PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10110/T7/HIPS Custom Qty: 1 FROM: DRW: T01 Wgt:92.4lbs / ... 10/15/13 5' 9'10"8 14'9" 19'9" 5' + 4 10"8 '+ 4'10"8 S' =6X8 1112X4 =6X8 12 C D T2 E T 0 ,4X5[5] 4X5[29] =3X4(8 ) B F 1112X4 =3X8 1112X4 1112X4 G=3X4(B2) PIII N M L K I 20'11" III 2QX4 OIII X4[9] =H0310 1112X,4[25] H 1112X4 2'5"8 2'8"4 4'8"12 1' 3'8"12 2'8"4 2'5"8 2'S"8 5'1"12 9'10"8 10'10'8 14'7"4 17'3"8 19'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.230 D 999 240 A 1214 /628 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.443 D 531 235 G 1214 /628 /- /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.171 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.330 H A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:22.72 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.656 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.378 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 325 -615 D-E 1734 -3244 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 1535-2914 E-F 1535 -2914 Lumber Purlins C-D 1734-3244 F-G 326 -615 Top chord 2x4 SP M-30:T2 2x4 SP#2-13B: In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP M-30 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"136TC 24 0.06 19.75"use design TC 24 5.00 5.00 A-0 334 -183 L-K 2633 -1374 values approved 1/30/2013 by ALSC TC 24 14.75 14.75 B-P 2534-1328 K-1 2606 -1366 Special Loads BC 28 0.06 1.02 Q-0 69 -37 J-H 69 -37 BC 28 0.81 2.31 P-N 2606-1366 I-F 2535 -1329 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 28 1.02 2.46 N-M 2633-1374 H-G 334 -183 TC-From 56 pIf at 0.00 to 56 pIf at 5.00 BC 70 2.31 17.44 M-L 2633-1374 TC-From 28 plf at 5.00 to 28 p1f at 14.75 BC 70 17.29 18.73 TC-From 56 plf at 14.75 to 56 pIf at 19.75 BC 70 17.44 18.94 Maximum Web Forces Per PI (lbs) BC-From 10 plf at 0.00 to 10 plf at 2.46 BC 28 18.73 19.69 y BC-From 10 plf at 2.46 to 10 plf at 5.01 BC 70 10.88 10.88 Webs Tens.Comp. Webs Tens. Comp. BC-From 5 plf at 5.01 to 5 pIf at 10.88 Apply purlins to any chords above or below fillers BC-From 5 plf at 10.88 to 5 plf at 14.74 at 24"OC unless shown otherwise above. B-Q 473 -859 M-E 670 -391 BC-From 10 pIf at 14.74 to 10 plf at 17.29 P-0 315 -160 K-E 388 -105 BC-From 10 plf at 17.29 to 10 plf at 18.87 Additional Notes C-N 387 -105 J-1 315 -160 BC-From 10 plf at 18.87 to 10 plf at 19.75 The overall height of this truss excluding overhang is C-M 670 -391 H-F 473 -859 TC- 249 lb Conc.Load at 5.01,14.74 3-0-10. D-M 356 -460 TC- 134 lb Conc.Load at 7.06,9.06,10.69,12.69 BC- 115 Ib Conc.Load at 5.01,14.74 BC- 47 Ib Conc.Load at 7.06,9.06,10.69,12.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [51 W4X5 5.50 R 1.25 [9] W2X4 S 2.75 [25] W2X4 S 2.75 [29] W4X5 0.50 L 1.25 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 - PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10115/T81/COMN Custom Qty: 7 FROM: DRW: T02 Wgt:91.0lbs / ... 10/15/13 6'10"2 9'10"8 12'10"14 19'9" 6,10"2 '+ 3'0"6 '} 30.6 I 6,10"2 D=4X4 12 6 2X4 C E y 2X4 v in �n A3X4rr5 B 23X4125] 3X4(62 F G=3X4(B2) io N =3�8 K 1112X4 I 20'11" 1112X4 1112X4 =3X4 1112X4[20] O M III 2X4[10] J H 1112X4 8 7'5" 1' 6'5" 2'5"8 2'S"8 9'10"8 10'10'8 17'3"8 19'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct.NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.218 M 999 240 A 648 /313 /289 /- /124 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.430 M 547 235 G 648 /313 /289 /- /- . /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.147 H - - Wind reactions based on MWFRS Des L(: 32.00 EXP:C HORZ(TL): 0.289 H A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:23.94 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.498 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.281 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 182 -333 D-E 496 -905 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 584-1186 E-F 584 -1185 Lumber Additional Notes C-D 496 -905 F-G 182 -333 Top chord 2x4 SP M-30 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B 5-5-14. Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design A-0 163 -124 K-1 1024 -436 values approved 1/30/2013 by ALSC B-N 975 -404 J-H 48 -32 O-M 48 -32 I-F 974 -404 Plate Shift Table N-L 1024 -436 H-G 163 -124 JT Plate Lateral Chord JT Plate Lateral Chord L-K 1024 -436 No Size Shift Bite No Size Shift Bite [5] W3X4 3.75 R 1.50 [10] W2X4 S 2.25 [20] W2X4 S 2.25 [25] W3X4 0.50 R 1.25 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins B-0 301 -372 L-E 300 -391 In lieu of structural panels or rigid ceiling use purlins N-M 140 -98 J-1 140 -98 to laterally brace chords as follows: C-L 301 -392 H-F 301 -373 Chord Spacing(in oc) Start(ft) End(ft) D-L 739 -411 TC 24 0.06 19.75 TC 24 9.88 9.88 BC 28 0.06 1.02 BC 28 0.81 2.31 BC 28 1.02 2.46 BC 100 2.31 17.44 BC 100 17.29 18.73 BC 100 17.44 18.94 BC 28 18.73 19.69 BC 100 10.88 10.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:10331/T12/SPEC Custom Qty: 1 FROM: DRW: T03 Wgt:156.81bs / ... 10/15/13 5' 10'10"8 15' 16'3"11 21'8"15 2T7"7 32'7"7 5' 5'10"8 1'3"1 5'5"45.10 5' 12s6X12 =3X4 =X0F 310 =3X�4�[23] =6X12 Cp 6 p 2X4 T W b y3X4 B W2 I $3X4 4X8(B2)A J=4X8(B2) 1 gi° =4 -= - - _ I = 1 = - p P O N M L K 5'1"12 5'4"4 1'6" 43"11 4'3"12 1'6" 5'44 5'112 5'1"12 1 12' 16'3"11 20'7"7 22'1" 21511 31 1'7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.511 F 755 385 A 2212 /11089 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.981 F 393 385 J 2203 /11084 I- /- / /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.103 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.198 C A Min Brg Width Req= 5.5 J Min NCBCLL:10.00 Mean Height:22.72 ft Code I Misc Criteria Creep Factor:1.5 Width Req= 5.5 A Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.937 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2055-4124 F-G 3514 -6959 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2023-4073 G-H 3024 -6013 Lumber Purlins C-D 3049-6061 H-1 2014 -4057 D-E 3514-6959 I-J 2046 -4109 Top chord 2x4 SP M-31 In lieu of structural panels or rigid ceiling use purlins E-F 3514-6959 Bot chord 2x4 SP M-31 to laterally brace chords as follows: Webs 2x4 SP#3-13B:W2,W8 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' TC 24 0.00 32.62 Maximum Bot Chord Forces Per Ply(Ibs) Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' BC 51 0.00 32.62 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design Apply,purlins to any chords above or below fillers A-O 3562-1768 N-M 6115 -3091 values approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. O-P 3566-1761 M-L 6115 -3091 Special Loads Additional Notes P-0 6163-3118 L-K 3553 -1754 The overall height of this truss excluding overhang is O-N 6163-3118 K-J 3548 -1761 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 3-0-10. TC-From 56 plf at 0.00 to 56 plf at 5.00 Maximum Web Forces Per Ply(Ibs) TC-From 28 plf at 5.00 to 28 plf at 27.62 TC-From 56 plf at 27.62 to 56 pIf at 32.62 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 5.01 C-O 136 0 N-G 946 -474 BC-From 5 plf at 5.01 to 5 plf at 27.61 C-P 2781 -1435 G-L 649 -978 BC-From 10 plf at 27.61 to 10 plf at 32.62 TC- 235 Ib Conc.Load at 5.01,27.61 P-D 659 -981 L-H 2742 -1415 TC- 128 Ib Conc.Load at 7.06,9.06,11.06,13.06 D-N 892 -444 K-H 140 0 15.06,15.56,17.56,19.56,21.56,23.56,25.56 N-F 449 -556 BC- 171 Ib Conc.Load at 5.01,27.61 BC- 72 lb Conc.Load at 7.06,9.06,11.06,13.06 15.06,15.56,17.56,19.56,21.56,23.56,25.56 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] W4X5 1.50 R 1.50 [18] W3X8 S 1.25 [23] W3X4 S 1.25 [24] W4X5 3.50 R 1.50 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer rAP X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 - PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10306/T14!COMN Custom Qty: 2 FROM: DRW: T05 Wgt:154.0lbs .. / ... 10/15/13 L 8'3"10 23'81 4 83163"11 " 7 10 753 7.5'3 1� 23710 D=5X5 12 m 6 0o03X4 B C E% 33X4 OD in (a) (a) =4X4(B2G--4X4(B2) yo $,20'11 L K J I H 8'114 3'10"2 4'3"11 4'3"5 310"9 8'1"14 8'1"14 12' 16'3"11 20'7" 24'5"9 3ZT7 Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.126 J 999 389 A 1071 /226 /480 /- /209 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.248 J 999 389 G 1071 /226 /480 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.116 H A Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:25.55 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.706 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.798 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.381 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0-0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 809-1854 D-E 669 -1285 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 638-1301 E-F 638 -1301 Lumber C-D 669-1285 F-G 809 -1854 Top chord 2x4 SPB Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-132-13 B Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design A-L 1567 -606 J-1 1566 -607 values approved 1/30/2013 by ALSC L-K 1566 -607 I-H 1566 -607 Bracing K-J 1566 -607 H-G 1567 -606 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins L-B 237 0 J-F 345 -599 In lieu of structural panels or rigid ceiling use purlins B-J 345 -599 F-H 237 0 to laterally brace chords as follows: D-J 629 -282 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 32.62 TC 24 8.88 8.88 TC 24 16.31 16.31 TC 24 23.74 23.74 BC 120 0.06 32.56 BC 120 12.00 12.00 BC 120 20.58 20.58 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael CT Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10281/T51/SPEC Custom Qty: 6 FROM: DRW: T07 Wgt:117.6 lbs I ... 10/15/13 8'10'14 16'3"12 212"8 8'10"14 7'4"13 4'10"12 C=1X4 2X4[16] D 12 e 6 ;5X7 (a) (a) n m3X4(2) T 20'11" �3C4 a3F8 4f1 88'115 3'0"1'1 432 42110"182 115 '212 E Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft(CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 H 999 253 A 698 /132 /348 I- /226 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 H 999 253 E 694 /181 1312 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.023 F A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:25.55 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.813 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0MWFRS Parallel Dist:In to 2h Rep Factors Used:Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply(Ibs) " C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 381 -1050 C-D 255 -419 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 248 -475 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-138 A-H 845 -461 G-F 843 -461 Lumber grades designated with"1313"use design H-G 843 -461 F-E 0 0 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral bracing equally spaced on member. H-B 267 0 F-D 524 -260 B-F 361 -620 D-E 394 -675 Plate Shift Table C-F 137 -31 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [16] W2X4 1.50 R 1.50 [17] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.21 BC 113 0.06 21.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 8-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 - Sherrer-FerrinRes Ply:1 SEQN:10421/T44/SPEC Custom Qty: 1 FROM: DRW: T09 Wgt:196.0lbs / ... 10/15/13 77"12 "8'10"l� 5 11'93•"•31 14 '0" 3257 Y7 1.2"1 6 T6 5"7 2 GI'5X5(R1) =3X4 F 12 6 03X4 E H k3X4 `O 03X4 O (a) i 3X4[30] io T4 03X4 B C 4k3X4 s4X5(F3)A K=5X5(Et) 3X4 4 Q a P O s5X = X d 3 N M p2X4[31] 12 25'1"12 -�- 7'3.11-� 2'3"15 5'0"5 5'3"13 1'10"7 7'10"15 T 5 T3"11 2'3"15 7'4"4 12'8"i 14'6"8 22'57 25'112 32'5"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 P 999 301 A 758 /366 /356 /- /209 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 J 472 180 L 1369 /704 /562 /- /- /5.5 BCDL: 5.00 Risk Category:It Snow Duration:NA HORZ(LL): 0.036 M - - K 150 /146 /85 !- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.073 M Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.55 ft Code/Misc Criteria Creep Factor.1.5 A Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.619 L Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 K Min Brg Width Req= 3.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.755 Bearings A,L,&K Fcperp=565psi. C&C Dist a:9.00 ft FTlRT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE I VIEW Ver:13.01.04.0627.14 Lumber Additional Notes A-B 936-1970 F-G 511 -636 B-C 937-1916 G-H 207 -199 Top chord 2x4 SP#2-13B:T4 2x4 SP M-30: Shim all supports to solid bearing. C-D 663-1339 H-1 176 -237 Bot chord 2x4 SP#2-13B The overall height of this truss excluding overhang is D-E 471 -864 I-J 472 -204 Webs 2x4 SP#3-13B 8-8-8_ E-F 495 -832 J-K 1052 -1161 :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.287' Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Lumber grades designated with"138"use design Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. A-Q 1704 -802 N-M 459 -42 Bracing Q-P 1609 -767 M-L 230 -332 (a)Continuous lateral bracing equally spaced on P-0 1147 -478 L-K 245 -356 member. O-N 586 -116 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [30] W3X4 2.50R 1.25 [31] W2X4 S 2.25 Q-C 322 -110 F-N 368 -666 C-P 310 -462 N-G 637 -316 Purlins P-D 251 -37 G-M 273 -681 In lieu of structural panels or rigid ceiling use purlins D-0 378 -555 M-1 713 -205 to laterally brace chords as follows: O-F 482 -233 I-L 701 -1277 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 32.45 BC 27 0.00 2.33 BC 82 2.33 12.67 BC 23 12.67 14.54 BC 75 14.54 32.45 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10386/T4/COMN Custom Qty: 1 FROM: DRW: T11 Wgt:58.8lbs / ... 10/15/13 7'6" 15' 7'6" 7'6" C,,r4X4(R 1) 12 6 o_ io ,3X4 B 3X4 F 1114X5 ;4X5(F3) =4X5(F3) T A E 1 2011t -L „ a 3 12 7'6" 7'6" 7'6" 15' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.140 B 999 240 A 495 /233 /217 /- /94 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.354 B 507 180 E 495 /233 /217 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.075 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.190 B A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:23.35 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.813 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.532 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.485 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 810-1488 C-D 539 -1154 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 539-1154 D-E 851 -1488 Lumber Top chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B A-F 1032 -397 F-E 1032 -397 :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.287' :Rt Slider 2x4 SP#3-138:BLOCK LENGTH= 2.287' Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. F-C 577 -150 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.00 BC 91 0.00 15.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-3-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 - PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10368/T28/HIPS Custom Qty: 1 FROM: DRW: T13 Wgt:68.6lbs / ... 10/15/13 5' 10' 15' 5' S' 5 5X5 =5X7 C T2 D 12 T 6 � 3X4 B E 3X4 0 �4X8(F3) i0510 B2 G =48(F3) 1 H 5X5(SRS) T 20'11" a 3 12 5'1"8 5,1„8 4' 5-1"8 9'10"8 15' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.137 G 999 240 A 1022 /482 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.265 G 680 180 F 1022 /482 /- /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.100 G - - AWindl�rieag icons based n MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.194 G Mean Height:22.72 ft Code 1 Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 5.5 NCBCLL:10.00 9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.560 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.963 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.350 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1507-3153 D-E 1470 -3098 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 1471 -3100 E-F 1506 -3151 C-D 1312-2792 Lumber Wind Top chord 2x4 SP#2-13B:T2 2x4 SP M-30: Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2-13B:B2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-136 Additional Notes Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.28T The overall height of this truss excluding overhang is A-H 2830-1326 G-F 2828 -1325 :Rt Slider 2x4 SP#3-138:BLOCK LENGTH= 2.287' 3-0-10. H-G 2790-1311 Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-H 881 -244 G-D 881 244 TC-From 56 plf at 0.00 to 56 plf at 5.00 H-D 2 0 TC-From 28 plf at 5.00 to 28 plf at 10.00 TC-From 56 plf at 10.00 to 56 plf at 15.00 BC-From 10 plf at 0.00 to 10 plf at 5.12 BC-From 5 plf at 5.12 to 5 plf at 9.88 BC-From 10 plf at 9.88 to 10 plf at 15.00 TC- 236 Ib Conc.Load at 5.01,9.99 TC- 131 Ib Conc.Load at 7.06,7.94 BC- 171 Ib Conc.Load at 5.01,9.99 BC- 72 Ib Conc.Load at 7.06,7.94 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.00 BC 59 0.00 5.12 BC 57 5.12 9.88 BC 59 9.88 15.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE6X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 - - PE No.71457 Sherrer-FerrinRes Ply:2 SEQN:10423/T9/FLAT Custom Qty: 1 FROM: DRW: T15 Wgt:260.4 lbs 10/15/13 69" 136 69' 69" 44x4�ot �2X4�2) 04X4[41 A B 2atr F E 0 �4X5[tr6X8 69' Y4X5[51 69' 69 13'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.050 B 999 240 F 3415 /1062 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 B 999 180 D 3373 /1050 /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - Wind reactions based on MWFRS EXP:C HORZ(TL):-0.006 C F Min Brg Width Req= Des Ld: 32.00 D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:30.50 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.261 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.478 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.982 C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 305 -929 B-C 305 -929 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:13 01 04 0627 14 Maximum Bot Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins F-E 0 0 E-D 0 0 Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(Ibs) Lumber grades designated with"136"use design TC 24 0.00 13.50BC 120 0.00 13.50 Webs Tens.Comp. Webs Tens. Comp. values approved 1/30/2013 by Al-SC Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. A-F 445 -1361 E-C 1562513 Nailnote A-E 1562 -513 C-D 444 -1359 Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached B-E 469 -1070 spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @ 8.50"o.c. Bot Chord:1 Row @ 5.00"0. Wind Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind loads and reactions based on MWFRS. in each row to avoid splitting. End verticals not exposed to wind pressure. Special Loads Additional Notes ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Truss must be installed as shown with top chord up. TC-From 4 plf at 0.00 to 4 plf at 13.50 BC-From 5 plf at 0.00 to 5 plf at 13.50 The overall height of this truss excluding overhang is TC- 35 Ib Conc.Load at 0.90,12.60 9-7-0. TC- 101 Ib Conc.Load at 2.90,10.60 TC- 8931b Conc.Load at 4.81,8.69 TC- 445 Ib Conc.Load at 6.69 BC- 694 Ib Conc.Load at 1.69,3.69,5.69,7.69 9.69,111.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [0] W4X4 2.25 R 1.75 [11 W4X5 S 3.75 [21 W2X4 S z25 [41 W4X4 1.75 R 1.75 [51 W4X5 S 3.75 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation, Florida Engineer rPE Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN.10255/T30/COMN Custom Qty: 1 FROM: DRW: T17 Wgt:47.6lbs / ... 10/15/13 6'94 13'6"8 6'9"4 6'9"4 r4)(Tl) 12 6 v ih 6 At3X4(132) =3XC4(B2) -117 - 030'6" III 2X4 D 6'9"4 6'9"4 6'9"4 13'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 A 445 /125 /190 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 D 999 180 C 445 /125 1190 /- /- /3.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.012 D A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:32.75 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 3.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.508 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.358 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.085 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 358 -613 B-C 358 -613 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B A-D 479 -216 D-C 479 -216 Webs 2x4 SP#3-13B Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins B-D 224 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 13.54 TC 24 6.77 6.77 BC 120 0.06 13.48 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-11-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:10241/TS/SPEC Qty: 1 FROM: DRW: Custom Wgt:53.21bs / ... 10/15/13 T19 6'6" 13' 6,6„ 6,6„ C-4X4 12 6 p 0 � eTJgo \31V(C4)° y3X4 B3X4(C4) 4( C 4) E3X4(C4A 10'1"2 11124 12, j 6,6„ 6'6" 6'6" 13' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W - 183 /3.5 TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 B 999 240 A 427 /124 /212 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.041 B 999 180 E 427 /124 /212 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 B Wind n Brg Width Req eactions based =M3 FRS EXP:C HORZ(TL): 0.038 B Des Ld: 32.00 E Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 it Code/Misc Criteria Creep Factor:1.5 Bearings A&E Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.361 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.253 Load Duration:1.25 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:Camber: Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 635 -805 C-D 246 -474 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 246 -474 D-E 635 -804 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B Chords Tens.Comp. Bot chord 2x4 SP#2-13B F-E 372 -122 Webs 2x4 SP#3-13B :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber grades designated with"13B"use design Webs Tens.Comp. values approved 1/30/2013 by ALSC C-F 179 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.00 BC 75 0.00 13.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-9-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Bus neTechnology s No.54is a fictitious name owned 7 4745 Sutton Park Court,Sui a 4Jax 02,Jacksonvex viilllle!FL 321224a 904.821.5200 Florida Engineer rAPX Jeffrey P Arneson Derek B Murray Michael G Kozlowski PE No.60839 PE No.58544 PE No.71457 - ?i rL�Jr1r� CITY OF ATLANTIC BEACH � X11 J 800 SEMINOLE ROAD ..J � ATLANTIC BEACH, FL, 32233 INSPECTION PHONE LINE 247-5814 Jf3 )r> Application Number . . . . . 13-00003549 Date 12/05/13 Property Address . . . . . . 1322 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 375900 ------------------------------------------- Application desc NEW HOME ------------------------------------------- Owner Contractor ------------------------ LINDLEY TOLBERT DESIGN BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL FloodZone-------------------ZONE-X ----- - ------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 24 FIXTURES Sub Contractor COGBURN AND WAKEFIELD PLBG . 00 Permit Fee . . . . 223 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/03/14 ------------------------------------- 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list PERMITISc-OfJ2UAV& .AnArAC�F` (RtE ]Wtp"C qA �A��C�� al��rrAl�i�-AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J33 �• Page 2 Application Number . . . . . 13-00003549 Date 12/05/13 ---------------------------------------------------------- Special Notes and Comments (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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 BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 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 ----------------------------- Other Fees . . STATE PLBG DCA SURCHARGE 3 . 35 STATE PLBG DBPR SURCHARGE 3 . 35 ------------------------------------------------- Fee summary Charged Paid Credited -- -Due- - ----------------- ---------- ---------- ----- Permit Fee Total 223 . 00 223 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 6 . 70 6 . 70 . 00 . 00 Grand Total 229 . 70 229 . 70 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904)247-5845 .TOB ADDRESS: � 3 Z Z- 0 e on 13)1 d PERmrr# i 3 - 3 sy y NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QT' Bathtub 3 Septic Tank& Pit Clothes Washer Shower — Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet L4 -- Hose Bibs 3 Urinal Vacuum Breakers Kitchen Sink =— Water Connected Appliances Laundry Tray Water Heater Lavatory Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY 7)'PE of FIXTURE QT' Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry l.nk Water Connected Appliances Lavatory ray Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plus) ❑ Lawn Sprinkler System-Number of Heads ❑ Well *# ** **SJR" Well Completion Form. Completed form to be submitted to the Building Department for 5nal inspection. ❑ Other or work is suspended or abandoned for six months,1 hereby fy that I have read Permit becomes void if work does not commence within a six month period this work will be oarg►liel with whether specified this applicatiao and loww the same to be true and correct_ All provisions of laws and ordinances governin g or not. The permit does not give s nhonty to violate the provisions of any other state or local law regulation eonstiuction or the performance of construction. Property Owners Name 6�5� u, r�,,,� a 3 Z �><�a�-��rts Phone Number 2`l Iy Plumbing Company b y A---, In f i P( ,►� b Office Phone 3 3'1, 3 15 3 Fax 37 -C-031 S- City Tp>Z State�Zip Co. Address: � A'�'� State Certification/Registration# License Holder(Print): Notarized Signature of License Holder )4" worn and/ bbed fore me y, f 220-L5scri •5�`Av pVB MARIA PIMIENTA Notary Public•State of Florida tgllature of Notary bl'c r '�?My Comm.Expires Jan 26,2015 Commission#EE 59080 Bosco Site Information 1322 Ocean Blvd, Duval Structural Engineer of Record Geoffrey Wayne Gartner PE No 59328 PEX J��i"�tj7 WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 15 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2010 Residential/TPI-2007 Design Program: ITW VIEW v11.01.00 This Package inlcudes 53 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 Sherrer-FerrinRes F01 1/26/2013 29 Sherrer-FerrinRes GE01 1/26/2013 2 Sherrer-FerrinRes F02 1/26/2013 30 Sherrer-FerrinRes GE02 1/26/2013 3 Sherrer-FerrinRes F03 1/26/2013 31 Sherrer-FerrinRes GE03 1/26/2013 4 Sherrer-FerrinRes F04 1/26/2013 32 Sherrer-FerrinRes HJ02 1/26/2013 5 Sherrer-FerrinRes F05 1/26/2013 33 Sherrer-FerrinRes HJ02A 1/26/2013 6 Sherrer-FerrinRes F06 1/26/2013 34 Sherrer-FerrinRes J04 1/26/2013 7 Sherrer-FerrinRes F07 1/26/2013 35 Sherrer-FerrinRes J04A 1/26/2013 8 Sherrer-FerrinRes F08 1/26/2013 36 Sherrer-FerrinRes J05 1/26/2013 9 Sherrer-FerrinRes F09 1/26/2013 37 Sherrer-FerrinRes J05A 1/26/2013 10 Sherrer-FerrinRes F10 1/26/2013 38 Sherrer-FerrinRes J06 1/26/2013 11 Sherrer-FerrinRes F11 1/26/2013 39 Sherrer-FerrinRes T01 1/26/2013 12 Sherrer-FerrinRes F12 1/26/2013 40 Sherrer-FerrinRes T02 1/26/2013 13 Sherrer-FerrinRes F13 1/26/2013 41 Sherrer-FerrinRes T03 1/26/2013 14 Sherrer-FerrinRes F14 1/26/2013 42 Sherrer-FerrinRes T04 1/26/2013 15 Sherrer-FerrinRes F15 1/26/2013 43 Sherrer-FerrinRes T05 1/26/2013 16 Sherrer-FerrinRes F16 1/26/2013 44 Sherrer-FerrinRes T06 1/26/2013 17 Sherrer-FerrinRes F17 1/26/2013 45 Sherrer-FerrinRes T07 1/26/2013 18 Sherrer-FerrinRes F18 1/26/2013 46 Sherrer-FerrinRes T08 1/26/2013 19 Sherrer-FerrinRes F19 1/26/2013 47 Sherrer-FerrinRes T09 1/26/2013 20 1 Sherrer-FerrinRes FG1 1/26/2013 48 Sherrer-FerrinRes T14 1/26/2013 21 Sherrer-FerrinRes FGE1 1/26/2013 49 Sherrer-FerrinRes T15 1/26/2013 22 Sherrer-FerrinRes FGE2 1/26/2013 50 Sherrer-FerrinRes T18 1/26/2013 23 Sherrer-FerrinRes FGE3 1/26/2013 151 1 Sherrer-FerrinRes T19 1/26/2013 24 Sherrer-FerrinRes FGE4 1/26/2013 25 Sherrer-FerrinRes FGES 1/26/2013 t`��1�M lj ri It/ 26 Sherrer-FerrinRes FGE6 1/26/2013 ��i�t<•�...URR9'/.,� 27 1 Sherrer-FerrinRes FGE7 1/26/2013 �``tie,•' C. rr S F '• pis 28 1 Sherrer-FerrinRes FGE8 1/26/2013 Q • \' 71457 Apex Technology Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. OF LL] Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224 ST AT E (904)821-5200 Q •• ` The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing I S• �� for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance Derek B.Murray with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers PE No 71457 11/26/2013 Job#SHERRER-FERRINRES BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 404.51 225.00 1 17'10"15 T14 HIPM 6.00/12 Pitch 1 -Ply 1 1125.01 553.00 2 1221.01 626.00 1 13'06"00 T15 FLAT 0.00/12 Pitch 2-Ply 1 4011.80 1829.00 2 3973.28 1819.00 1 32'05"07 T18 SPEC 6.00/12 Pitch 2-Ply 1 3700.21 1818.00 2 2797.19 1262.00 3 197.52 126.00 1 06'00"01 T19 FLAT 0.00/12 Pitch 2-Ply 1 572.89 328.00 2 590.44 338.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 15 19'09"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 1073.75 0.00 2 1073.75 0.00 6 14'11"12 F02 SY42 0.00/12 Pitch 1 -Ply 1 458.79 0.00 2 693.47 0.00 3 596.61 0.00 5 14'11"12 F03 SY42 0.00/12 Pitch 1 -Ply 1 825.16 0.00 2 810.01 0.00 5 15'05"04 F04 SY42 0.00/12 Pitch 1 -Ply 1 836.55 0.00 2 836.55 0.00 4 13'06"12 F05 SY42 0.00/12 Pitch 1 -Ply 1 732.10 0.00 2 747.27 0.00 6 13'03"12 F06 SY42 0.00/12 Pitch 1 -Ply 1 732.19 0.00 2 732.19 0.00 2 14'00"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 736.90 0.00 2 1498.29 0.00 5 14'00"00 F08 SY42 0.00/12 Pitch 1 -Ply 1 757.50 0.00 2 757.50 0.00 2 16'07"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 1039.67 0.00 2 774.52 0.00 4 20'01"00 F10 SY42 0.00/12 Pitch 1 -Ply 1 1092.09 0.00 2 1092.09 0.00 1 03'10"08 F11 SY42 0.00/12 Pitch 1 -Ply 1 199.07 0.00 2 214.68 0.00 1 23'08"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 1287.88 0.00 2 1302.98 0.00 3 13'03"00 F13 SY42 0.00/12 Pitch 1 -Ply 1 714.92 0.00 2 730.08 0.00 2 13'06"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 732.69 0.00 2 736.89 0.00 2 07'09"15 F15 SY42 0.00/12 Pitch 1 -Ply 1 418.04 0.00 2 418.04 0.00 1 07'09"15 F16 SY42 0.00/12 Pitch 1 -Ply 1 418.04 0.00 2 418.04 0.00 4 07'09"15 F17 SY42 0.00/12 Pitch 1 -Ply 1 418.04 0.00 2 418.04 0.00 1 19'09"00 F18 SY42 0.00/12 Pitch 1 -Ply 1 1073.75 0.00 2 1073.75 0.00 Page 2 of 3 tiD U O c r m 1 x w C m m m zX � „c°� nTco ti mrn � un � t� w Cnry W -- m °mccm OD z m^ D m � • A= D Y mO D z x G] W o -i � z m � D O O m nm nm 6 6O O A m m 7 N, D m z cn m -i C m cl)m 0 G 21 n m r m ^ m z °T � os - z � n p p O m m m � z m m0 Z°�� Q m -{ = Q 0 O n D � r-- � o, x N 0 o Zo O -0 (q m — _� C0 p0 m mX � � m o Z � ow ND mD r- 0o OC cn G) D mD >o �+ � ax 5 --i m0 m mm � z m m ZZ O � m � O � m -I p Dm DG) '0 co --•1 z mC = Cn m m 55m n � D 'm o Cn r m m - r Z OZ p D °l N � rn Oo � o mm Cn � ,, c � Ao A x D m m m m O m z � m n 0 o v, X m � � r= m �' G) m p z D m2 z � no oGz -' � z = c� z — D Cl) O pO Co co mD O z O O oma° O m m -I � GO Z O z t D D 5D A ny � = C7 Fn co m D DD Oz <o o +, x O � 7) O � z n � DC7 0o N VWF m zz �_ O C_ p 00 n �D D c m Z < r z � z S C 0o N z Z m C p p < Cn D O mZ x = O zQ m z m = a N � O OC p G) D p03 m o m o C C D p (n zZ Z < cin v O m y m m r- D m <o Zcn cn D zc) O m ' O Q Z W m D 0 � C D z < oA z CTI o �7 D O D C7 m �7_ ZD � Gr z D mm� NN m m m OZ mm </ mQm ^ mD p l 1 N GO0 o D cn = cn m m 00 2rLn mp c 0 m O OCl) zz m OS om cn D ZO Cn p C z c � Z p C)> zm L D m m 0 mm * z oN C � 0 �' m mm mG) M' O r z G) � O Cl) Q p m G) z C D z m X? �D S m mm zx Om 0 A S z �O 00 z0 n� 0, z D D m z n m I 0� z0 �c xm Nz O D - - Dm Z,O lz HIP GIRDER m REFER TO PLACEMENT PLAN C)D FOR NO OF PLIES mm mmX O� mm m0 m m z {O 00 JACK x n m D 0, S r z0 Ox Oy 0 D JACK zm 00 N� m 00 MZ m C m �m 0 m JACK z D z <O O� c- c- C-- c- c- zn n C n� 1-NT O0 Z 0 Z D Sx Az cn 'o I m V o� L um_,m - N x U) C/) n L W ms G7 _ . m � O2� Dy = w O m � O � C� O � >� o � x C9 m 0mz 1, OW OzXO �' � m° Oc' 0`, Z0 = wmZ0 > OZ0 0v O o O DTZO �> C) mz � nm mG) p D C n O D z p �-) D z � Dcci) zv) Omzr z0DO� DzzC� O G7 r —I O U) --q c OOD -i m O � 000 � mv» Q°CC) zO � Q° mz � sp co O D c m O ° O O O m D 0 D O O D O = r n Z O D mm • cn m r � FZG. n<_ z> �D Dm Z() m I 0, 20 y C _S N �D m 0 D A �m U) z m �o m O z 2< z N U) wp -< D x co z) co 0� D r p —I m� � N O O O pZ m n m n 0o Z--ij z O O >< CO x D -ZI NEfZ x0 C/) W C mD D --i c0 0 x D m �- U)oD C)on Z x D0 = n = A 0o m D x z Z N O 1 D p to NIS N 0o m Z c m mm o"' OD W zZ <o O z� 0a � zb n zN = X 5 O 00 C m �� - D= TF- ,0 = gym DD N� = c Z G)m z mN � OD = D` O � � Q!A ti Cl) a 0m = > ti D O = oZ � A, 0, Js co a ac v a 00 o C A- o 10 _v 6y o D C) E O m mm • > Q —ZI r Q —0 • co D D r C7 � m $ C/) - — e FIZG.6) m �vREFER TO GABLE END \ 7 \ ƒ / BRACING DETAIL > - � — \\ / PQ \ ƒ \ �z o / § > x � w m / \ / 2 \ / / \ / © / / / } / z c E / § PQ\ �Cf / ms e am > / , / 2 @ / ® 2m ® @ _ / om ' > _ \\ / / � � � ol $ � / \ ~ / on \ \ z * / rQ % \ \ § / // Cn Z{ \-0 -A 10 @ - � o e / © f / ƒ / J / s2 > 0 © � \ / / _§ / � E / c _ > m z mo j ? / > o / ® e@ S \} 00 < \ / / / f \ 22 / e > / / 7 = pf / o / / 22 / z > e z / m e / /* / ® \ 2 5 z @ 31, / § P § n \ / � 92 e > o e § cf) $ \ / \ \ 2 � % 2 § � 22 / \ } % % / \ _ ® / / A / / � ? 0 O ® 2 / / cyf g / 2 2 2 m G) \ e g / e � / � � e 3 Sherr Cusco r-FerrinRes Ply:3 SEQN:8958/T41/FLO�DRW:Custom Qty: 1 FROM:B01Wgt:00It T io C B D 1 A+101 2 21'6"2 21'6"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - - BCLL: 0.00 Enclosure:NACLu:NA Cs:NA VERT(TL): 7999 /- /- /- /- /5.5 ( ):0.000 - - - D 7275 /- / /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A C Min Brg Width Req= 2.9 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 A D Min Brg Width Req= 2.6 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens-Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver.13.01.04.0627.14 Lumber 1.9E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Feb.2011. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @__"o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" "'Warning:Fastening of plies required— Special Loads --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 15 pit at 0.00 to 15 plf at 21.51 BC- 810 Ib Conc.Load at 0.89,2.89,4.89,6.89 8.89 BC- 732 lb Conc.Load at 1.51,3.51,5.51,7.51 9.51,11.51,13.51,15.51,17.51,19.51 BC- 597 lb Conc.Load at 10.89,12.89,14.89,16.89 18.89,19.90 Additional Notes Floor Joist Header:1.750"x18.0"1.9E Microllam LVL Deflection meets U360 live and U344 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is -109-1-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer eAP E X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Sherrer-FerrinRes Ply:1 SEAN:9082/T2/SY42 Custom Qty: 15 FROM: DRW: FOt Wgt:107.81bs / ... 11/22/13 L 10,6„ 1,3„ 8' 2,6„ (TYP) TqD QIII2X4 7=4X8S1112X4 =3X3 1112X4 =3X4 1112X4 =4X8 1112X4 + J 1 10'1"2 3X8[5] =3X3 1112X4 =3X8[12] —97 P O N M L K =3X8 3X8 L ♦ 19'91, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.315 E 732 360 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.494 E 467 308 P 1074 / / /- /- /5.5 VERT(TL): K 1074 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 B - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.074 B K Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.575 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.753 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.601 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -3251 I:NA GCpi:NA Plate Type(s): B-C 0-2604 F-G 0 -2587 Wind Duration:NA WAVEVIEW Ver:13.01.04.0627.14 C-D 0-2604 G-H 0 -2587 Lumber Additional Notes D-E 0-3248 H-1 1 0 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"138"use design Truss must be installed as shown with top chord up. P-0 1522 0 M-L 3247 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is O-N 3184 0 L-K 1516 0 Plate Shift Table 1-8-0. N-M 3251 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Pty(Ibs) [5] W3X8 4.00 L 1.25 [12] W3X8 4.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins Q-P 0 -10 M-F 172 -56 In lieu structural panels rigid ceiling use purlins 0 -105 F-L 0 -904 ins P-B 0-1789 G-L 22 -275 to laterally f brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-0 1262 0 L-H 1250 0 TC 24 0.25 19.50 C-0 0 -234 H-K 0 -1782 BC 120 0.25 19.50 O-D 0 -677 I-K 0 -106 Apply purlins to any chords above or below fillers D-N 420 -230 K-J 0 -10 at 24"OC unless shown otherwise above. N-E 41 -133 Camber Max JT VERT DEFL:LL:0.31"DL:0.22" recommended camber 1/4" End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:8947/T46/SY42 Custom Qty: 5 FROM: DRW: F03 Wgt:82.61bs / ... 11/22/13 f 8' 1'8"12 } 5'3" (TYP) - III1dQ =4X5 111ff3 =6X3 III e3 =V5 1111�C3 T M B 1 101^2 L =4X5[5] 1111 3X X3 = 4 =3X4 =3X8 K J I H 14'11"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.197 D 897 360 L 825 /- /- /- /- 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.350 D 504 240 H 810 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - L Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.065 B H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.836 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.391 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A_B 1 0 D-E 0 -1863 I:NA GCpi:NA Plate Type(s): B-C 0-1802 E-F 0 -1851 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1802 F-G 0 0 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. L-K 1116 0 J-1 1863 0 Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. K_J 1867 0 I-H 1169 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Plate Shift Table 1-8-0. Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite M-L 0 -10 D-J 35 -153 [5] W05 2.25 L 1.25 A-L 0 -107 E-I 0 -300 Purlins L-B 0-1312 I-F 821 0 In lieu structural panels rigid ceiling use purlins B-K 801 0 F-H 0 -1355 C-K 0 -314 G-H 0 -110 to laterally f brace chords as follows: K-D 146 -350 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 14.85 BC 120 0.12 14.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.1 28"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:8930!T52/SY42 Custom Oty: 4 FROM: DRW: FOS Wgt:77.01bs / ... 11/22/13 7'10"8 1 5'4"8 -i �—2'6" - (n'P) 1111X3 =34[2] IlIff3 =,Jgl 3 Y4[9] 111�M T H� co 1 10.1,.2 3X4 =4X5 III 1X3 M L K 33[8] 4X5[11] 13'6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.104 D 999 360 M 732 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.163 D 981 240 1 747 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 1 - - M Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 1 1 Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.428 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.596 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.342 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA it FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -1534 1:NA GCpi:NA Plate Type(s): B-C 0-1549 E-F 0 -1527 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1549 F-G 1 0 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. Lumber grades designated with"1 M-L 1028 0 K-J 1534 038"use design Truss must be installed as shown with top chord up. L-K 1539 0 J-1 993 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Plate Shift Table 1-8-0. Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-M 0 -106 E-J 46 -190 [2] W3X4 2.25 L 1.25 [8] W3X3 1.25 L 1.25 [9] W3X4 2.25R 1.25 (11] W05 2.75 R 1.25 M-8 0-1192 J-F 627 0B-L 608 0 F-I 0 -1168 Purlins C-L 0 -260 G-1 0 -105 In lieu of structural panels or rigid ceiling use purlins L-D 19 0 I-H 0 -10 to laterally brace chords as follows: D-K 0 -114 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 13.19 BC 120 -0.12 13.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:8941!T54/SY42 Custom Oty: 2 FROM: DRW: F07 Wgt:82.61' / ... 11/22/13 �-2,6" (TYP) 1111'(3 =34[3] IIIff3 =DX311E 3 =44[10] IIIajX3 T `''� N D H 00 1 10'1"2 =4X5 III 1X3 =4X K _=iM 3X8 k 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.108 D 999 360 M 737 /- /- /- /- 155 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.169 D 951 240 1 1498 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.019 B - - M Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.029 B I Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.494 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.676 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.344 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1479 I:NA GCpi:NA Plate Type(s): B-C 0-1504 E-F 0 -1470 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1504 F-G 120 0 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-138 recommendations. M-L 972 0 K-J 1479 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. L-K 1483 0 J-1 903 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Special Loads 1-8-0. Maximum Web Forces Per Ply(lbs) -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 13.75 N-M 0 10 D-K 0 100 BC-From 10 plf at 0.00 to 10 plf at 14.00 A-M 0 -105 E-J 18 -218 BC- 733 Ib Conc.Load at 13.88 M-B 0-1143 J-F 667 0 Plate Shift Table B-L 621 0 F-I 0 -1201 JT Plate Lateral Chord JT Plate Lateral Chord C-L 0 -270 G-1 0 -248 No Size Shift Bite No Size Shift Bite L-D 25 0 I-H 98 -611 [3] W3X4 2.25L 1.25 [10] W4X4 2.25R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 13.63 BC 120 0.25 13.63 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:8956/T1/SY42 Custom Qty: 2 FROM: DRW: F09 Wgt:98.0 it- / ... 11/22/13 L 7,6"8 1'0"8 } 8' 2'0„8 2'6” (TYP) 0o r 1112X4 =3X3 =AXS 1112X4 =3X3 1112X4 =4X5 1112X4 T "` P I 90 L10'1"2 =3X4 =3X4 1112X4 =4X5[11] O N M L K J 3X4 4X5[14] �-- 2'2"8 J 14'4"8 i_ 167" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.129 E 999 360 N 1040 /- /- !- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.204 E 818 240 J 775 /_ /_ /_ /_ /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 J - - N Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.026 J J Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings N&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.365 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.506 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.368 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -7 E-F 0 -1632 I:NA GCpi:NA Plate Type(s): B-C 157 0 F-G 0 -1632 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1624 G-H 1 0 Lumber Additional Notes D-E 0-1635 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail Bot chord 42 SP M-30 STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. O-N 0 -135 L-K 1639 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 1002 0 K-J 1033 0 Plate Shift Table 1-8-0. M-L 1635 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [11] W4X5 2.00 R 1.25 [14] W4X5 2.75 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins O-A 1 -73 L-E 29 -150 In lieu structural panels rigid ceiling use purlins O-B 171 0 E-K 228 -248 P-0 0 -18 F-K 0 -305 to laterally ly brace chords follows: Chard Spaclng(in oc) ffStart(ft)0016.21 End(ft) B-N 0 -367 K-G 700 0 TC 24 0.00 N-C 0-1211 G-J 0 -1214 BC 120 -0.12 16.21 C-M 772 0 H-J 0 -107 Apply purlins to any chords above or below fillers M-D 0 -287 J-1 0 -10 at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:9078/T45/SY42 Custom Qty: 1 FROM: DRW: F11 Wgt:26.6lbs / ... 11/22/13 I- --_2's"-- 1111A X3 =36X3 III IIX3 OOT- co 1 1 "2 =F X3 E fl 3'10"8 3X4 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 348 F 199 /- /- /- /- ! BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.005 B 999 240 ( ) E 215 !- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 B - - F Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):-0.001 B E Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.396 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.263 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.055 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)110(0) Mfg Specified Camber: A-B 0 0 B-C 1 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 1 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 4x2 SP#2-13B F-E 124 0 Bot chord 4x2 SP#2-136 Webs 4x2 SP#3-13B Lumber grades designated with"136"use design Maximum Web Forces Per Ply(lbs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-F 0 -108 C-E 0 -1 F-B 0 -143 E-D 1 -7 In lieu of structural panels or rigid ceiling use purlins B-E 0 -229 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 3.50 BC 43 -0.12 3.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.1O box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:9058/T62/SY42 Custom City: 3 FROM: DRW: F13 Wgt:77.011 .. / ... 11/22/13 r 710 8 5'4"8 —� t 2,6„ (TYP) IIIAX3 =3�C4[2] III C3 =3X4 =3�4[7] IIIdX3 T D °o-r GCY)-- co 1 �,0',"2 X5 = =3X4 =44X5 K J I H =4X5 13'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.095 C 999 360 K 715 - BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.148 C 999 240 H 730 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 H - - K Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.026 H H Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.434 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.485 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.331 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -1467 I:NA GCpi:NA Plate Type(s): B-C 0-1485 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-1485 Lumber Additional Notes Top chord 4x2 SP#2-13B +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2-13B STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. K-J 997 0 I-H 961 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. J-1 1488 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Plate Shift Table 1-8-0. Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite A-K 0 -106 D-1 0 -263 [21 W3X4 2.25 L 1.25 [7] W3X4 2.25 R 1.25 K-B 0-1157 I-E 590 0 Purlins B-J 569 0 E-H 0 -1130 C-J 0 -249 F-H 0 -104 In lieu of structural panels or rigid ceiling use purlins J-D 6 -4 H-G 0 -10 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.00 BC 120 0.00 13.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:8928/T58/SY42 Custom Qty: 2 FROM: DRW: F15 Wgt:47.6lbs / ... 11/22/13 �- -2'10"8-----2,0"15 -{ 2'10"8 -{ F- -2'6" -{ (TYP) 1111X3 =38X3 =-3X3 11111X3 T cw J E 00 1 10'1"2 III X3 1111X3 1 1 G =3X4 =3X4 7'9"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.038 H 999 360 1 418 /- /- /- /- /3.5 BCU-: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.072 H 999 240 F 418 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 B - - I Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.031 B F Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 18 F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.412 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.330 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used.Yes Max Web CSI: 0.157 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -467 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Py(Ibs) Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B Webs 42 SP#3-13B I-H 466 0 G-F 466 0 Lumber grades designated with"138"use design H-G 467 0 values approved 1/30/2013 by ALSC Maximum Web Forces Per Py(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins J-1 0 -11 G-C 78 -17 to laterally brace chords as follows: A-I 0 -116 C-F 0 548 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.04 7.29 I-B 0 -548 D-F 0 -116 BC 88 -0.04 7.29 B-H 78 -17 F-E 0 -11 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:9091/T48/SY42 Custom Qty: 4 FROM: DRW: F17 Wgt:39.2lbs / ... 11/22/13 �--2'10"8 -{— 2'0"15 2'10"8 —� 2'6" (TYP) III1X3 =3gX4 =33X4 11111X3 T i J E 1 10'1"2 1111X3 1111X3 I H G F =4X5 =4X5 L 7'9"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.058 H 999 360 1 418 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.109 H 807 240 F 418 /- /- /- /- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.011 B - - I Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.022 B F Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.427 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.402 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.231 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -808 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2-13B Webs 4x2 SP#3-13B I-H 806 0 G-F 806 0 Lumber grades designated with"136"use design H-G 808 0 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins J-1 0 -10 G-C 77 -19 to laterally brace chords as follows: A-1 0 -119 C-F 0 856 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 7.45 I-B 0 -856 D-F 0 -119 BC 88 0.12 7.45 B-H 77 -19 F-E 0 -10 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-0-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10980/T37/SY42 Custom Qty: 11 FROM: DRW: F19 Wgt:30.8lbs / ... 11/22/13 �-- 2'6" -{ 17'12 III 1X3 =3X3 III 1 X3 A B C T � F 00 1 , „2 =3X3 E D 3X4 4'6"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(I-Q: 0.006 B 999 360 E 250 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.009 B 999 240 D 235 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - E Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 D D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing E Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.376 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.368 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.061 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: A-B 1 0 B-C 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 4x2 SP#2-13B E-D 181 0 Bot chord 4x2 SP#2-13B Webs 4x2 SP#3-13B Lumber grades designated with"138Maximum Web Forces Per Ply(Ibs)"use design Webs Tens.Comp. Webs Tens. values approved 1/30/2013 by ALSC PComp. F-E 0 -10 B-D 0 -239 Purlins A-E 0 -107 C-D 0 -56 In lieu of structural panels or rigid ceiling use purlins E-B 0 -213 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 4.40 BC 51 0.12 4.40 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 r-FerrinRes Cusco Ply:1 SEQN:9092/T13/SY42 Custom Qty: 1 FROM: DRW: FGE1 Wgt:105.3 Ibs / ... 11/22/13 1�4�F'2"8 12-8 �2„��2„��2„��2„��2„��2„��2„��2„��2„��2„��2„��„� as A B C D E F G H 1 J KWL= 43XM N O P Q T R 1 10'1"2 AI AH AG AF AE AD ACAB AA 1111X32 Y X W V U T S 1111X3 1111X3 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 19'9" L 19'9” Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Det/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 At 2147 /- /- /- /- /237 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 308 At Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 Q - - Bearing At is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 Q - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 I-J 0 0 Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.033 B-C 0 0 J-K 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 K-L 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 L-M 0 0 Wind Duration:NA WAVE VIEW Ver.13.01.04.0627.14 E-F 0 0 M-N 0 0 Lumber Additional Notes F-G 0 0 N-0 0 0 Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. G-H 0 0 O-P 0 0 Bot chord 4x2 SP#3-13B H-1 0 0 P-Q 0 0 Webs 4x2 SP#3-13B The overall height of this truss excluding overhang is 1-8-0. Lumber grades designated with"138”use design Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing AI-AH 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag)forces. AH-AG 0 0 Z-Y 0 0AG-AF 0 0 Y-X 0 0 All connections to be designed by the building designer. AF-AE 0 0 X-W 0 0 AE-AD 0 0 W-V 0 0 Fasten rated sheathing to one face of this frame. AD-AC 0 0 V-U 0 0 Plating Notes AC-AB 0 0 U-T 0 0 All plates are 2X4 except as noted. AB-AA 0 0 T-S 0 0 Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: AJ-AI 0 -9 Q-S 0 -19 Chord Spacing(in oc) Start(ft) End(ft) A-AI 0 -59 S-R 0 -8 TC 24 0.25 19.50 BC 120 0.25 19.50 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs) at 24”OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp. End Vertical Attachment B-AH 0 -150 I-Z 0 -133 Attach notched end verticalC-AG 0 -129 J-Y 0 -133s)to next end vertical D-AF 0 -134 K-X 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails E-AE 0 -133 M-W 0 -134 through wide face or(3)qty. leg 16-Gage wide(minimum)Crown staplesson on each narrow face. F-AD 0 -133 N-V 0 -132 G-AB 0 -133 O-U 0 -138 H-AA 0 -133 P-T 0 -110 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS]1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes TWgt'184 y: SEAN:9012/T60/SY42 Custom y: FROM: DRW: FGE3 : .9lbs / ... 11/22/13 1�'� 11'2"8 �'� 11'2"8 �� AB TB C D E F G H I J K LM °°� N 0 1 10"1"2 1112X4 III 2X4 14'6"4 L 15'5"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AA 74 /- /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 AA 1604 /_ /_ /_ /_ /174 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - O 2 /5 / 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 M AA Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AA Min Brg Width Req= - Sof it: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 P Min Brg Width Req= 5.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Bearings AA,AA,&P Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.033 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.13.01.04.0627.14 A-B 0 0 G-H 0 0 Lumber Additional Notes B-C 0 0 H-1 0 0 Top chord 4x2 SP#3-13B See detail STRBRIBR0211 for bracing and bridging C-D 0 0 I-J 0 0 Bot chord 4x2 SP#3-138 recommendations. D-E 0 0 J-K 0 0desig E-F 0 0 K-L 0 0 Webs 4x2 SP# Truss must be installed as shown with top chord up. F-G 0 0 L-M 0 0 Lumber grades designated with"13B"use design The overall height of this truss excluding overhang is values approved 1/30/2013 by ALSC 1-8-0. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag)forces. AA-Z 0 0 U-T 0 0 All connections to be designed by the building Z-Y 0 0 T-S 0 0 designer. Y-X 0 0 S-R 0 0 Fasten rated sheathing to one face of this frame. X-W 0 0 R-Q 0 0 Plating Notes W-V 0 0 Q-P 0 0 V-U 0 0 P-0 0 0 All plates are 1X3 except as noted. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: AB-AA 0 -9 M-0 9 0 Chord Spacing(inoc) Start(ft) End(ft) A-AA 0 -59 O-N 0 -8 TC 24 0.12 15.06 BC 120 0.12 15.06 Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp. End Vertical Attachment B-Z 0 -150 H-T 0 -133 Attach notched end vertical(s)to next end vertical C-Y 0 -129 I-S 0 -134 using(3)qty.10d box or(0.128"x3"min)gun nails D-X 0 -134 J-R 0 -132 through wide face or(3)qty.1-1/2"leg 16-Gage 1" E-W 0 -133 K-Q 0 -140 wide(minimum)Crown staples on each narrow face. F-V 0 -133 L-P 0 -107 G-U 0 -133 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 [!r)AP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:9030/T50/SY42 Custom Qty: 1 FROM: DRW: FGES Wgt:78.01bs / ... 11/22/13 �-1 3 4-{ 1j- -{ 1j- -{ 1j- -{ 1f- -{ 1f---'I 1�—'� 1�'� 1�'� 1111 A B C D E 'F G H I J KL T Z M 50 1 10'1"2 11112X4 X W V U T S R Q P ? N 1112X4 14' f` 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LQ: 0.000 B 999 360 N 1515 /- /- /- /- /168 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.000 B 999 240 Y Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 L - - Bearing Y Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.204 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.034 B-C 0 0 H-1 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 l:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE iVIEW Ver:13.01.04.0627.14 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. Bot chord 4x2 SP#3-138 The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B 1-8-0 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"136"use design Y-X 0 0 S-R 0 0 values approved 1/30/2013 by ALSC X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 V-U 0 0 P-O 0 0 Sheathing is required for any longitudinal(drag)forces. U-T 0 0 O-N 0 0 All connections to be designed by the building T-S 0 0 designer. Fasten rated sheathing to one face of this frame. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. Z-Y 0 -9 L-N 20 0 Purlins A-Y 0 -59 N-M 0 -8 In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(Ibs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 13.63 B-X 0 -150 G-S 0 -133 BC 120 0.12 13.63 C-W 0 -129 H-R 0 -134 Apply purlins to any chords above or below fillers D-V 0 -134 I-Q 0 -131 at 24"OC unless shown otherwise above. E-U 0 -133 J-P 0 -143 End Vertical Attachment F-T 0 -133 K-0 0 -106 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:9308/T36/SY42 Custom Qty: 1 FROM: DRW: FGE7 Wgt:60.9lbs / ... 11/22/13 �—1'3"41'2"8 1,2"8—{ 1'2"8—{�`1,2"81'2"8 1'2"8—{ 1--� A B C D E F G H I TT L L J m 1 10'1"2 1112X4 R Q O N L 1112X4 10'10"8 10'10"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 100 S 1113 /- /- /- /- /125 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.001 1 999 100 K 58 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - S Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B K Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.203 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 0 E-F 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 F-G 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 G-H 0 0 Lumber Additional Notes D-E 0 0 H-1 0 0 Top chord 4x2 SP#3-138 See detail STRBRIBRO211 for bracing and bridging Bot chord 4x2 SP#3-13B recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"138"use design The overall height of this truss excluding overhang is S-R 0 0 O-N 0 0 values approved 1/30/2013 by ALSC 1-8-0 R-Q 0 0 N-M 0 0 Bracing Q-P 0 0 M-L 0 0 Sheathing is required for any longitudinal(drag)forces. P-O 0 0 L-K 0 0 All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes T-S 0 -9 I-K 0 -45 A-S 0 -59 K-J 0 -9 All plates are 1X3 except as noted. Maximum Gable Forces Per P Ibs Purlins IY(Ibs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: B-R 0 -150 F-N 0 -133 Chord Spacing(in oc) Start(ft) End(ft) C-Q 0 -129 G-M 0 -134 TC 24 0.12 10.50 D-P 0 -134 H-L 0 -131 BC 120 0.12 10.50 E-O 0 -133 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails through wide face or(3)qty.1-1/2"leg 16-Gage 1" wide(minimum)Crown staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FernnRes Ply:1 SEQN:17020/T56/DGAB Custom Qty: 2 FROM: DRW: GE01 Wgt:93.8lbs / ... 11/22/13 4'2"15 7'10"8 9'10"8 11'10"8 15'6"l 19'9" 4'2"15 3'7"9 2' 2' 3'7"9 4'2"15 T Dw8Xa(R,) - 12 C E 6 in =4Xa(B4) =4X8(A2) l 8 F J I H T G Ll 20'11„ V� r 379 + ? + s� so•a , o•s{ z 6.1 9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.408 J 567 240 A 648 /335 /248 /- /123 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.800 J 289 231 G 648 /335 /248 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.201 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.395 C A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:23.94 ft Code/Misc Criteria Creep Factor:1.5G Min BigWidth Req= 5.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2010 RES Max TC CSI: 0.549 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.988 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 169 -283 D-E 648 -1251 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 B-C 589-1255 E-F 589 -1255 Lumber C-D 648-1251 F-G 170 -283 Top chord 2x8 SP Maximum Bot Chord Forces Per P Ibs Bot chord 2x4 SP#2-2-Dense 136 13B IY(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design B-J 1301 -478 I-H 1280 -466 values approved 1/30/2013 by ALSC J-1 1280 -466 H-F 1301 -478 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Purlins D-1 238 -111 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.12 19.63 Gables Tens.Comp. Gables Tens. Comp. BC 103 4.27 15.23 C-J 130 -207 H-E 130 -207 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Gable end supports 8"max rake overhang. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC100212&GBLLETIN0212 for more requirements. The overall height of this truss excluding overhang is 5-5-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FernnRes Ply:1 SEAN:16872/T6/GABL Custom Qty: 1 FROM: DRW: GE03 Wgt:123.2lbs / ... 11/22/13 6'10"9 7'7'11 8'1"7? 10'1"1 12'1'11 14'1'11 16'1"11 17'7'15 7'7'71 11" 1.7.3 2' 2' -I 2• I iS'3 -4X4 H G F 12 E 6 F1;1s3)� C (a) /3X0 9 -5X5(EA) T 1 20'1 t' O P O .5 5 N M L AK F^ 7'0115 10'd'6 77'11 11" 2' 1'1P5 2'1'71 2' 1'6"3 7'711 6'1"1 10'1'11 12' 14'1"11 16'1'11 17r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.089 B 970 240 A 192 /. /88 /- /363 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.159 B 544 180 Q 927 /632 /548 /- /- /124 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.049 B - - K 44 /25 /26 /- /- /2.5 Des Ld: 32.00 EXP:C HORZ(TL):0.086 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:25.59 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.727 Q Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.382 K Min Brg Width Req= 2.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.601 Bearings A,Q,&K Fcperp=565psi. C&C Dist a:3.00 it FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1299-1714 F-G 49 -147 Top chord 2x4 SP#2-13B See DWGS A14030ENC100212&GBLLETIN0212 for B-C 119 -397 G-H 37 -81 Bot chord 2x4 SP#2-13B more requirements. C-D 18 -132 H-1 46 28 Webs 2x4 SP#3-13B D-E 52 -205 I-J 34 -17 :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is E-F 59 -202 8-8-8. Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral bracing equally spaced on A-Q 9 -11 N-M 1 -2 member. Q-P 1 -2 M-L 0 0 P-O 3 -5 L-K 0 0 Plating Notes O-N 2 -3 All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-Q 651 -495 J-K 62 -39 to laterally brace chords as follows: Chord Spaclng(in oc) Start(ft) End(ft) TC 24 0.00 17.66 Maximum Gable Forces Per Ply(Ibs) BC 120 0.00 17.66 Gables Tens.Comp. Gables Tens. Comp. Apply purlins to any chords above or below fillers D-P 162 -237 H-M 209 122 at 24"OC unless shown otherwise above. F-O 113 -106 I-L 130 -101 Loading G-N 132 -112 Gable end supports 8"max rake overhang. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FernnRes Ply:1 SEQN:10273/T15 Custom Qty: 1 FROM: DRW: HJ02A Wgt:23.8 lbs I ... 11/22/13 C 12 23'7"10 4.24 N o O 3X4 B 5X5(E1) T A T'10 20'11" D 6'8"8 Sj8 6'8"8 6110'. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 167 /72 /- I- /- /4.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 96 /1 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 B C 102 /70 /- /- /- /1-5 Des Ld: 32.00 EXP:C HORZ(TL): 0.072 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.74 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.2 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.799 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.514 C Min Brg Width Req= - Spaclng:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.275 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 0.18 Plate Type(s):n:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 667 -670 B-C 36 -25 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Chords Tens.Comp. Lumber grades designated with"1313"use design A-D 2 -2 values approved 1/30/2013 by ALSC Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.71 BC-From 2 pit at 0.00 to 2 plf at 6.71 TC- 49 Ib Conc.Load at 1.22 TC- 152 Ib Conc.Load at 4.05 BC- 25 Ib Conc.Load at 1.22 BC- 83 Ib Conc.Load at 4.05 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.71 BC 75 0.00 6.71 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 3-0-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eAP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:10268/T22/JACK Custom Qty: 1 FROM: DRW: J04A Wgt:4.1 lbs I ... 11/22/13 12 6 3X3 B 5X5(E1) 21'8"2 0 o A o 20'11" C 10" 10" 11'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 27 /1 /13 /- /17 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 11 /- /4 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B B 23 /22 /14 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.76 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.033 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.007 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.004 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber A-B 18 -35 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) :Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 0.941' Chords Tens.Comp. Lumber grades designated with"136"use design A-C 2 -2 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 0.83 BC 10 0.00 0.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEON:10271/T23/JACK Custom Oty: 1 FROM: TRW: J05A Wgt:11.4lbs / ... 11/22/13 12 C 6 22'8"2 3X4 B 0 5X5(E1) o N A 710 20'11" D 2'10" 1'i8 211011 2 J11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 93 /19 147 /- 163 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 40 /- /16 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 B C 75 /65 /43 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.009 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.26 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.376 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.099 C Min Brg Width Req= - Spaclng:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.111 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 0.18 Plate Type(s):n:1.60 WAVE VIEW Ver:13.01. Chords Tens.Comp. Chords Tens. Comp. 04.0627.14 Lumber A-B 241 -333 B-C 36 -89 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Chords Tens.Comp. Lumber grades designated with"l 3B"use design A-D 2 -2 values approved 1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.83 BC 34 0.00 2.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-10. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:17001/T9/HIPS Custom Qty: 2 FROM: DRW: T01 Wgt:89.6lbs / ... 11/22/13 3'4"4 65"8 13'3"8 16'412 1 199" 3'1"4 6'10" + 3'1"4 3'4"4 %4C8 T2 =8X88 T 12 6 v =5X7(A62) =5 E7( A2) v 1 b =3X4 1112X4 H G s�o � 20'11" 3'4"12 6'4"12 3'3" 64 344 6'9" 13'1"12 16'4"12 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R !U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.237 H 975 240 A 648 /324 /261 /- /81 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.465 H 497 231 F 648 /324 /261 /- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.118 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.232 G A Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:23.09 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.558 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.204 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 172 -283 D-E 744 -1496 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 B-C 748-1505 E-F 173 -283 Lumber C-D 817-1546 Top chord 2x8 SP SS Dense-13B 32 2x4 SP#2-13B: Maximum Bot Chord Forces Per PI lbs Bot chord 2x4 SP#2-1313 y(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design B-H 1565 -684 G-E 1557 -682 values approved 1/30/2013 by ALSC H-G 1544 -670 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) C-H 99 -116 G-D 95 -84 TC 24 0.00 19.75 BC 90 3.51 16.24 H-D 240 -235 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-9-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEAN:16843/T121 SPEC Custom Qty: 1 FROM: DRW: T03 Wgt:156.8lbs / ... 11/22/13 5' 10'10"8 15' 16'311 21'8"15 2T7"7 327"7 5' 5'108 8 1'3"1 5'S"4 510"8 5' 12 06CX12 =3X4 =-H0310 F =3X4[23] =6H12 6 D 2X4 4 T W b- 3X4 B W2 I �3�4-4X8(82) I =4X8(132)1 1 61u0'11" 1112X4 m4X5[10] - - - -4X5[24] 1112X42 O P O N M L K 5'1"12 5'4"4 1'6" 4'3"11 4'3"12 1'6" 54"4 5'1"12 5'112 10'6" 12' 16'3"11 20'7"7 22'1" 2T5"11 32'7"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.511 F 755 385 A 2212 /1089 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.981 F 393 385 J 2203 /1084 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.103 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.198 C A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:22.72 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.729 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.937 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2055-4124 F-G 3514 -6959 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.13 B-C 2023-4073 G-H 3024 -6013 Lumber Purlins C-D 3049-6061 H-I 2014 -4057 D-E 3514-6959 1-J 2046 -4109 Top chord 2x4 SP M-31 In lieu of structural panels or rigid ceiling use purlins E-F 3514-6959 Bot chord 2x4 SP M-31 to laterally brace chords as follows: Webs 2x4 SP#3-13B:W2,W8 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' TC 24 -4.24 28.38 Maximum Bot Chord Forces Per Ply[Ibs) :Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' BC 51 -4.24 28.38 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design Apply purlins to any chords above or below fillers A-0 3562-1768 N-M 6115 -3091 values approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Q-P 3566-1761 M-L 6115 -3091 Special Loads Additional Notes P-0 6163-3118 L-K 3553 -1754 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is O-N 6163-3118 K-J 3548 -1761 TC-From 56 plf at 0.00 to 56 plf at 5.00 3-0-10. TC-From 28 plf at 5.00 to 28 plf at 27.62 Maximum Web Forces Per Ply(Ibs) TC-From 56 plf at 27.62 to 56 plf at 32.62 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 pIf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 27.61 C-Q 136 0 N-G 946 -474 BC-From 10 pIf at 27.61 to 10 plf at 32.62 C-P 2781 -1435 G-L 649 -978 TC- 235 Ib Conc.Load at 5.01,27.61 P-D 659 -981 L-H 2742 -1415 TC- 128 Ib Conc.Load at 7.06,9.06,11.06,13.06 D-N 892 -444 K-H 140 0 15.06,15.56,17.56,19.56,21.56,23.56,25.56 N-F 449 -556 BC- 171 Ib Conc.Load at 5.01,27.61 BC- 72 Ib Conc.Load at 7.06,9.06,11.06,13.06 15.06,15.56,17.56,19.56,21.56,23.56,25.56 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [10] W4X5 1.50 R 1.50 [18] W3X8 S 1.25 [23] W3X4 S 1.25 [24] W4X5 3.50 R 1.50 Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:10306/T14/COMN Custom Qty: 2 FROM: DRW: T05 Wgt:154.0lbs / ... 11/22/13 8'310 q"9 16'3"11 23'8"14. 2p'3�13 37 6'3..10 "1r5 7.5,.3 7'S"3 "1 8'3"10 =5X5 12 0 6 3X4 C 43X4 8 E FX3X4 in m (a) (a) 4XT(B2� C=4X4(82) pyo �zo'11 112X4 111ZA4 L K J I H 8'1"14 3'10"2 4'3"114'3"5 3'10"9 8'1"14 8'1"14 12' 16'3"11 20'7" 24'5"9 3i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.126 J 999 389 A 1071 /226 /480 /- /209 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.248 J 999 389 G 1071 /226 /480 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.116 H A Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:25.55 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.706 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.798 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.381 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 809-1854 D-E 669 -1285 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 638-1301 E-F 638 -1301 Lumber C-D 669-1285 F-G 809 -1854 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-138 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"138"use design A-L 1567 -606 J-1 1566 -607 values approved 1/30/2013 by ALSC L-K 1566 -607 I-H 1566 -607 Bracing K-J 1566 -607 H-G 1567 -606 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins L-B 237 0 J-F 345 -599 In lieu of structural panels or rigid ceiling use purlins B-J 345 -599 F-H 237 0 to laterally brace chords as follows: D-J 629 -282 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 32.62 TC 24 8.88 8.88 TC 24 16.31 16.31 TC 24 23.74 23.74 BC 120 0.06 32.56 BC 120 12.00 12.00 BC 120 20.58 20.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 8-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No71457 Sherrer-FernnRes Ply:1 SEAN:10281/T51/SPEC Custom Qty: 6 FROM: DRW: T07 Wgt:117.6 lbs / ... 11/22/13 8'10"14 16712 _ 218 r 8'10"14 + 7'4"13 4'10"12 C=4X4 2X4(161 12 e b 6 ;5X7 (a) N (a) a3x4(2) s�a 20'11" Itl2X4 -3X4 -3X8 MZX417J H G F 8111"5 3'0"11 43"12 4'10"12 8'11"5 12' 16'312 21'2"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 H 999 253 A 698 /132 /348 /- /226 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 H 999 253 E 694 /181 /312 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.023 F A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:25.55 ft Code/Misc Criteria Creep Factor:1.5E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.813 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 381 -1050 C-D 255 -419 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 248 -475 Lumber Top chord 2x4 SP#2-136 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B A-H 845 -461 G-F 843 -461 Lumber grades designated with"136"use design H-G 843 -461 F-E 0 0 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral bracing equally spaced on member. H-B 267 0 F-D 524 -260 B-F 361 -620 D-E 394 -675 Plate Shift Table C-F 137 -31 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite (16) W2x4 1.50 R 1.50 (17) W2x4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 21.21 BC 113 0.06 21.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 8-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAPE6X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:1 SEQN:16855/T4/SPEC Custom Qty: 2 FROM. DRW: T09 Wgt:109.2lbs / ... 11/22/13 7'S"7 8'17'9 16'1"11 177"15 f' 7.5..7 1'5"2 1- 7"3'3 __ 'r 1'6'3 E 14X5(R1) F 12X4 12 p 6 c:;;, 3X4 /3X4 C 2D (a) T1 /3X4 9 -5X5(EA) T 2711' a X 4 1 2X0 H G TY11 10'4"4 7'3"11 d'd'S ST15 r 7'3"il F 12' I' 177"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 B 999 240 A 234 /0 /86 I- /363 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.172 B 508 180 1 655 /374 /360 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 B - - G 405 /224 /167 - Des Ld: 32.00 EXP:C HORZ(TL): 0.092 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.59 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.695 1 Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.329 G Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.321 Bearings A&I Fcperp=565psi. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01 04 0627 13 - Lumber Wind A-B 910-1173 D-E 36 -207 B-C 68 -184 E-F 99 -50 Top chord 2x4 SP#2-13B:T1 2x4 SP M-30: Wind loads based on MWFRS with additional C&C C-D 6 -244 Bot chord 2x4 SP#2-13B member design. Webs 2x4 SP#3-13B Right end vertical not exposed to wind pressure. :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 1.500' Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"'I 3B"use design Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC A-1 58 -134 H-G 82 -63 I-H 67 -142 Bracing (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table I-C 397 -585 E-G 355 -461 JT Plate Lateral Chord JT Plate Lateral Chord C-H 116 -8 F-G 141 -111 No Size Shift Bite No Size Shift Bite H-E 112 -23 [17] W3X4 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 0.00 17.66 BC 120 0.00 17.66 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Additional Notes The overall height of this truss excluding overhang is 8-8-8. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FerrinRes Ply:2 SEAN:16971!T7/FLAT Custom Qty: 1 FROM: DRW: T15 Wgt:260.4lbs / ... 11/22/13 69 13'F 03"[01 138X4[21 X3%8141 i- lal A (a) M11• F E 0 03X8111 64 .6X8 ES 3X8151 69 136 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 B 999 240 F 4012 /1829 /1170 - BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.105 B 999 180 D 3973 /1819 /170 - BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.006 A F Min Brg Width Req= - NCBCLL: 10.00 Mean Height:30.50 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.346 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.474 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.823 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 424 -954 B-C 424 -954 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins F-E 0 0 E-D 0 0 Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"138"use design TC 24 0.00 13.50 Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC BC 120 0.00 13.50 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers A-F 825-1658 E-C 1604 -713 Bracing at 24' OC unless shown otherwise above. The TC of this truss shall be braced with attached A-E 1804 - C-D 826 -1658 (a)Continuous lateral bracing equally spaced on spans at 24"OC in lieu of structural sheathing. 6-E 801 -1141141 member. Nailnote Wind Nail Schedule:0.131"x3",min.nails Wind loads based on MWFRS. Top Chord:1 Row @11.50"o.c. End verticals not exposed to wind pressure. Bot Chord:1 Row @ 5.00"o.c. Webs :1 Row @ 4"o.c. Additional Notes Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. in each row to avoid splitting. The overall height of this truss excluding overhang is Special Loads 9-7-0. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 278 plf at 0.00 to 278 plf at 13.50 BC-From 5 plf at 0.00 to 5 plf at 13.50 BC- 694 Ib Conc.Load at 1.69,3.69,5.69,7.69 9.69,11.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [0] W3X8 1.75 R 3.25 [1] W3X8 S 4.50 [2] W3X4 S 2.75 [41 W3X8 115R 3.25 [5] W3X8 S 4.50 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Sherrer-FemnRes Ply:2 SEAN:16858/T19/FLAT Custom Qty: 1 FROM: DRW: T19 Wgt:82.6 lbs I ... 11/22113 1112X4 =3X3 A B c>7 Ell M 20'11" C 1112X4 +113X4 6'0"l _I A 6'0"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 573 /328 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 590 /338 / BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.000 A D Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:24.03 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.290 Bearing D Fcperp=565psi. Load Duration:125 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.214 Spacing:24.0" MWFRS Parallel Dist:0 to hl2 Rep Factors Used:No Max Web CSI: 0.079 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 8 -13 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.13 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Wind Top chord 2x4 SP#2-13B Wind loads and reactions based on MWFRS. Chords Tens.Comp. Bot chord 2x6 SP SS Dense-13B End verticals not exposed to wind pressure. D-C 13 -8 Webs 2x4 SP#3-13B Lumber grades designated with"l 3B"use design Additional Notes Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Nailnote The overall height of this truss excluding overhang is A-D 59 -81 B-C 59 -81 Nail Schedule:0.131"x3",min.nails 3-1-6. D-B 0 0 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @11.50"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 54 plf at 0.00 to 54 plf at 6.01 BC-From 5 plf at 0.00 to 5 plf at 6.01 BC- 405 Ib Conc.Load at 2.07,4.07 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.01 BC 72 0.00 6.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 BUILDER: BOSCO SUBDIVISION: OCEAN BLVD �J LOT NUMBER: 1322 DEC 30 2013 MODEL: SHERRER FERRIN DESIGNED/CHECKED: % DB/DM TRUEnUSS A DIVISION of k 'MUEHOUSE 23'6"4 8' -16'1"8 (V FGE6 A422 F A4 F09 F05 —— THA422 HA4 2 F09 F05 PEX THA422 HA4ZZ F10 -- F 5 N THA422 F10 P F THAA22 THA422 HA422 F10 m F THA422 F11 This drawing is not sufficient THA422 H44 F THA422 THA422 F10 alone for installation. F12- THA422 'rH^42Z H 4 Additional instructions F TM4`� E13 FGE7 accompanying this drawing, rHA422 including BCSI-131, should be THA422 used in conjunction with the rHA422 A4 HA4 F06 THA422 architectural and structural (HA422 4 P42F plans during installation. If F07 F14 BCSI-B1 has not been Fol shipped to the site with the Fla components shown on this Fob page, please contact Apex Technology for a free copy. F08 Permanent bracing for the -_— FOB k building, including bracing to resist wind, seismic, or other co Foe ° >xr lateral forces, and permanent bracing for all structural ULL ca L elements, is the responsibility FGES of the Engineer of Record for -14' - 20'5"15- the structure or the building designer, per ANSI/TPI 1- 2002 Cha tTI (EWED FOR CW 5 BION! .`Q�,e;�.G E N��F.; REQ—UIR MENTS 'W Wt4 �l No 71 57 s DA� 2� U * — ItEV :C= •e�.,no- - s �� '� - OF 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 s BUILDER: FILE ILL COPY BOS�O � SUBDIVISION: OCEAN BLVD �x3 LOT NUMBER: 1322 MODEL: RrffEVWD FOR CODE C.(.1�I' JSHERRER FERRIN DESIGNED/CHECKED: UrY OF ATUM nACji DB/DM MEPERMUSFOR ADMONA4- a @J SS A DIVISION OF � nUEHOUSO -527",2- yt at � N (7 II N j \ This drawing is not sufficient j alone for installation. i Additional instructions Tuzs 2 T79 accompanying this drawing, Job including BCSI-B1, should be used in conjunction with the Job architectural and structural 14' s-- J06 plans during installation. If > > ' ' 'co BCSI-131 has not been x x x x z J06 shipped to the site with the components shown on this J06 II page, please contact Apex \ J06 Technology for a free copy. Permanent bracing for the Jos building, including bracing to J05 resist wind, seismic, or other lateral forces, and permanent J04 bracing for all structural g < tielements, is the responsibility o 0 O's, 2'3'9 of the Engineer of Record for the structure or the building designer, Rer ANSI/TPI 1- 20'2'15 351— 200�C�t`#pter2;'�t,I�� No 714 7 * Ia STAT F ' 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 11-26-13 BUILDER: BOSCO SUBDIVISION: OCEAN BLVD LOT NUMBER: 1322 MODEL: SHERRER FERRIN DESIGNED/CHECKED: DB/DM nUETRUSS A 09VISIOM OF 23'6"4 8' 16'1'8 F fV FGE6 THA422 A422 E05 HAUZ F09 FOS THA422 F09 FOS THA422 HA4 F05 F10 OAPEX Iff THA422 422 F10 F THA422 THA422 Aa Flo m THA422 F THTHA422F11 This drawing is not sufficient _ TH 22 F THA422 THA422 F70 alone for installation. THA422 THA422 Additional instructions THA4ZZ E05 THA422 FGE7 accompanying this drawing, THA422 H —HA--422 including BCSI-B1, should be F06 THA422 THA422 a22 used in conjunction with the HAa F THA422 E13 architectural and structural THA422 Aa TA4 plans during installation. If F07 F14 BCSI-131 has not been Fol Fla shipped to the site with the components shown on this Fob page, please contact Apex Technology for a free copy. F08 Permanent bracing for the F08 building, including bracing to resist wind, seismic, or other Fob lateral forces, and permanent — Fob bracing for all structural LL U. m 1 elements, is the responsibility FGES of the Engineer of Record for 14' 20'5"15 —� —I the structure or the building designer, pe 1j1gM�PI 1- 2002 • No 7145 O STA "F • OR10 . 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 11-26-13 BUILDER: BOSCO SUBDIVISION: OCEAN BLVD LOT NUMBER: 1322 MODEL: SHERRER FERRIN DESIGNED/CHECKED: DB/DM TRUEnUNC A DIVISION®F Ttf�1RUEHQUS�7 - 527"l 2 n m r r r r n n mm m m H H H H C, N H 0 H FCY C P EX, m \ n u • L • This drawing is not sufficient alone for installation. Additional instructions ruzs z T�9 accompanying this drawing, In 306 including BCSI-B1, should be N used in conjunction with the Jos architectural and structural m m m m m m 14' -----5'— c%1 � N N J06 plans during installation. If _ _ _ _ " 2 BCSI-B1 has not been Jos shipped to the site with the �� components shown on this co " m page, please contact Apex APEX 306 Technology for a free copy. 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TO BE UPDATED Application valuation . . . . 375900 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY TOLBERT DESIGN BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HAMMOND AIR CONDITIONING INC Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/09/14 ---------------------------------------------------------------------------- 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 RTI 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list PERMIT ISq At0VWb4I rACP'G_qP4E WkHPA iL 6PAlq.�VC 'AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003549 Date 2/10/14 --------------------------------------------------------------------- Special Notes and Comments (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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 BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 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 ------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 63 STATE MECH DBPR SURCHARGE 2 . 63 ------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 . 26 5 . 26 . 00 . 00 Grand Total 180 . 26 180 . 26 . 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 PERMIT# SOB ADDRESS: F � -- �CPA� �1u3 3C,yy iso PROJECT VALUE $ 3 ARI# 3iy5� 5 REQUIRED Air Handling Equipment Only _.V/Air Handling Unit & Condenser Condenser Only MW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 3 Tons Per Unit 3 FO N 2•S °"' 2 Seer I rl Heat: Unit Quantity 3 BTU's Per Unit3� JZyo�,cSeRating REQUIRED Duct Systems: Total CFM –4jQQLC MPLACEMENT 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 FIRE PREVENTION Re uires 3 sets of plans) ( Fire Sprinkler System Quantity ( q (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (R q Re uires 3 sets of plans) Fire Hose Cabinets Quantity ( q (Requires 3 sets of plans) Commercial Hoods Quantity Reuires 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 )THER: period or work is suspen ermit becomes void if work does not be commence true and within correca All provmonsixtisions of laws and ordinances dgovernng thior s for will be complied with whes.I hereby certify ther specified or kis application and know the same ot. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. 'roperty Owners Name 1l��tu4��e� ja��ri-- �. Phone Number 2y 1-a3z� 4echanical Company 1't�Mr� Al r �' ��^'Na Office Phone SFS-(�`1�4s Fax X51-LOF—c 2__ 'o. Address: 3`!12 C 1.�� O� City -�c��vb:l�e, State)EL, Zip�'1 rA ov l St to Ce ' ication/Registration# .icense Holder(Print): A ais 1(D`;55 i6tarized Signature of License Holder Before me this day of 20_ Signature of Notary Public CITY OF ATLANTIC BEACH z:z J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003549 Date 2/14/14 Property Address . . . . . . 1322 OCEAN BLVD Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 375900 ------------------------------------------------------ Application desc NEW HOME ----------------------------------------------- Owner Contractor - ------------------------ ----------------------- LINDLEY TOLBERT DESIGN BOSCO BUILDING CONTRACTORS 465 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc 200AM, 240V 1PHASE Sub Contractor ERICKSON ELECTRICAL CONTRACTOR Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/13/14 ---------------------------------------------- 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 . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list PERMIT IS Opp Q lY�rACC 1&Q� JV>�Hp►1.� «7aA1tfC tp�IN'A�AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD d " ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 C J Page 2 Application Number . . . . . 13-00003549 Date 2/14/14 --------------------------------------------------------------------- Special Notes and Comments (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) 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 BUILDING CODE, 2008 NATIONAL ELECTRIC CODE 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 ----------------------------------------------------------- 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 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904) 2477-5826 Fax (904) 247-5845 JOB ADDRESS: �J �< ��-, 1-�'!Iy C� PERMIT# I `� JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead *,"Underground ❑T Underground up Pole ❑Residential(Main) Service ❑0-100 amps El 101-150amps51-200amps ❑ amps # of Meters ❑Commercial(Main)Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps ❑CT Service amps Conductor Type Size ❑Multi-Family(Main)Service ❑0-100 amps 11101-1 50amps ❑151-200amps El—amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE El—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-l 00amps 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 El Swimming Pool ❑ Sign ❑Smoke Detectors_Qty El Transformers KVA El Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑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 ds (7 Phone Number /1 V�—�o q O Electrical Company i Clr;SfltJ E Z ECT,P1 C A L CQA) Office Phone l_//- 9 U Fax Co.Address: E qC f L v City _jA>1 State lc-k Zip License Holder(Print): PtZA,NKState Certification/Registration# E(o60 i32 L--)Notarized Signature of License Holder $b Before me this V�Ny of 20 ' — r Signature of Notary Public CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . 14-00000259 Date 2/21/14 Property Address . . . . . . 1322 OCEAN BLVD Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------------------------------------------------- Application desc gas piping -------------------------------------------------- Owner Contractor - ------------------------ ----------------------- LINDLEY TOLBERT DESIGN AEI INTERNATIONAL CORP. 465 BEACH AVE 7709 ALTON AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 724-9771 ------------------------------------------------ Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . Permit Fee . . . . 90 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/20/14 ----------------------------- Other Fees . _ _ STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(90y4�)247-5826 Fax (904) 247-5845 ,_,B ADDRESS: 3�L Zy( ' lei t t/S PERMTr# PROJECTVALUE $ EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating _ Duct Systems: Total CFM REQUIRED bPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION RF. Air Conditioning: Unit Quantity Tons Per Unit TUI—RED Heat: Unit Quantity BTU's Per Unit Seer Rating- Duct Systems: Total CFM RE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) i Fire Suppression Systems Quantity (Requires 3 sets of plans) REPLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets ! Boilers BTU's r Elevators/Escalators _ L,Ia OTHER GAS PIPING Heat Exchanger Quantity of Outlets 3 Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's � # Water Heaters _1_—_ Solar Collection Systems _ i Tanks (gallons) Wells - 8 p rinit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify ti-tat I have re, 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 soot. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Phone Number roperty Owners Named qoN) cchanical Company A SI NT L Corp d" A0 Comas Sea r i cesOffice Phone yo y- 2 s3 �. address: 17 c�Q A!Bort (-� %P City JQC tsorw��t r State El Zip -621!1- Address: 22!1_. State Certification/Registration 4 '019 1 -7 Xcaase Holder(Print): -- rarized Signature of License Holder S� Sworn and subscribed before me this oz day of /' C a►s� Notary Public State d Florida Stephanie Renee McGuire Signature of Notary Public ----- - c �a� My Commission FF 033716 �+a pd' Expires 08101/2017 01/08/2009 08:01 19046419838 1 PAGE 02/04 01/01/2009 04:43 19046419039 1 PAGE 01/01 J - EARLY POWER AGREEMENT & RELEASE CM OF ATLA.rmc BEAM Bleetric power is requested now uadar the owKHtians and tmm4 of this fully 4nmuted Agreement at Itakwe Job Addrms; Permit No. /.7 —S Service T'Da(Circe,One)- dergt sand We,the U demigned Ganetal Conuaetor aad Rlmctridan,underswul and agree: ,. Massie p as such Isn�tret cL�seret} 0f che°mc�++�of o YT%W Wt�%Uad c � hnve' 'will ma�{e a cal i r xli ,the�"�'' poww e01�, iac. An rough pnor Apprry ,inc udtog 3. ' ar use A�the wmr wd bef 11 Ca'4 ti �a 61u tree of a cAr1 el c service. gttris ac earpatiy prb paaaledye City of AAiu�c He�c r aaa A�violi n o '. neat sbat zewh in a tcqucat fbr p�vrnpt nnnoW of r c service 4. 'Ears Qowel"release is Ifte she rn�stalled O bd Co i canter not occur bdbw. b. is d�� *,ket�,�,shae¢Ov�dr an�(la��req=1=16winspection). S�.IIG e:]�119 Lf t SNOW can 0 10)e ti' A y yyrt� �t�1tCk, Tewpmvy numt n ed ttnetilt mmbers arc rbquhw for M). S. This fully cotnpkemd form is to be submitted to the lanilding Dopm m=4 by band,mall or fmt. 6. Future such Agreements wW mot be acerpted dram thaw wbo violate any out of Nie tlb"e hens. CONTRACTOR pe 17s If t) 114, PMT NAME ELE('TRIOAN t DATE (� u 8t' .etttinole Road,Atlandc Bwacb FL 32W Phorrc:(904)247.5526 Fax:(904)247.5845 h"pJ:wg'w.cma .us revised 01 M 09 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J �."• ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J131� Application Number . . . . . 14-00000579 Date 5/01/14 Property Address . . . . . . 1322 OCEAN BLVD Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LINDLEY TOLBERT DESIGN HULIHAN TERRITORY 465 BEACH AVE P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 62 . 00 Plan Check Fee . 00 Issue Date . . . . 4/29/14 Valuation . . . . 0 Expiration Date . . 10/26/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 00 STATE PLBG DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 62 . 00 62 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 66 . 00 66 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) >� 800 Seminole Road O �� 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://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 13 L Z 0�Ea� '�✓� De artment review required Yes No Buil Applicant: Ll AQP &Zonin r Tree Administrator Project: /r�� A,�7]�n Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 0010 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: BUILDING IL 1'511� PLANNING &ZONING Reviewed by: Date: r/01 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 e r i r � i J OC) M ✓�/kms l � cz r f r r f Florida Friendly Landscapes s IRRIGATION COMPLIANCE CHECKLIST DATE A. PROVIDE PROJECT INFORMATION: DENf ADDRESS �i 7i ��a� (� NEW INSTALLATION L,l TALLATION ��r� RESIDENTIAL, �^ CONTRACTOR . T/1 UPGRADE/REPLACE OFFICE 2 �fS�'�S`a� CELL qr2�r(o FAX 2 7 0 ^ 2 Z j o F NON-RESIDENEW INSTALLATION NON-RESIDENTIAL, EMAIL UPGRADE/REPLACE B. CALCULATE MAXIMUM HIGH VOLUME IRRIGATION: HYDROZONE shall mean an irrigation watering zone /� in which plant materials with similar water needs are TOTAL LOT AREA ?'! SQ grouped together. TOTAL IMPERVIOUS SURFACE AREA - Z:S 3 SQ FT HIGH VOLUME IRRIGATION shall mean an irrigation system that does not limit the delivery of water directly to the root zone and which has a minimum 3 Ll / )/ SQ FT flow rate, per emitter, of thirty(30) gallons per hour TOTAL PERVIOUS AREA/LANDSCAPE "f (gph) or one-half (.5) gallons per minute (gpm) or greater. (PER SECTION 24-181(b)(0d x 0.60 IRRIGATION ZONE shall mean the grouping together n�,/,,ll SQ FT of any type of water emitter and irrigation equipment ZMAX HIGH VOLUME IRRIGATION 1 ` V operated simultaneously by the control of a timer and a single valve. C. PREPARE&ATTACH A HYDROZONE PLAN: ON A COPY OF THE SITE PLAN OR SURVEY(RESIDENTIAL APPLICANTS)OR A LANDSCAPE PLAN(NON-RESIDENTIAL APPLICANTS),INDICATE THE CATION OF THE FOLLOWING AND FILL IN APPROXIMATE COVERAGES BELOW. HIGH WATER USE HYDROZONE(S) [ALLAPPLICANTS] SQ FT ! 2 %TLA High Water Use Hydrozones contain plants that require supplemental watering on a regular basis throughout the year. These areas include turf and lawn grasses and are typically characterized by high visibility focal points of landscaping design where High Volume Irrigation is used. High Water Use Zones shall be placed on a separate irrigation zone. MODERATE WATER USE HYDROZONE(S) [NON-RESIDENTIAL ONLY] SQ FT %TLA Moderate Water Use Hydrozones contain plants that,once established,require irrigation every two to three weeks in absence of rainfall or when they show visible stress such as wilted foliage or pale color. These are typically perennials,seasonal plants and flower beds. / 04 N O l l 06 Z � %TLA -r/ LOW WATER USE HYDROZONE(S) [NON-RESIDENTIAL ONLY] SQ FT Low Water Use Hydrozones contain plants that rarely require supplemental watering and that are drought tolerant during extreme dry periods,such as native shrubs and vegetation,established trees and ground covers,and wooded areas. MOISTURE SENSOR(S) [ALL APPLICANTS] At least one(1)moisture sensor shall be located in each Irrigation Zone. _ EMITTERS [ALL APPLICANTS] Emitters shall be sized and spaced to avoid excessive overspray on to impervious surfaces. City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233 (P)904.247.5800 • (F)904.247.5845 • www.coab.us FFL-ICCO2.07.10 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-58226 Fax (904) 247-5845 JOB ADDRESS: / .3 ZZ- O 6 n !Jw J PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: / ❑ Sewer Replacement Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) Lawn Sprinkler System-Number of Heads ❑ Well ** **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to iolate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name !fr rll r 70 1 bte'7 Phone Number Plumbing Company 4a 1�h e �7 � y Office Phone pZ �i'�F.aP' Fax Z 7o'Z 7-1 t) Co. Address: 7 7 ✓ City . P • Stater Zip �ZL3T License Holder (Print): -t., hti4m State Certification/Registration# :I-- 3 Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public