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436 Beach Ave New Home 2013 CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J131�� Application Number . . . . . 13-00003422 Date 2/18/14 Property Address . . . . . . 436 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 325000 ------------------------------------------------------------------------ Application desc new home ---------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- POLISTINA, TERRY LEE BOSCO BUILDING CONTRACTORS 12101 2ND DR NW 2158 MAYPORT RD. CORAL SPRINGS FL 33071 ATLANTIC BEACH FL 32233 (904) 241-0320 --- Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc 3 TONS 30K BTUS Sub Contractor HAMMOND AIR CONDITIONING INC Permit Fee 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/17/14 ------------------------------------------------------- Special Notes and Comments PER R CARPER PERMIT INCLUDES APPROVAL FOR APRON ON 4TH STREET Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. PERMIT IS JAMravedy BUILDING CODES. ` `S, CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 r Page 2 Application Number . . . . . 13-00003422 Date 2/18/14 ------ - - -- ----- ----- -- -- - ------ ----------- ---- --- ----- - --- - ------------- --- - 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. PLEASE SUBMIT ARCHITECTURAL PLANS THAT ARE COMPLIANT WITH OLD ATLANTIC BEACH RESIDENTIAL STANDARDS OUTLINED IN SECTION 24-172 OF THE ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS . PROPOSED GARAGE APPEARS TO BE LOCATED 15 ' FROM FRONT LOT LINE . THE PROPERTY HAS DOUBLE FRONTAGE ON BOTH OCEAN BLVD AND BEACH AVE. PER SECION 24 . 84 (C) , "FOR DOUBLE FRONTAGE LOTS EXTENDING BETWEEN BEACH AVENUE AND OCEAN BLVD, THE REQUIRED FRONT YARD SHALL BE THE YARD, WHICH FACES OCEAN BLVD. " THIS MEANS THE FRONT LOT LINE IS THE OCEAN BLVD FACING SIDE AND THE REAR IS THE BEACH AVE FACING SIDE . THE FRONT SETBACK FOR THE PROPERTY IS 201 . PER SECTION 24-89, A PRIVATE GARAGE AND GARAGE APARTMENTS MAY BE ALLOWED ON A DOUBLE FRONTAGE LOT. HOWEVER, THE GARAG E MUST MEET THE SAME SETBACKS AS REQUIRED BY THE PRINCIPAL DWELLING ON SITE, WHICH IS 201 . THEREFORE, THE PROPOSED GARAGE IS NOT IN COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS . 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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set togradeand visible . PERMIT ISAvn"I:Ifdalnagf� :�1 A()13#1 �A 1 ('f� YYI ( BIu1�F �E1 t Iq PC-ES A�I�r'4fYLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J13 Page 3 Application Number . . . . . 13-00003422 Date 2/18/14 ---------------------------------------------------------------------------- Special Notes and Comments vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 103 . 00 103 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 1013ADDRESS: I �[oPric ��V2� PERMIT# PROJECT VALUE $ 11, 500 ARI# 351 _1 1 35y REQUIRED Air Handling Equipment Only ZAir Handling Unit & Condenser Condenser Only MW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 3 Tons Per Unit 2.52..5 I- I Heat: Unit Quantity 3 BTU's Per Unit 000 Seer Rating Duct Systems: Total CFM 2 SnL-) — 2y o0o REQUIRED tEPLACEMENT 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 IRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty_ Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells )THER: ermit 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 tis 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 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 �: d . �a te-+ Phone Number 2` 1-03U::> Mechanical Company kam"." —Office Phone . 'r$- wig& Fax 3 6_7-_,655 'o. Address: ST z.. GA 1.�e�Ropd City ��,,.11` State Zip 3� ,icense Holder(Print): State Certification/Registration#C� �V la _ Jota .�q. ; J N der 20 1 "1 ., n 2 MY COMMISSION p FF 011480 efore me this 1 �d of EXPIRES:April 24,2017 y Bonded Thru Notary Pub Unde wr lerc ignature of Notary Public CITY OF ATLANTIC BEACH ij 800 SEMINOLE ROAD J N� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 13-00003422 Date 11/07/13 Application Number - 436 BEACH AVE Property Address . . Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 325000 ------------------------------- Application desc new home ------------------------------- Owner Contractor -------------- ------------------------ ---------- POLISTINA, TERRY LEE BOSCO BUILDING CONTRACTORS 1 2158 MAYPORT RD. 2101 2ND DR NW CORAL SPRINGS FL 33071 ATLANTIC BEACH FL 32233 (904) 241-0320 -- Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X __ _ - -----Permit . . SINGLE FAMILY DWELLING NEW Additional desc - . Plan Check Fee 577 . 50 Permit Fee . . . . 1155 . 00 325000 Issue Date Valuation Expiration Date . . 5/06/14 ------------------------------- Special Notes and Comments PER R CARPER PERMIT INCLUDES APPROVAL FPR APRON ON 4TH STREET 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 . toration, including sod, is required. Full right-of-way res Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste PERMIT ISI&Q'II g1eMeNjb'.1)' ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �s, CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 t 9, Page 2 Application Number 13-00003422 Date 11/07/13 - -- - - - ------- - --- -- --- -- -- ---- -- Special Notes and Comments 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. PLEASE SUBMIT ARCHITECTURAL PLANS THAT ARE COMPLIANT WITH OLD ATLANTIC BEACH RESIDENTIAL STANDARDS OUTLINED IN SECTION 24-172 OF THE ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS . PROPOSED GARAGE APPEARS TO BE LOCATED 15 ' FROM FRONT LOT LINE . THE PROPERTY HAS DOUBLE FRONTAGE ON BOTH OCEAN BLVD AND BEACH AVE . PER SECION 24 . 84 (C) , "FOR DOUBLE FRONTAGE LOTS EXTENDING BETWEEN BEACH AVENUE AND OCEAN BLVD, THE REQUIRED FRONT YARD SHALL BE THE YARD, WHICH FACES OCEAN BLVD. ,, THIS MEANS THE FRONT LOT LINE IS THE OCEAN BLVD FACING SIDE AND THE REAR IS THE BEACH AVE FACING SIDE . THE FRONT SETBACK FOR THE PROPERTY IS 201 . PER SECTION 24-89 , A PRIVATE GARAGE AND GARAGE APARTMENTS MAY BE ALLOWED ON A DOUBLE FRONTAGE LOT. HOWEVER, THE GARAG E MUST MEET THE SAME SETBACKS AS REQUIRED BY THE PRINCIPAL DWELLING ON SITE, WHICH IS 201 . THEREFORE, THE PROPOSED GARAGE IS NOT IN COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS . 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 Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . Avoid damage to underground water/sewer utilities . Verify PERMIT IS1,MI[J4S)1md)mand :ikcanijiacq lltRh1110,cat6OM DI�.:�6TI�4i�3[�+�al��iDl�:��l��\4�11�E�I�ORIDA BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 3 Application Number . . . . . 13-00003422 Date 11/07/13 ----------------------------------------------- Special Notes and Comments necessary. If field coordination is needed, call 247-5834 . --------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 17 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 50 . 00 STATE DBPR SURCHARGE 17 . 33 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 1155 . 00 1155 . 00 . 00 . 00 Plan Check Total 577 . 50 577 . 50 . 00 . 00 Other Fee Total 184 . 66 184 . 66 . 00 . 00 Grand Total 1917 . 16 1917 . 16 . 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 COPY ' Office 904 247-5826 Fax 904 247-5845 _ _ t. MAddress: 6Qacj,\ j �qti-P— Permit Number: 13= 5!Z2 Legal Description (0/ 0�c /k Parcel# oor Area ot Sq.Pt. -�Sq* Ft Valuation of Work S �Z S _ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): QNe Addition Alteration Repair Move DemoIra Use of existing/proposed stru ) (circle one): Commercial If an existing structure,is a fire sprinkler system installed? (Circle one): Yes NoFlorida Product Approval #For multiple products use product approva orm Describe in detail the type of work to be performed: �� (/` � Property Owner Information: Name:l�frU M- 1 �P�` ��(F`�'i/LG` Address: o� b City StatZ'p Phone 0 Z5J t 7140 E-Mail or Fax# (Optional) It 1 Contractor Information: Company Name: vi Quali ipg Agent: Address: City State _Zip 'ce Phone Job Site/Contact Number 2DV 123 Certification/Registration 4 Architect Name&Phone# Engineer's Name& Phone# G� CIO 0 � Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certijv 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. T his permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of si%)months at any lime after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, urnaces, 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. 1 hereby certify that I have read and ex tined this a Cpl tion and know the some to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with ether s eci erein or not. The granting of a permit does not presume to give authority,to violate or cancel the provisions of any other fede te, or l v r i acing construction or the performance of construction. Signature of wner Signature of Contracto Print Name OG`5� � Print Name �' �� ................................. Gd............................................................. 'Wrn to and subscr' ed foreme Sworn to and subscribed before me z-,�,-Day of 120/3 this Zy Day of,¢r� 15�, LWXLIAM L.POPE . Nota Public Notary public,State of Florida Notary Public Notary Public,State of Worlds My Comm.Expires Oct.19,2x15 M ,Co��'4' s 09L III all Commission No.EE 128745 Re�Pb nf§�iaN.FE lim a DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORF71 BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: !a y 3 Development Size Habitable Space 3 .791 -�.ic,'Non-Habitable 6 7A. s.A- Impervious area Miscellaneous Information Occupancy Group 9-3 Type of Construction Number of Stories -2- Zoning Zoning District A 3 -,?- Max. 2Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: o„ Pao,.c 6-a rq ^ -e— 61vo f ri co b-e- q /a rot IQ-0�,--0, 1• ar fry✓ at S�0IV Qo S c-o cv,►11 Q ro vc p [ vi-4, k-i TCAPAp a yea lt�i l an// e�'�'icifnt� NOTICE OF COMMENCEMENu (PREPARE IN DUPLICATE) 4 ILc �PY . Permit No, 1 3 yy ZZ Tax Folio No. Mfr State of ro r--1 C C� County of 0 J✓cX. To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. / / Q Legal description of property being improved: S- % 10'v� S'�C)6 Address of property being improved: / /6 Oxtc gzU-f_ ,Ac /&ack General description of improvements: /✓ E w G� �� Owner Address l� Vvr� C 330-11 Owner's Interest in site of the improvement Fee Simple Titleholder (if other than owner) Name- Address / Contractor I UI Address 3 Phone No. Fax No. L) Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) rom date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY , O R Sigr' d. DATE Before me thi Z.`r d yorida -;- J' V' in e County of D al,State f ,h s personally appeared herein by Doc#2013226926, OR BK 16513 Page 127/5, himself/hefself and affirms that all statements and declarations herein Number Pages: 1 are true and accurate Recorded 09,'03,;2013 at 11:42 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Notary Public at Large, State of County of My commission expires: Wil''AhA l PURE ersonally Known roduced Identification y(;omm.Expires Commission No.EE 128745 2 2 2 S o E > | ;o ■ | <MW | | �z�� \ 2§ | 2 | ■ ■ o § | | \ �k � • [ / . • � � 0 % | 7» ■ - 0 ° C) ® �@ )} '"U _ \ o 2 �§ �m 2[ > E . « . | i\} 2% § | | ■ � ¢ } [[ ■ � \ , § # � D§( 0 - A z ,z § a � ; §x© mE=! \ . i0 0 « 1y ;�� »e _ ! \ ° 0 | ( § �)` / zr } } ; ) ; o / §% $ C § o . ƒ °2 Co D n -� D z � v 7:3 CL CIC ►� A �- n v rJ C tj) � � � tv ° aW a c y C a < 0CD 91 (-) � n S o �n .•. p7 O CD •; 72- 47D 247CD O O O ( (aD VA � 0` �- � � � v �• CrJ 4\11 >v O ti C c c rl r o ^ e y 3 3 3 S y 2 « « 7 a # w & — w S 3 2 « w J § . / -o ƒ ƒ \ 2 ƒ ƒ 7 7 w § 7 z & ƒ \ / » / 0 ^ ° ® \° CD 77- \ m n ` \ <' z c c - ° $ S 2 \ $ 9 2 ® o � ƒ � � e � � k \ R � � k < � i \ � E _ 2 � \ ƒ $ � n _ # . � r R »_ / n � ;� n , .� C/1 w N — o �p oo � Q� v, � w t� -- O � � � c.n .p w N -- _ � J l� � p � � � -v � � nn � rn --3 � 3�y :v p rn � n � v� � c � _o 1�1 � � � � n � � 1 1 � � O � � Q � � � � � � Z � k� � � � o � � � �: .� � :� -� s -, c c -� b -� 0 a c ., v �' 0 a r 3� 0 0 -� C a� r 0 �_ r cy- 0 w CD CD CD A c� o �•�s "ti a �s � ci m � - ' cr o Z n z Co m a c :° ,::$ .» o N *\ �� o �• ,> °CD � cru � C ariCD CD o A� A ft 4- O CD o o c'n (D C> ".��' �. r•�.,° "til '� cu C17 � � CD 0 CD oCLv rn n En CD CD C-1 CD 8 — C C� N a Ts �• a A CD coo a o � � o � � 0 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method .. t� Project Name Pofistina -436 Beach Ave Builder Name: Bosro Custp, Street: 436 Beach Avenue Permit Office Duval City, State. Zip Atlantic Beach , FL 32233- Permit Number COPY Owner. Jurisdiction. 261100 f,; FILE I, Design Location: FL, Jacksonville 1 New construction or existing New(From Plans) 9 Wall Types(4043 5 sgft) Irsulafion Area 2 Single family or multiple family Single famity a Frame Wood, Exterior R=19.0 4043.50 ft' b. N/A R= it, 3 Number of units,6 multiple family 1 c WA R- ft: 4 Number of Bedrooms 4 d NIA R= ft' 10. Ceiling Types (2306.0 sgft) Insulation Area 5. Is this a worst case? No a. Under Attic(Vended) R=30 0 2246 00 ft' 6. Conditioned floor area above grade(ft) 3839 b. Knee Watt(Vented) R=19.0 60.00 fP Conditioned floor area below grade (ft') 0 c. N/A R= ft 11. Ducts R ft' 7. Windows(899.7 sgft.) Description Area a Sup: Main, Ret: Main,AH:Attic 6 115 a. U-Factor: Dbl, U-0 45 899 70 ft' SHGC: SHGC=O 40 b. U-Factor: N/A ft' 12. Cooling systems kBtulhr Efficiency SHGC: a Central Unit 760 SEER:13.00 c. U-Factor. N/A i, SHGC. 13 Heating systems kBtulhr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 76.0 HSPF:7.70 SHGC: ` Area Weighted Average Overhang Depth 3.737 ft. Area Weighted Average SHGC: 0.400 14 Hot water systems 8. Floor Types (2246.0 sgft.) Insulation Area a. Natural Gas Tankless Cap: 1 gallons a. Slab-0n-Grade Edge Insulation R=O.O 1592.00 ft' b. Conservation features EF:0.590 b. Floor over Garage R=19.0 600.00 ft' None c. other (see details) R= 54.00 IF 5. Credits Pstat Glass/Floor Area: 0.234 Total Proposed Modified Loads: 66.86 PASS Total Standard Reference Loads: 84.88 I hereby certify that the plans and specifications covered by Review of the plans and OF-111F.. this calculation are in compliance with the Florida Energy specifications covered by this _ 7 Code. calculation indicates compliance ., with the Florida Energy Code. PREPARED BY: - - - Before construction is completed DATE �S�l �c �l this building will be inspected for compliance with section 553.908 1ao it t I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CUU N'E � OWNER/AGENT. BUILDING OFFICIAL: DATE: _ DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist (W 8/1612013 3:59 PM EnergyGaugeb USA- FlaRes2010 Section 405 4.1 Compliant Software Page 1 of 7 PROJECT Title: Polistina-436 Beach Ave Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3839 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name. Bosco Custom Homes Rotate Angle: 0 Street: 436 Beach Avenue Permit Office: Duval Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach Family Type: Single-family FL . 32233- 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 3839 36470.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 .Main 3839 36470.5 Yes 5 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1` 1 Slab-On-Grade Edge Insulatio Main 170 ft 0 1592 ft2 ____ 0.3 0 0.7 2 Raised Floor Main ____ ____ 54 ft2 19 0 0 1 3 Floor over Garage Main ____ ____ 600 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor Tested Tested Insul. (deg) 1 Hip Metal 2512 ft2 0 ft2 Medium 096 No 09 No 0 26.6 / ATTIC v # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2246 ft' N N 8/16/2013 3:59 PM EnergyGauge©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 1646 ft' 0 11 Wood 2 Under Attic(Vented) Main 30 600 ft' 0 11 Wood _ 3 Knee Wall(Vented) Main 19 60 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Qrnt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor_ Grade/, 1 E Exterior Frame-Wood Main 19 19.5 0 10 0 195.0 ft' 0 0.8 0 2 S Exterior Frame-Wood Main 19 20 0 10 0 200.0 ft' 0 0.8 0 3 S Exterior Frame-Wood Main 19 21 0 10 0 210.0 ft' 0 0.8 0 4 W Exterior Frame-Wood Main 19 19 0 10 0 190.0 ft' 0 0.8 0 _ 5 S Exterior Frame-Wood Main 19 4 0 10 0 40.0 ft' 0 08 0 6 W Exterior Frame-Wood Main 19 15 0 10 0 150.0 ft' 0 0.8 0 7 N Exterior Frame-Wood Main 19 11 0 10 0 110.0 ft' 0 0.8 0 8 N Exterior Frame-Wood Main 19 5.5 0 10 0 55.0 ft' 0 0.8 0 9 N Exterior Frame-Wood Main 19 16.5 0 9 0 148.5 ft' 0 0.8 0 10 S Exterior Frame-Wood Main 19 10 0 9 0 90.0 ft' 0 0.8 0 11 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 12 N Exterior Frame-Wood Main 19 12 0 9 0 108.0 ft' 0 0.8 0 _13 N Exterior Frame-Wood Main 19 12.5 0 9 0 112.5 ft' 0 0.8 0 14 E Exterior Frame-Wood Main 19 19 0 9 0 171.0 ft' 0 0.8 0 15 S Exterior Frame-Wood Main 19 17.5 0 9 0 157.5 ft' 0 0.8 0 16 N Exterior Frame-Wood Main 19 6.5 0 9 0 58.5 ft' 0 0.8 0 17 S Exterior Frame-Wood Main 19 7.5 0 9 0 67.5 ft' 0 0.8 0 18 E Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 _19 N Exterior Frame-Wood Main 19 8 0 9 0 72.0 ft' 0 0.8 0 20 N Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 21 E Exterior Frame-Wood Main 19 3.5 0 9 0 31.5 ft' 0 0.8 0 22 S Exterior Frame-Wood Main 19 8.5 0 9 0 76.5 ft' 0 0.8 0 23 S Exterior Frame-Wood Main 19 17 0 9 0 153.0 ft' 0 0.8 0 24 W Exterior Frame-Wood Main 19 14.5 0 9 0 130.5 ft' 0 0.8 0 25 W Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 26 W Exterior Frame-Wood Main 19 15 0 9 0 135.0 ft' 0 0.8 0 27 N Exterior Frame-Wood Main 19 19 0 9 0 171.0 ft' 0 0.8 0 28 N Exterior Frame-Wood Main 19 5 0 9 0 45.0 ft' 0 0.8 0 29 E Exterior Frame-Wood Main 19 24 0 9 0 216.0 ft' 0 0.8 0 30 S Exterior Frame-Wood Main 19 20 0 9 0 180.0 ft' 0 0.8 0 31 W Exterior Frame-Wood Main 19 30 0 9 0 270.0 ft' 0 0.8 0 _32 N Exterior Frame-Wood Main 19 9.5 0 9 0 85.5 ft' 0 0.8 0 *33 E Exterior Frame-Wood Main 19 6 0 9 0 54.0 ft' 0 0.23 0.8 0 8/16/2013 3:59 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 7 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 0.460000 0.1 0.1 0.010000 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 96.0 ft' 6.7 ft 0 in 1 ft 0 in None None 2 S 2 None Low-E Double Yes 0.45 0.4 36.0 ft' 1 ft 0 in 10 ft 0 in None None 3 S 3 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 10 ft 0 in None None 4 W 4 None Low-E Double Yes 0.45 0.4 48.0 ft' 12.5 ft 0 i 1 ft 0 in None None 5 W 6 None Low-E Double Yes 0.45 0.4 48.0 ft' 7.5 ft 0 in 1 ft 0 in None None 6 N 7 None Low-E Double Yes 0.45 0.4 10.0 ft' 1 ft 0 in 10 ft 0 in None None 7 N 8 None Low-E Double Yes 0.45 0.4 6.0 ft' 1 ft 0 in 10 ft 0 in None None 8 N 9 None Low-E Double Yes 0.45 0.4 18.0 ft' 1 ft 0 in 10 ft 0 in None None 9 S 10 None Low-E Double Yes 0.45 0.4 18.0 ft' 19 ft 0 in 1 ft 0 in None None 10 E 11 None Low-E Double Yes 0.45 0.4 39.6 ft' 1 ft 0 in 1 ft 0 in None None 11 N 12 None Low-E Double Yes 0.45 0.4 18.0 ft' 1 ft 0 in 10 ft 0 in None None 12 N 13 None Low-E Double Yes 0.45 0.4 16.5 ft' 1 ft 0 in 1 ft 0 in None None 13 E 14 None Low-E Double Yes 0.45 0.4 96.0 ft' 6.5 ft 0 in 1 ft 0 in None None 14 S 15 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 ft 0 in None None 15 N 16 None Low-E Double Yes 0.45 0.4 12.5 ft' 1 ft 0 in 1 ft 0 in None None 16 S 17 None Low-E Double Yes 0.45 0.4 9.0 ft' 19 ft 0 in 1 ft 0 in None None 17 E 18 None Low-E Double Yes 0.45 0.4 31.0 ft' 1 ft 0 in 1 ft 0 in None None 18 N 19 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 19 N 20 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 20 S 22 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 21 S 23 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 22 S 23 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 23 W 25 None Low-E Double Yes 0.45 0.4 9.0 ft' 1 ft 0 in 1 ft 0 in None None 24 W 26 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 ft 0 in None None 25 N 27 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 26 N 28 None Low-E Double Yes 0.45 0.4 15.0 ft' 3.5 ft 0 in 1 ft 0 in None None 27 E 29 None Low-E Double Yes 0.45 0.4 15.0 ft' 1 ft 0 in 1 ft 0 in None None 28 E 29 None Low-E Double Yes 0.45 0.4 25.0 ft' 1 ft 0 in 1 ft 0 in None None 29 E 29 None Low-E Double Yes 0.45 0.4 20.1 ft' 1 ft 0 in 1 ft 0 in None None 30 S 30 None Low-E Double Yes 0.45 0.4 30.0 ft' 1 ft 0 in 1 ft 0 in None None 31 W 31 None Low-E Double Yes 0.45 0.4 90.0 ft' 1 ft 0 in 1 ft 0 in None None 32 N 32 None Low-E Double Yes 0.45 0.4 4.0 ft' 1 ft 0 in 1 ft 0 in None None 33 E 33 None Low-E Double Yes 0.45 0.4 9.0 ft' 1 ft 0 in 1 ft 0 in None None c 8/16/2013 3:59 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 1 600 ft2 0 ft2 64 ft 8 n 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 3020.9 16584 311.89 0.2843 49699 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1A Electric Heat Pump None HSPF:7.7 58 kBtu/hr 1 Sys#1 1 B Electric Heat Pump None HSPF: 7.7 18 kBtu/hr 1 Sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts —_ 1 A Central Unit None SEER: 13 58 kBtu/hr 1740 cfm 0.75 1 sys#1 1 B 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS ----Supply---- ----Return---- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CIFM125 OUT QN RLF Heal Cool 1 A Main 6 652 ft' Main 163 ft2 Default Leakage Attic cfm (Default) 1 1 1 B Main 6 115 ft' Main 28 ft' Default Leakage Attic cfm (Default) 1 1 8/16/2013 3.59 PM EnergyGauge®USA-FlaRes2010 Section 405 4 1 Compliant Software Page 5 of 7 TEMPERATURES Programable Thermostat: Y Ceiling Fans' CoolingJan Feb Mar Apr May [X]Jun [[X]]Jul [X Aug Sep (( Oct [[ jj Nov [[ Dec HeatinHJan HFeb kX Mar Apr May ( ]Jun [ )Jul [ Aug SeP Oct [X]Nov (X Dec Ventin Jan Feb X Mar A r Ma [ ]Jun [[ ]]Jul [ Au Se Oct ((XX])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(WE H) 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 r 8/16/2013 3:59 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: 436 Beach Avenue PERMIT#: Atlantic Beach, FL, 32233- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) 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. I 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 i Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8/16/2013 3:59 PM EnergyGauge®USA-FlaRes2010 Section 405.4 1 Compliant Software Page 7 of 7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 436 Beach Avenue, Atlantic Beach, FL, 32233- 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 4043.50 ft' b.N/A R= ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2246.00 ft' 6 Conditioned floor area(ft') 3839 b.Knee Wall(Vented) R=19.0 60.00 ft' 7. windows" Description Area c. N/A R= ft' a. U-Factor: Dbl,U=0.45 899.70 ft' 11. Ducts R ft' SHGC: SHGC=0.40 a.Sup:Main,Ret:Main,AH:Attic 6 115 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 76.0 SEER:13.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 76.0 HSPF:7.70 Area Weighted'Average Overhang Depth: 3.737 ft. Area Weighted Average SHGC: 0.400 8. Floor Types Insulation Area 14.Hot water systems z a. Natural Gas Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1592.00 ft EF:0.59 b.Floor over Garage R=19.0 600.00 ft' c.other(see details) R= 54.00 ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -VHE S7 Construction through the above energy saving features which will be installed(or exceeded) SOF - qT�O in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. •..;:;:€. ;::,3 0 Builder Signature: Date: Address of New Home: City/FL Zip: rt. 9�l 01)WIE "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) t38-1492 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: Polistina-436 Beach Ave Builder Name: Bosco Custom Homes Street: 436 Beach Avenue Permit Office: Duval City,State,Zip: Atlantic Beach,FL ,32233- 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- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists - Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separatinq them from the exterior wall. *Clectrical/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 drVwall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FILE COPY AM- SYAxiZ,Tc;WFy.i.slw+.nra�.iW�iJYbP°�F.:14MFJYh91R.i-ilt..- Polistina - 436 Beach Ave HVAC Load Calculations for Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 li ftvware o 17 I I RHVAC RESIDENTIAL AND LIGHT COMMERCIAL HVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Road Jacksonville, FL 32218 904-757-3569 Friday,August 16, 2013 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. _ --- p Rhvac-Residential&Light Commercial HVAC Loads Home Energy Services Elite Software Develo ment,Inc. Jacksonville,FL 32218 Polistina-436 Beach Ave -- ---- Page 2 r ject Report - - - jI 'General Pro'ect Information _ — __ ___.__ __- Project Title: Polistma 436 Beach Ave Project Date: Tuesday, August 13, 2013 Client Name: Bosco Custom Homes Client Address: 2158 Mayport Road Client City: Atlantic Beach, FL 32233 Client Phone: 904.241.0320 Client Comment: Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Road Company City: Jacksonville, FL 32218 Company Phone: 904-757-3569 Company Fax: 904-757-7104 Company E-Mail Address: jimwilliams@homebuildingstore.com Design Data T Reference City Jacksonville, Florida Building Orientation: Front door faces North 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 (W Check Figures Total Building Supply CFM 2,716 CFM Per Square ft.: 0.708 Square ft. of Room Area: 3,839 Square ft. Per Ton: 674 Volume(ft')of Cond. Space: 36,868 ullding Loads Total Heating Required Including Ventilation Air. 53,849 Btuh 53.849 MBH Total Sensible Gain: 59,703 Btuh 87 % Total Latent Gain: 8,652 Btuh 13 % Total Cooling Required Including Ventilation Air: 68,355 Btuh 5.70 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. • Friday, August 16, 2013, 3:57 PM - - -- - ---- - Polistina_4 P----- HomeRhva -Residential&Light Commercial HVAC Loads Elite Software Develo ment,Inc. Home Energy Seryices 36 Beach Ave Jacksonville,FL 32218 Page 3 --- _- - ---� Miscellaneous Report_ _ System 1 Main Outdoor Outdoor Outdoor Indoor Indoor Grains In Put Data _ Dry Bulb Wet Bulb Rel Hum Rel Hum D Bulb Difference I Winter: 32 29.92 80% n/a ry- 70 n/a Summer: 94 77 47% 50% 75 48.06 [in�putDat�a d Floor Outdoor Outdoor Outdoor _ Indoor indoor---d-rains Dry Bulb Wet BulbRel Hum Rel Hum D - ry Bulb Difference i Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Siring 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: 0.250 AC/hr 0.250 AC/hr 154 CFM 154 CFM Infiltration Actual: 0.250 AC/hr 0.250 AC/hr Above Grade Volume: X 36.868 Cu.ft. X 36.868 Cu.ft. 9,217 Cu.ft./hr 9,217 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 154 CFM 154 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(127 CFM) Summer Infiltration Specified: 0.250 AC/hr(127 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: 0.250 AC/hr(27 CFM) Summer Infiltration Specified: 0.250 AC/hr(27 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From [N:o7Type Description _ Location_ Ceiling - Leakage Insulation Area MDD j 1 Supply Main Attic 16B 0.09 6 874 No 1t Return Main Attic 16B 0.15 6 324 No .Dud Load Factor Scenariosfor System 2 Attic TDuct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD j 1 Supply Main Attic 16B 0.09 6 161 _N o 1 Return Main Attic 16B 0.15 6 30 No Friday, August 16, 2013, 3:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Polistina-436 Beach Ave Jacksonville,FL 32218 Page 4 Load Preview Report Net Rec ft.' Sen Lat Net Sen Sys Sys Sys pact Scope Ton Ton /Ton Area Gain; Gain Gain Loss Htg. Clg Acte Size CFM CFM CFM Building 5.70 6.63 579 3,839 59,703 8,652 68,355 53,849 1,089 2,716 2,716 System 1 4.32 4.97 651 3,239 44,755 7,080 51,835 44,217 894 2,036 2,036 20x20 Duct Latent 1,948 1,948 Zone 1 3.239 44,755 5,132 49,887 44,217 894 2,036 2,036 20x20 1-Great Room 600 9,046 1,311 10,357 7,393 149 412 412 4--6 2-Kitchen 420 5,301 718 6,019 6,402 129 241 241 3--5 3-Bedroom 4 165 3,055 388 3,443 4,856 98 139 139 2-5 4 Pantry 61 274 71 345 815 16 12 12 1-4 5-Bath 1 99 0 0 0 0 0 0 0 0-0 6-Stair 52 770 192 962 2277 46 35 35 0 -0' 7-Dining 195 3,792 431 4,223 5,563 112 173 173 2-5 8-Landing 182 1,061 146 1207 1,171 24 48 48 1-4 0,Master Bedroom 361 6,654 425 7,079 4,753 96 303 303 3-6 10-M Closet 154 758 76 834 763 15 34 34 1-4 11 Waster Bath 192 3,359 355 3,714 2,663 54 153 153 2-5 12-M Toilet 18 535 99 634 680 14 24 24 1-4 13-Kitchenette 99 2,917 99 3,016 812 16 133 133 2-5 14-Bedroom 3 255 2,474 367 2,841 2,605 53 113 113 2-4 15-Bath 3 60 781 58 839 545 11 36 36 1-4 16-Bath 4 60 142 0 142 98 2 6 6 1-4 17-Bedroom 4_ 266 3,835 396 4,231 2,820 57 174 174 2-5 System 2 1.38 1.66 361 600 14,947 1,572 16,520 9,632 195 680 680 10x14 Duct Latent 290 290 Zone 1 600 14,947 1282 16,229 9,632 195 680 680 10x14 18-Garage Bonus 540 13,954 1,137 15,091 8,538 173 635 635 6-6 19-Bath 1 60 993 145 1,138 1,094 22 45 45 1-4 I • Friday, August 16, 2013, 3:57 PM Rhvac-Residential 8,Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Polistina-436 Beach Ave Jacksonville,FL 32218 P_g 5 i - -- Duct Size Preview Room or Minimum Maximum Rough DesignSP Duct Duct Duct Name Velocity Velocity Factor L/100 Loss Veloci Len h Htg Clg Act Duct h 9t Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Great Room 450 750 0 0.1 524 149 '_ 412 4-6 2-Kitchen 450 750 0 0.1 589.6 129 241 3-5 3-Bedroom 4 450 750 0 0.1 509.7 98 -', flB 139 2-5 4-Pantry 450 750 0 0.1 143.1 16 12 12 1-4 5-Bath 1 450 750 0 0.1 0 0 p 0 0-0 6-Stair 450 750 0 0.1 0 46 35 0--0 7-Dining 450 750 0 0.1 632.7 112 173 2-5 8-Landing 450 750 0 0.1 553.2 24 $ 48 1-4 9-Master Bedroom 450 750 0 0.1 514 96 ''" 303 3-5 10-M Closet 450 750 0 0.1 395.1 15 34 1-4 11-Master Bath 450 750 0 0.1 560.5 54 153 2-5 12-M Toilet 450 750 0 0.1 279.1 1424 1-4 �T 13-Kitchenette 450 750 0 0.1 486.6 16 133 2-5 14-Bedroom 3 450 750 0 0.1 645 53i6' 113 2-4 15-Bath 3 450 750 0 0.1 407.2 11 36 1-4 16-Bath 4 450 750 0 0.1 74 2 6 1-4 17-Bedroom 4 450 750 0 0.1 639.7 57 oft 174 2-5 Other Duds in System 1 Supply Main.Trunk 650 900 0 0.1 733 894 2,036 20x20 System 2 "- Supply Runouts Zone 1 (W 18-Garage Bonus 450 750 0 0.1 538.9 173 635 6-6 19-Bath 1 450 750 0 0.1 517.9 22 45 1--4 Other Duds in System 2 Supply Main Trunk 650 900 0 0.1 699.5 195 680 10x14 ---- -- --- Summary System 1 Heating Flow: 894 Cooling Flow: 2036 System 2 Heating Flow: 195 Cooling Flow: 680 Friday, August 16, 2013, 3:57 PM Rhvac-Residential&Light Commercial HVAC Loads �- - Elite Software Development,Inc. Home Energy Services Polistina-436 Beach Ave Jacksonville,FL 32218 Page 6 i -- rTotal Building Summary Loads j Component Area Sen Lat Sen Total, jDescripbon Quan Loss Gain Gain Gain j 10D-f: Glazing-French door, double pane low-e glass (e = 323.1 5,521 0 8,119 8,119 0.10), insulated fiberglass frame, u-value 0.45, SHGC 0.35 j 4A-6-o: Glazing-Double pane low-e(e = 0.20 or less), 576.6 7,675 0 14,454 14,454 high performance, operable window, a=0.05 on surface 2, any frame, u-value 0.35, SHGC 0.35 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 3143.8 8,125 0 4,576 4,576 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 2263.9 2,751 0 3,913 3,913 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 166-19: Roof/Ceiling-Under Attic with Insulation on Attic 60 112 0 159 159 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-19 insulation 22A-ph: Floor-Slab on grade, No edge insulation, no 170 8,772 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-19: Floor-Over open crawl space or garage, Passive, 682 1,296 0 478 478 R-19 blagket insulation, any cover Subtotals for structure: 34,252 0 31,699 31,699 People: 7 1,400 1,610 3,010 Equipment: 0 8,900 8,900 Lighting: 0 0 0 Ductwork: 13,181 2,238 13,866 16,104 Infiltration: Winter CFM: 154, Summer CFM: 154 6,416 5,014 3,205 8,219 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 423 423 Total Building Load Totals: 53,849 8,652 59,703 68,355 [Check Figures Total Building Supply CFM: 2,716 CFM Per Square ft. 0.708 Square ft. of Room Area: 3,839 Square ft. Per Ton: 674 Volume(ft')of Cond. Space: 36,868 - -- - - - � Building Loads - Total Heating Required Including Ventilation Air: 53,849 Btuh 53.849 MBH Total Sensible Gain: 59,703 Btuh 87 % Total Latent Gain: 8,652 Btuh 13 % Total Cooling Required Including Ventilation Air: 68,355 Btuh 5.70 Tons(Based On Sensible + Latent) Notes - 71 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. MI 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. Friday, August 16, 2013, 3:57 PM Rhvac-Residential&Light Commercial HVAC Loads – ---! Elite Software Development,Inc. I Home Energy Services Polistina-436 Beach Ave Jacksonville,FL 32218 --- ------ -- -- --P—ge 7 1 [Building Pie Chart Floor 19% Infiltration 12% Roof 5%_ Building Loss _ Ductwork 24% a 53,849 {, s' Btuh Wall 15%/ Glass 25% Floor 1% ED Excursion Roof 6 1%Infiltration 12% Wall 7%\ I Building Ductwork 24% Gain --- -- 68,355 Btuh Glass 33% People 4% Equipment 13% Friday, August 16,2013, 3:57 PM + RI hvac-Residential&Light Commercial HVAC loads Elite Software Development,Inc. j Home Energy Services Polistina-436 Beach Ave, Jacksonville,FL 32218 Page 8 [stem 1 Room Load Summary Htg Min Run Run Clg Cig Min Act rl' Room Area Sens Htg Dud Dud Sens Lat Clg Sys ENO Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Great Room 600 7,393 149 4-6 524 9,046 1,311 412 412 2 Kitchen 420 6,402 129 3-5 590 5,301 718 241 241 3 Bedroom 4 165 4,856 98 2-5 510 3,055 388 139 139 4 Pantry 61 815 16 1-4 143 274 71 12 12 5 Bath 1 99 0 0 0-0 0 0 0 0 0 6 Stair 52 2,277 46 0-0 0 770 192 35 35 7 Dining 195 5,563 112 2-5 633 3,792 431 173 173 8 Landing 182 1,171 24 1-4 553 1,061 146 48 48 9 Master Bedroom 361 4,753 96 3-6 514 6,654 425 303 303 10 M Closet 154 763 15 1-4 395 758 76 34 34 11 Master Bath 192 2,663 54 2-5 560 3,359 355 153 153 12 M Toilet 18 680 14 1-4 279 535 99 24 24 13 Kitchenette 99 812 16 2-5 487 2,917 99 133 133 14 Bedroom 3 255 2,605 53 2-4 645 2,474 367 113 113 15 Bath 3 60 545 11 1-4 407 781 58 36 36 16 Bath 4 60 98 2 1-4 74 142 0 6 6 17 Bedroom 4 266 2,820 57 2-5 640 3,835 396 174 174 Duct Latent 1,948 System 1 total 3,239 44,217 894 44,755 7,080 2,036 2,036_ System 1 Main Trunk Size: 20x20 in. Velocity: 733 ft./min Loss per 100 ft.: 0.050 in.wg .Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 4.32 86%/ 14% 44,755 7,080 51,835 Actual: 4.83 75%/25% 43,500 14,500 58,000 :Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 4TWB3060B1 4TWB3060B1 Indoor Model: 4NXCD063BC3 Brand: XB13 XB13 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 55500 58000 Sensible Capacity: n/a 43,500 Btuh Latent Capacity: n/a 14,500 Btuh AHRI Reference No.: n/a 5992742 Friday, August 16, 2013, 3:57 PM ' Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Polistina-436 Beach Ave Jacksonville,FL 32218 _ _ Page 9 --18 System 2 Room Load Summaq Htg Min Run TRun Clg Cig Min Act I Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM `CFM ---Zone 1--- 18 Garage Bonus 540 8,538 173 6-6 539 13,954 1,137 635 635 19 Bath 1 60 1,094 22 1-4 518 993 145 45 45 Duct Latent 290 System 2 total 600 9,632 195 14,947 1,572 680 680 System 2 Main Trunk Size: 10x14 in. Velocity: 699 ft./min Loss per 100 ft.: 0.091 in.wg Cooling System Summary F_ Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.38 90%/ 10% 14,947 1,572 16,520 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data Heatinq System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 4TW B3018D1 4TW B3018D1 Indoor Model: *AM4AOA18S11+TDR Brand: XB13 XB13 Description:- Air Source Heat Pump Air Source Heat Pump Efficiency: 7.7 HSPF 13 SEER Sound: Capacity: 17400 18000 Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 6325120 Friday, August 16, 2013, 3:57 PM �s:aaiF City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road r Atlantic Beach, Florida 32233-5445 Z_ - Z Z- Phone(904)247-5826 - Fax(904)247 r-jfll� E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: " (`� De ent review required Yes No o J Buildin_ .- Applicant: Planning &Zoning c Tree Administrator Project: 17Ve /f) C Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verifred B Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: proved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: - 6 FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 s1ar� City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) 800 Seminole Road ; ,7 Atlantic Beach, Florida 32233-5445 7 z Z Phone(904)247-5826 - Fax(904)247-5845 may.j31p? E-mail: building-dept@coab.us Date routed: / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �&6 Z� d (l� Department review required Yes No J / Builtri Applicant: S�� /LCA/� anning &Zonin ree Administrator Project: 'public Works r Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUIL G PLANNING &ZONING Reviewed by: Date: 9�S- TREE ADMIN. Second Review- QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14109 s�aaiF City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) .. 800 Seminole Road 2- Phone Atlantic Beach,Florida 32233-5445 7 Phone(904)247-5826 Fax(904)247-5845 ; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building DepaM�ent.) 800 Seminole Road C Atlantic Beach, Florida 322335445 ry D '5 1 z" Phone(904)247-5826 • Fax(904)247-5845 1Gf E-mail: building-dept@coab.us 8 2��3 Date routed_ , City web-site: http://www.coab.us �1': APPLICATION REVIEW AND TRACKING FORM Property Address: (rh (�� DO ent review required Yes No / Buildin_g � Applicant: 'Planning&Zoning Tree Administrator Project: /� f�� /f 1 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 B Florida Dept. of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING �/ p PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review- ❑Approved as revised. ❑Denied. P Comments: BLI UTILITIES PUBLIC SAF Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ?i r J\ CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: _9/18/13 Project Address: 436 Beach Ave. 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 Existing 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 $ APPROVED: _Donna Kaluzniak 9/18/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date a�II _5 PERMIT# Job Address60, ISSUED BY THE CITY � I Permitee: t (ICA, Telephone# Permittee Address: a V 2 ta Dr- MW Q Im 1 Requesting Permission to Construct: CA (O Location: (Reference to Cross-Street) / 0 �� 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes( ) No ( ) Date: Ferrell Gas Yes( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beac or Florida ep ment of Transportation Standards and be performed under the supervision of — Lc Contractor's Project Superintendent) located at ;�J Telephone 4. All materials and equipment shall be subject fb inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. ti A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of PublicWo s all a notified twenty-four (24) hours prior to starting work and again immediately u ompleti OWN Signed: Date: Before me this day of / n the ounty of Duval, State of Flori has per ally appeared Notary Pu/blli,atLarge,S to of Florida,County of Duval. My commn expires: Personally Known: WILLIAM L. roduced Identification: Notary Public,State of Florida My Comm.Expires Oct.19,205 Commission No.EE 128745 U A. O"= 9 0 vLA �y 3u V J LAI , U e,3 �� N � o W ' ZOZMW O 2 x a m�F a p^o p W Q z m p .Z Z M aQ a Ua JX16 Z <4 3 m Z IN � p O wa W 'F- 3nN3AV Hod38 I avoa mend a3nrd AVM eo iHOia.or u U ' m 01313.66'69 Q d W ,00-os m u rc o ue o Elf W }0 Z 0 NJdK2 vi0 kW i jE Z O Z N N o I O �� m N Z Z >i �0 8 m raffia (oz >I ool 8) g Zg� �] LyJ p m w ONO i O Y If U U J o p p y 3f 4 0 y a O O a o ns' g a Z D LDW a g666y m V d z W or N N N N p N a JQ 1 .} O co O O C)01 1,2 f W n 4 Q N C, (O O O !� QOp O O Ai WZ - -� Mr 1�rr M K Q O oma _ arc+ s„ Inp= pz' nLLJ o¢a a a.i A. N U Ai .�.o-_ a.nas.. 0 � to ^` W z oa< N zZOz Z W<OQ Q < p O a --_}+ Q IN'17.9' LU w W W W o U Y Q 3— 5 Q Q d'- >O O Y Fwx- s Z w U W��,. LL yaEL o Wlj� �- 0 J a N ~ oQOZW OOa OOg a x < o c U (1131A.1,0-00L h � ,00,09 a ,00.001 ? 4a p GdVA31no 8 Nd3 00 Z S U avow on8nd 03AVd AVM 30 1H01tl,09 W Q w W O p w 0 U ��G9993 z j> a ¢ m n Z 0 Z N`oJJ 0' p O W U < Z=Z p LLW Z W 3 -,O Z Z 0_ = O w O< �vWymo 5 w r K x z O a wn s z } w z f` 0 N w 0OV Q OU p Comp. By: RLC Date: 9/20/2013 Public Works Department City of Atlantic Beach Permit No: 13-3191 -�� Address: 1 ea h Ave (` Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,228 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,030 7,228 1.00 0.42 Est. from aerial & Prop Pervious 4,198 7,228 0.20 0.12 Appraiser website Runoff Coefficient(C)= 0.54 Runoff Volume V= 0.54 x 7,228 x 9.3 / 12 V= 2,999 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,228 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,293 7,228 1.00 0.46 Pervious 3,935 7,228 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 7,228 x 9.3 / 12 V= 3,162 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,162 - 2,999 DV= 163 ft3 Retention 436 Beach Ave-onsite Retention w-grnd.xlsx 9/20/2013 �s .is Comp. By: RLC Date: 9/20/2013 v� Public Works Department City of Atlantic Beach Permit No: 13-3191 Address: 1565 Beach Ave Provided Storage: Elevation Area Storage (ft) (ft) (ft) 12.5 0 0 BOTTOM Storage provided in 4 6"x50LF pert pipe 13.0 900 225 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A*d*pf A=Area= 900.0 d=depth to ESHWT= 8.0 ESHWT 4.0- per geotech pf= pore factor= 0.3 Inground Storage= 2160.0 ft3 Required Treatment Volume = 163 ft3 Supplied Treatment Volume = 2,385 ft3 ■ Retention 436 Beach Ave-onsite Retention w-grnd.xlsx 9/20/2013 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 ,. ., Address: �(')f�� ter r�1 IPi�ll� Permit Number: Legal Description `tel /L —1�X15- �� .t� <h Parcel # - Floor Area ol Sq.Ft. Sq.F Valuation of Work S i5: _ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): QNe Addition Alteration Repair Move Demolition B/ Ia,r;Jvj Use of existing/proposed stru )(circle one): Commercial C�sideo r If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No I Florida Product Approval # t �� ZU 1? �P For multiple products use product approval form By Describe in detail the type of work to be performed: �- Property Owner Information: Name' r7/ �– C�e�,`�Gi M'p 1/lG�-- Address: v,� D A � City Statt-1,1Z'p Phone 4041 2�4 t E-Mail or Fax#(Optional) Contractor Information: Company Name: vi Quali ipg Agent: CM MfQ Address: City State F::C Zip ' 'ce Phone Job Site/Contact Number YDV Fax e Certification/Registration# Architect Name& Phone# Engineer's Name& Phone# G r� 6r_ J Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address t pplicution is hereby made to obtain a permit to do the work and installations as indicaled. /cerlijy that no work or installation has commenced prior to the issuance uja permit and that al/work will be perfor►ned to meet the standards of all laws regu/aging construction in this jurisdicliat. This permit becomes null and void if work is not canmenced within six(6)months, or if construction or r� or is suspended or abandoned for a period of six(6)months at any lime after work is commenced /understand that separate permits must be secured jor Electrics!Work, Plumbing,Signs, Wells, Pools, Furnaces, Boileis, Healers, Tiurks snd Air Condit/esters,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. l hereby certify that I have read and ex tined this a pI' tion and know the same lobe true and correct. A11 provisions c�7a►o;�and ordinances governing this type of work will be complied with ether s eci erein or not. The granting of a permit does not prestone to give aulhority o violale or cancel the provisions of anv other fele le, or/ r t sting construction or the performance of construction. SH,nature of Owner f/G�j Signature of Contracto Print Name ........... ...0.`l„! (L1.. ............................... Print Name ............ ...........�0. 6 ....C� S ern to and subscr' ed efore me Sworn to and subscribed before me Day of20, this >- Day of !' �0 -- -- WJLLIAM L.POPE — Notary Public Notary public,StatO of Florida Notary Public Notary Public,State of Nwift My Comm.Expires Oct.19,2U15 My.Comm ares Opt,JWXj§ Commission No.EE 128745 Reve "91WA.69EE ti195 R.O.W. Permit Attachment of for R.O.W. Permit# issued 2200— Atlantic Beach,FFL� 32233 Owner's Name: �P�� OU.Tnn0. Property Address: _E 14��p c 0�(4, (Z 3,2Z3 Subdivision: Lot#/Block#: R.E. #: F7 woo REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this Jl � day of 2045 by Atlantic Beach, Florida, a municipal corporati9p organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,hereinafter referred to as"USER". Coll�a_o re WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit (yi� �y 5-�numbers noted above (copies attached). //►► This work is generally described as: �,1. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by Mfied C to ail, return receipt requested, to following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED an SIG this,day of 200J By: Py 6'p"e'r t j Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 1 day of - 2003,,personally appeared before me, a Notary Public in and for said County and State, CvtA4 16((15+102k , the property owner of vss Atlantic Beadi, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. WILLIAM L.POPE Notary Public,State of Florida Notary Public in for said County and State My Comm.Expires O Commission No.EEE 128 1287455 CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Appro d: Rickkt. C er,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim H son, City Manager Page 2 of 2 City of Atlantic Beach Building and Zoning Department Al 800 Seminole Road rAtlantic Beach,Florida 32233 Telephone(904) 247-5800 Fax(904)247-5805 -oil www.coab.us Memorandum To: BUILDING PERMIT FILE From: Michael Griffin, CBO, CFM Building and Zoning Director Date: November 5, 2013 Re: 436 Beach Avenue Building permit application 13-3422 Based upon direction from Alan Jensen, City Attorney after review of the affidavit dated October 7, 2013 (copy attached), signed by Erika Hall, Principal Planner, former employee of the City of Atlantic Beach application 13-3422 for a new single family dwelling is approved with the front yard being Beach Ave. AFFIDAVIT STATE OF FLORIDA COUNTY OF SK\\\tb, BEFORE ME, the undersigned authority, personally appeared Erika Hall, who after being duly sworn according to law,deposes and says: I. AFFIANT was the Principal Planner for the City of Atlantic Beach, Florida for approximately six(6)years and eight(8)months. 2. AFFIANT's duties included reviewing the City of Atlantic Beach Land Development Code (the "Land Development Code") and advising property owners, developers and builders of the design standards, set-back requirements and other zoning restrictions found in the Land Development Code. 3. AFFIANT met with and had phone conversations with Lindley Tolbert several times in the fall of 2012 regarding the development of a residential lot previously addressed as 437 Ocean Boulevard, Atlantic Beach,Florida and located between Ocean Boulevard and Beach Avenue (the "Property"). 4. Lindley Tolbert provided AFFIANT with a letter dated October 11, 2012 from Mike Griffin, the City of Atlantic Beach Building and Zoning Director, evidencing that the address of the Property was changed from 437 Ocean Boulevard to 436 Beach Avenue. The letter is attached as Exhibit"A"to this affidavit. 1 10. Lindley Tolbert advised AFFIANT that she planned to build a detached garage with guest quarters which would be set back fifteen (15) feet from the property line abutting Ocean Boulevard. AFFIANT advised that such construction would be in compliance with the Land Development Code. 11. All representations made by AFFIANT to Lindley Tolbert regarding development of the Property were made in AFFIANT's official capacity as Principal Planner and with the understanding that Lindley Tolbert would rely on said representations and would develop the Property in. accordance with said representations. FURTHER AFFIANT SAYETH NAUGHT. Sworn to before me this day of � G�t t� ,2013. i• e;, NO ARY PlbLIC CygrKIA PERRY NOTARY PU611C Erika-Hall �STA7EQF FLORIDA 'Wj0*EF-;6S375 �4►� Expites?J2fl1�01C 3 EXHIBIT "B" 1 _ ... __. .... _,�:a•t �.'..�. .•. Vii::' �.i.•:, :''a•. . _ � �-a`�"!:.-�",'^�+'-:•,:^;tet«{...._r_1... ._,.... . �*•:•r-.',��:-t.t-:r:�.-r'•,�,.-;�:.�...:�•. '�_. ..... _...__ Ufa 'j' "• -. 'r.:��;a_�_ s—= 3�.L-as = ..-_ .. .__. _ ...___rte•-y s_: - ................ __ . _ •�-_ _ V __ _.. ........ _.._ -70( rvo'.If /MYT -C) ff. 1715: N7 of L LIo. -Av- TOLBERT InWordeslgn renovatlon Consultaflon October 10, 2012 Dear Mike- I'm writing to request a change of address for the property I recently purchased at 437 Ocean Boulevard (see attached HUD) to an address on Beach Avenue (see attached survey). Please let me know when this can be completed? If 437 Beach Avenue works for you that would be great. Otherwise, please let me know what does work. Best regards, Lindley Tolbert Lindley Tolbert Design, Inc 465 Beach Avenue Atlantic Beach,FL 32233•lindley@lindleytolbertdesign.com•Phone(904) 234-7140,Fax(904)241-8787 September 26, 2013 To whom it may concern: The apartment above our garage at 436 Beach Ave is an efficiency apartment (guest room). We recognize that any refrigerator needs to be a minimum o 10.3 cu ft. and stoves are not allowed. Terry Polistina September 26, 2013 To whom it may concern: The apartment above our garage at 436 Beach Ave is an efficiency apartment (guest room). We recognize that any refrigerator needs to be a minimum o 10.3 cu ft. and stoves are not allowed. Terry Polistina CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 PHONE(904)247-5800 October 11,2012 Lindley Tolbert Lindley Tolbert Design, Inc. 465 Beach Avenue Atlantic Beach,Florida 32233 RE: 437 Ocean Blvd. RE:#170164-0000 Lot 3,Block 22,Atlantic Beach, FL 32233 Dear Lindley: i i As per your requested your address has been changed as follows: OLD ADDRESS NEW ADDRESS j I 437 Ocean Boulevard 436 Beach Avenue A copy of this letter will be sent to notify the agencies as indicated below as to the official address. Should you have any questions,please feel free to contact our office(904)247-5826. Sincerely, ,&'(�O k I Michael Griffin,CBO,CFM Building and Zoning Director Cc: Duval County Property Appraiser,COJ 911 Coordinator,Public Works, Public Utilities,Police Dept,Finance, COJ GIS SCANNED constructed at a minimum finished floor elevation of eight and one-half(8.5)feet above mean sea level. Flood protection provisions shall be approved by the designated administrative official to ensure that grade changes will not alter the natural drainage or adversely affect other areas downstream through added runoff or adverse impacts to water quality. (1) Short-term rentals prohibited. Private homes including, but not limited to, single-family homes, town-homes, duplexes, multi-family dwellings including condominiums and the like, shall not be rented or leased for a term or period of less than ninety(90)days. No person(s) shall offer or advertise a private home for rent or lease for a term or period of less than ninety(90) days. (Ord.No. 90-10-212,§2(Exh.A),3-8-10) Sec. 24-83. - Required yards and permitted projections into required yards. (a) Required yards. Unless otherwise specified in this chapter, every part of a required yard shall be open and unobstructed from the established grade to the sky, except for structures that do not exceed thirty(30) inches in height. (b) Structural projections.Architectural features such as eaves and cornices, and cantilevered bay windows, open balconies and porches may project a distance not to exceed forty-eight (48) inches into required front and rear yards.Such balconies and porches may be covered, but shall not be enclosed in any manner, except that balconies and porches within rear yards may be enclosed with screening only. Eaves and cornices, cantilevered bay windows, chimneys, and architectural elements intended to create design relief along the side wall plane may project into required side yards, but not beyond twenty-four(24) inches. (c) Mechanical equipment. Equipment such as heating and air conditioning units, pumps, compressors, or similar equipment that makes excessive noise, shall not be located closer than five (5)feet from any lot line where such equipment will be located adjacent to the interior living area of an existing residence. This setback requirement shall not apply where such equipment is to be located adjacent to a neighboring garage, storage or utility area or other similar equipment. It is the intent of this provision to require placement of such equipment in a location that does not unreasonably disturb neighbors. This requirement shall not apply to such equipment lawfully installed prior to the effective date of these land development regulations. (Ord.No. 90-10-212,§2(Exh.A),3-8-10) Sec. 24-84. - Double frontage lots. (a) Double frontage lots. On double frontage lots, the required front yard shall be provided on each street, except for lots as set forth below and as set forth in section 24-88 (b) Special treatment of ocean-front Lots. For lots having frontage on the Atlantic Ocean,the front yard shall be the yard which faces the Atlantic Ocean, and the required front yard shall be measured from the lot line parallel to or nearest the ocean. (c) Special treatment of Ocean Boulevard lots with double frontage. For double frontage lots extending between Beach Avenue and Ocean Boulevard, the required front yard shall be the yard,which faces Ocean Boulevard. (Ord.No.90-10-212,§2(Exh.A), 3-8-10) Sec. 24-85. - Nonconforming lots, uses and structures. (a) Intent. Within the established zoning districts,there exist lots, structures and uses of land that were lawful prior to the adoption or amendment of these land development regulations. Such lots, uses and structures would be prohibited, restricted or regulated through the provisions of 42 r + 1 ' - - i t _ r� I, I - ' •�-tyt + ' .III F. II t_ - 1} _ 1 ` Al Page 1 of 1 275 225 y�is 4 130 94 200 _ 270 480 465 459 --lo 460 ---_ 436 170164 0000 455 440 `407 420 422 l--^-�--�- 417 275 412 — r 118 - 399 200 385 392 ap�rght�C)2J�SGeyoJ,sdwnw'Oo,F1 _— ----35� �- 360 http://maps.coj.net/output/DuvalMapsSQL_itdgism63680488826... 9/30/2013 4 BEH AVENUE RIGH N PAVED PUBUG zY 49.99' 50Fl00 E1D. a '� <F y o g . 06 _ g w W p e z z° r N ,SPMYO�O O �S pQw n '0 N 9a — lseuu (/� Z X O` g ��'� zap C C K ) Mao �ep�b B o k y 2'ZEsp 3gao U W 0 2 0 0 $ d� ym <muo�Y �zooa o�� a {a�dwx d may+ �' Z ZFz< ZO �o~Zp mn p NN f- 6Y WW 17.° N ��u_1n oIL'd = o0c w > 0 1 W� s` .tat m LL Z O oma e,rN I �b ?igzCsS�5 o i a !!11 'Wo n R� ,.L Fum a I 1.1�s 0 02 E V p 'n 17.9• gq�Zo� N i000 $ Q o M2 o p Y F 9 •i n r1 =w W m W <p N N�J� _1po.af �r pW�� 526,40 100 r J jr =ped"d €fig > � oz -�- gg 5000 p n� QF 0.e BOULEVARD Wa ao 3 . OCEAN WAY PAYD PUeUC ROAD o w �M o'< Site Information 436 Beach Ave, Duval FILE C t', Structural Engineer of Record GEOFFREY WAYNE GARTNER PE No.59328 0 JAPEX, 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 00 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 54 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 Polistina F02 9/9/2013 29 Polistina HJ01A 9/9/2013 2 Polistina F04 9/9/2013 30 Polistina HJ02 9/9/2013 3 Polistina F05 9/9/2013 31 Polistina HJ03 9/9/2013 4 Polistina F06 9/9/2013 32 Polistina HJ04 9/9/2013 5 Polistina F07 9/9/2013 33 Polistina J01 9/9/2013 6 Polistina F08 9/9/2013 34 Polistina J01A 9/9/2013 j 7 Polistina F08A 9/9/2013 35 Polistina J02 9/9/2013 <<, 8 Polistina F09 9/9/2013 36 Polistina J02A 9/9/2013 ', f 9 Polistina F10 9/9/2013 37 Polistina J03 9/9/2013 10 Polistina F11 9/9/2013 38 Polistina J03A 9/9/2013 ii Polistina F12 9/9/2013 39 Polistina J04 9/9/2013 0 Ic 12 Polistina F13 9/9/2013 40 Polistina J05 9/9/2013 ¢ —0a 13 Polistina F14 9/9/2013 41 Polistina J06 9/9/2013 14, Q 14 Polistina F14A 9/9/2013 42 Polistina J07 9/9/2013 15 Polistina F15 9/9/2013 43 Polistina J08 9/9/2013 P I.Polistina ` FG1 9/9/2013 44 Polistina T01 9/9/2013 -3 17 Polistina FG2 9/9/2013 45 PolistinaT02 9/9/2013 z •� ' A 18 Polistina FG3 9/9/2013 46 Polistina T03 9/9/2013+ 19 Polistina FG4 9/9/201347 Polistina T04 9/9/2013 z' 20 Polistina FG5 9/9/2013 48 Polistina T05 9/9/2013 �z°¢ $' 21 Polistina FGE1 9/9/2013 49 Polistina T06 9/9/2013 22 Polistina FGE2 9/9/2013 50 Polistina T07 9/9/201300 ❑ ❑ 8 23 Polistina FGE3 9/9/2013 51 Polistina T08 9/9/2013 24 Polistina FGE4 1 9/9/2013 52 Polistina T09 9/9/2013 r25 Polistina FGE5 9/9/2013 53 Polistina T10 9/9/2013 26 Polistina FGE6 9/9/2013 27 Polistina GE01 9/9/2013 28 Polistina HJ01 9/9/2013 01111t® Apex Technology oER e . Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547x► N•' . r 4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 : :o IvJ •9 e The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings lid # �� above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designee ANSI/TPI 1-2002 Section 2 •"f1 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and ♦ '!Q'�� 61G15-31.003 of the Florida Board of Professional Engineers �,�/ '•• f [` P •• �/ �� 000 .'R y� r Job#POLISTINA BEARING INFORMATION WOOCITRUSS QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 19'08"08 FG1 FLAT 0.00/12 Pitch 3-Ply 1 3054.78 0.00 2 3054.78 0.00 1 06'00"04 FG2 FLAT 0.00/12 Pitch 2-Ply 1 3462.50 0.00 2 2505.74 0.00 1 15'06"00 FG3 FLAT 0.00/12 Pitch 2-Ply 1 1109.27 0.00 2 1143.16 0.00 1 04'06"13 FG4 FLAT 0.00/12 Pitch 2-Ply 1 383.22 0.00 2 547.42 0.00 1 08'07"06 FG5 FLAT 0.00/12 Pitch 2-Ply 1 1311.75 0.00 2 1311.75 0.00 2 34'11"00 GE01 DGABL 6.00/12 Pitch 1 -Ply 1 1247.48 520.00 2 1248.01 520.00 3 08'05"01 HJ01 HIP-JACK 4.24/12 Pitch 1 -Ply 1 225.32 93.00 2 242.10 86.00 3 47.74 42.00 1 08'05"01 HJ01A HIP-JACK 4.24/12 Pitch 1 -Ply 1 217.82 147.00 2 149.43 127.00 3 41.94 32.00 4 08'05"01 HJ02 HIP-JACK 4.24/12 Pitch 1 -Ply 1 283.46 131.00 2 32.20 0.00 r ✓ 3 252.02 166.00 2 08'05"01 HJ03 HIP-JACK 2.83/12 Pitch 1 -Ply 1 218.41 116.00 2 234.07 138.00 3 45.11 18.00 2 02'09"03 HJ04 COMN 4.24/12 Pitch 1 -Ply 1 92.97 20.00 2 86.40 36.00 6 02'00"00 J01 JACK 6.00/12 Pitch 1 -Ply 1 67.82 13.00 2 28.51 0.00 3 51.69 45.00 2 02'00"00 J01A JACK 6.00/12 Pitch 1 -Ply 1 108.68 37.00 2 20.52 15.00 3 28.67 41.00 6 04'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 133.44 32.00 2 57.48 0.00 3 103.06 88.00 2 04'00"00 J02A JACK 6.00/12 Pitch 1 -Ply 1 163.73 57.00 2 64.29 41.00 3 78.39 74.00 19 06'00"00 J03 EJACK 6.00/12 Pitch 1 -Ply 1 199.07 52.00 2 86.27 0.00 3 153.60 131.00 7 06'00"00 J03A EJACK 6.00/12 Pitch 1 -Ply 1 219.86 78.00 2 110.78 69.00 3 132.69 117.00 10 06'00"00 J04 EJACK 6.00/12 Pitch 1 -Ply 1 205.26 73.00 2 24.01 0.00 3 180.65 134.00 4 02'00"00 J05 JACK 4.00/12 Pitch 1 -Ply 1 68.58 23.00 2 38.13 24.00 3 48.94 28.00 Page 1 of 3 i Job#POLISTINA BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4 04'00"00 J06 JACK 4.00/12 Pitch 1 -Ply 1 133.23 48.00 2 77.57 48.00 3 99.35 54.00 13 06'00"00 J07 EJACK 4.00/12 Pitch 1 -Ply 1 197.95 74.00 2 116.58 72.00 3 149.03 80.00 4 02'00"00 J08 COMN 6.00/12 Pitch 1 -Ply 1 67.81 7.00 2 63.49 31.00 1 34'11"00 T01 HIPS 6.00/12 Pitch 1 -Ply 1 2619.07 1289.00 2 2619.08 1289.00 2 34'11"00 T02 HIPS 6.00/12 Pitch 1 -Ply 1 1146.18 495.00 2 1146.16 495.00 13 34'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 1265.89 534.00 2 1266.44 534.00 2 35'11"12 T04 COMN 6.00/12 Pitch 1 -Ply 1 1295.38 378.00 2 1305.38 391.00 1 34'11"00 T05 HIPS 6.00/12 Pitch 1 -Ply 1 944.07 654.00 2 3260.32 2077.00 3 753.91 282.00 2 19'11"00 T06 HIPS 6.00/12 Pitch 2-Ply 1 1319.76 730.00 2 1319.76 730.00 2 19'11"00 T07 HIPS 6.00/12 Pitch 1 -Ply 1 653.79 332.00 2 653.79 332.00 6 19'11"00 T08 COMN 6.00/12 Pitch 1 -Ply 1 653.79 216.00 e, 2 653.79 216.00 1 34'11"00 T09 HIPS 4.00/12 Pitch 2-Ply 1 2557.55 1379.00 2 2557.54 1379.00 1 34'11"00 T10 HIPS 4.00/12 Pitch 1 -Ply 1 1130.55 534.00 2 1130.55 520.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 6 19'08"08 F02 SY42 0.00/12 Pitch 1 -Ply 1 1061.89 0.00 2 1908.93 0.00 3 19'05"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 1069.22 0.00 2 1054.11 0.00 2 26'06"12 F05 SY42 0.00/12 Pitch 1 -Ply 1 1030.69 0.00 2 1661.64 0.00 3 339.77 0.00 9 19'03"14 F06 SY42 0.00/12 Pitch 1 -Ply 1 1064.07 0.00 2 1048.95 0.00 2 19'09"02 F07 SY42 0.00/12 Pitch 1 -Ply 1 1056.49 0.00 2 1917.19 0.00 3 15'03"00 F08 SY42 0.00/12 Pitch 1 -Ply 1 824.93 0.00 2 840.07 0.00 6 15'05"08 F08A SY42 0.00/12 Pitch 1 -Ply 1 840.40 0.00 2 844.59 0.00 1 04'04"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 948.16 0.00 2 481.26 0.00 1 11'01"14 F10 SY42 0.00/12 Pitch 1 -Ply 1 599.75 0.00 2 614.95 0.00 Page 2 of 3 Job#POLISTINA BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 10'10"06 F11 SY42 0.00/12 Pitch 1 -Ply 1 597.55 0.00 2 597.55 0.00 1 15'01"14 F12 SY42 0.00/12 Pitch 1 -Ply 1 945.55 0.00 2 1190.39 0.00 4 15'01"14 F13 SY42 0.00/12 Pitch 1 -Ply 1 819.77 0.00 2 834.91 0.00 3 15'07"06 F14 SY42 0.00/12 Pitch 1 -Ply 1 846.30 0.00 2 846.30 0.00 2 15'04"14 F14A SY42 0.00/12 Pitch 1 -Ply 1 837.54 0.00 2 841.73 0.00 14 19'11"00 F15 SY42 0.00/12 Pitch 1 -Ply 1 1082.92 0.00 2 1082.92 0.00 1 15'02"08 FGE1 SY42GABL 0.00/12 Pitch 1 -Ply 1 74.18 0.00 2 1573.74 0.00 1 19'03"10 FGE2 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.76 0.00 2 2024.46 0.00 1 06'09"10 FGE3 SY42GABL 0.00/12 Pitch 1 -Ply 1 723.16 0.00 1 04'01"04 FGE4 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.56 0.00 2 352.97 0.00 2 03'06"00 FGE5 SY42GABL 0.00/12 Pitch 1 -Ply 1 360.00 0.00 2 19'11"00 FGE6 SY42GABL 0.00/12 Pitch 1 -Ply 1 2125.19 0.00 2 40.64 0.00 Total of Trusses 194 Maximun Height 09'09"06 Page 3 of 3 1. �> `m m c c m,m< (7 -n OD �1 m � � Ul m W (n N 07 �3mc O3 p D z m D > v m m A m c w Cz p Z X G) W O .o m z m D A= >`�o> 0 0 c0 -� � m c) m C) m >o Azom.mNO Dmz m -i �o m < m m0 z � Oo W o>'0 >m D O cn m 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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) Repeat nailing as each layer is applied.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 15 plf at 0.00 to 15 plf at 17.33 BC-1049 Ib Conc.Load at 0.62,2.62,4.62,6.62 8.62,10.62,12.62,14.62,16.62 BC- 600 Ib Conc.Load at 2.31 BC- 598 lb Conc.Load at 4.31,6.31 BC- 946 Ib Conc.Load at 8.31 BC- 820 lb Conc.Load at 10.31,12.31,14.31,16.31 Additional Notes Floor Joist Header:1.750"x16.0"1.9E Microllam LVL Deflection meets U360 live and U277 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 rAPL X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Polistina Ply:1 SEAN:9262/T16/SY42 436 Beach Ave,Duval Qty: 6 FROM: DRW: F02 Wgt:106.4 Ibs / ... 09/06113 j= 10'6„ �-2'6 (TYP) 1112X4 =4X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4X8 1163 _- T r Q J 1. 1 10'1"2 3X8[5] =3X3 1112X4 =3X8[12] P 0 N M L K =3X8 =4X10 19'8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.445 E 517 360 p 1062 /- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.696 E 330 306 K 1909 /- !- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.055 B - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.087 B K Min Brg Width Req= 3.5 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: 0.646 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.896 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.713 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 -4048 I:NA GCpi:NA Plate Type(s): B-C 0-3265 F-G 0 -3227 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3265 G-H 0 -3227 Lumber End Vertical Attachment D-E 0-4045 H-1 109 0 Top chord 42 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(Ibs) Webs 42 SP#3-13B through wide face or(3)qty.1-1/2"leg 16-Gage 1" Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design wide(minimum)Crown staples on each narrow face. P-0 1913 0 M-L 4044 0 values approved 1/30/2013 by ALSC Additional Notes 0-N 3979 0 L-K 1872 0 Special Loads +2x6 continuous strongback.See detail N-M 4048 0 -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR0211 for bracing and bridging TC-From 100 plf at 0.13 to 100 plf at 19.46 recommendations. Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 0.00 to 10 plf at 19.71 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. BC- 840 Ib Conc.Load at 19.58 The overall height of this truss excluding overhang is Q-P 0 -10 M-F 83 0 Plate Shift Table 1-4-0. A-P 0 -106 F-L 0 -903 P-B 0-2125 G-L 0 -225 JT Plate Lateral Chord JT Plate Lateral Chord B-0 1495 0 L-H 1498 0 No Size Shift Bite No Size Shift Bite [51 W3X8 4.00 L 1.25 [12] W3X8 4.25 R 1.25 C-0 O 0 -235 H-K 0 -2187-D 0 -790 I-K 0 -238 Purlins D-N 88 0 K-J 84 -727 In lieu of structural panels or rigid ceiling use purlins N-E 44 -63 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 19.33 BC 120 0.25 19.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.44"DL:0.26" recommended camber 3/8" 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 APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 4 Polistina Ply:1 SEQN:9265/T42/SY42 436 Beach Ave,Duval Qty: 3 FROM: DRW: F04 Wgt:103.6lbs / ... 09/06/13 J108 J 10'6" 7'10"8 �—2,6„ - (TYP) T a0— P1114 X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4 2X =4X8 1112X4 it + 'v 1101 2 3X8[5] =3X3[7] =3X8[12] =3X8 14/ O N M L K J =3X8 1112X4 19'5, 1 Loading Criteria(psi) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.447 E 514 360 O 1069 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.699 E 329 306 J 1054 - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.056 B - - O Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.087 B J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.595 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.814 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.720 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 -4116 I:NA GCpi:NA Plate Type(s): B-C 0-3295 F-G 0 -3329 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3295 G-H 0 -3329 Lumber Additional Notes D-E 0-4113 H-1 0 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"1313"use design Truss must be installed as shown with top chord up. O-N 1927 0 L-K 4112 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 4026 0 K-J 2002 0 1-4-0. M-L 4116 0 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. [5] W3X8 4.25 L 1.25 [7] W3X3 1.25 R 1.25 [12] W3X8 4.00 R 1.25 P-0 0 -10 M-E 45 -122 A-O 0 -106 L-F 163 -63 Purlins O-B 0-2142 F-K 0 -1021 In lieu of structural panels or rigid ceiling use purlins B-N 1512 0 G-K 10 -272 to laterally brace chords as follows: C-N 0 -236 K-H 1467 0 Chord Spacing(in oc) Start(ft) End(ft) N-D 0 -807 H-J 0 -2204 TC 24 0.13 19.29 BC 120 0.13 19.29 D-M 493 -274 I-J 0 109 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.45"DL:0.29" 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 SCSI 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9299/T46/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: F05 Wgt:142.8lbs / ... 09/06/13 �—2'9"— 10'6" ,} 1'3"-}- 10'6" 1'6"12 -�2.6.. (TYP) 1112X4 C p E W=3X4 L m_ X A =X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4X8 1112X4 =3X4 =3X3 1112X4 10'1"2 3X8[5] =3X3 1112X4 - 101112X4 1112X4 =3X3 W V U T S R O P O N =3X8 =4X8[14] =4X8(17] 1 19'6,.12 7' r 26'6"12 Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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): 0.454 E 510 360 W 1031 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.732 E 316 308 Q 1662 /_ /_ /_ !- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - N 340 /49 - Des Ld: 55.00 EXP:NA HORZ(TL): 0.092 B W Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 3.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.924 N Min Brg Width Req= - Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.994 Bearings W&Q Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.786 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) 1:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 A-B 1 0 G-H 0 -2783 Lumber Additional Notes B-C 0-3137 H-1 0 -2783 Top chord 4x2 SP M-30:T2 4x2 SP#2-13B: +2x6 continuous strongback.See detail C-D 0-3137 I-J 982 0 Bot chord 4x2 SP M-30:B2 4x2 SP#2-13B: STRBRIBRO211 for bracing and bridging D-E 0-3753 J-K 982 0 Webs 4x2 SP#3-13B recommendations. E-F 0-3755 K-L 301 -422 Lumber grades designated with"136"use design Truss must be installed as shown with top chord up. F-G 0-2783 L-M 0 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1.4.0 Maximum Bot Chord Forces Per Ply(Ibs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord W-V 1850 0 R-Q 1335 0 No Size Shift Bite No Size Shift Bite V-U 3783 0 Q-P 420 307 [5] W3X8 3.75 L 1.25 [14] W4X8 3.75 R 1.25 [17] W4X8 2.50 R 1.25 U-T 3755 0 P-0 422 -301 T-S 3749 0 O-N 423 -296 Purlins S-R 3749 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.13 26.44 BC 120 0.13 26.44 X-W 0 -10 H-R 19 -273 Apply purlins to any chords above or below fillers A-W 0 -106 R-1 1650 0 at 24"OC unless shown otherwise above. W-B 0-2056 I-Q 0 -2254 B-V 1423 0 J-Q 0 -260 Camber C-V 0 -231 Q-K 0 -1008 Max JT VERT DEFL:LL:0.45"DL:0.32" V-D 0 -714 K-P 155 0 recommended camber 3/8" D-U 417 -398 O-L 26 -121 U-E 55 -109 L-N 326 -466 End Vertical Attachment T-F 207 -36 M-N 0 -142 Attach notched end vertical(s)to next end vertical F-R 0-1219 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 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9290/T19/SY42 436 Beach Ave,Duval Qty: 9 FROM: DRW: F06 Wgt:103.6lbs / ... 09/06/13 r 10,6" 11"6 T1 0"8 �=2'6"—{ (TYP) aor 1114 =4X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4 2XX8 1112X4 P + 'v 1 10'1"2 =3X8[5] =3X3 1112X4 =3X8[12] =3X8 O N M L K J =3X8 19'3"14 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 IJ# Loc R 1U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.436 E 524 360 O 1064 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.682 E 335 305 J 1049 - BCDL: S.Oo Category:NA Snow Duration:NA HORZ(LL): 0.054 J - - O Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.085 J J Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing O Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.567 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.803 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.714 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 -4078 I:NA GCpi:NA Plate Type(s): B-C 0-3274 F-G 0 -3308 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3274 G-H 0 -3308 Lumber Additional Notes D-E 0-4075 H-1 0 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"1313"use design Truss must be installed as shown with top chord up. O-N 1916 0 L-K 4074 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 3993 0 K-J 1991 0 Plate Shift Table 1-4-0. M-L 4078 0 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Site No Size Shift Bite [5] W3X8 4.25 L 1.25 [12) W3X8 4.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. P-O 0 -10 M-E 47 -115 Purlins A-0 0 -106 L-F 160 -65 In lieu of structural panels or rigid ceiling use purlins O-B 0-2130 F-K 0 -997 to laterally brace chords as follows: B-N 1500 0 G-K 6 -271 Chord Spacing(in oc) Start(ft) End(ft) C-N 0 -236 K-H 1456 0 TC 24 0.13 19.20 N-D 0 -796 H-J 0 -2192 SC 120 0.13 19.20 Apply purlins to any chords above or below fillers D-M 480 -278 I-J 0 -108 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.44"DL:0.28" 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9292/T23/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: F07 Wgt:106.4 lbs / ... 09/06/13 1'1"10 10'6" 8'1"8 2'6" (TYP) ao 1112X4 =4X8 1112X4 =3X4 1112X4 =3X4 1112X4 =4X8 1163 T Q J 1 10'1"2 3X8[5] -3X3 1112X4 =3X8[12] P O N M L Kra =3X8 =4X8[15] 19'9"2 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.443 E 518 360 p 1056 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.693 E 331 306 K 1917 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.055 B - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.086 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: 0.661 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.898 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.723 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 1 0 E-F 0 -3996 l:NA GCpi:NA Plate Type(s): B-C 0-3243 F-G 0 -3140 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3243 G-H 0 -3140 Lumber End Vertical Attachment D-E 0-3993 H-1 174 0 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. Comp. Lumber grades designated with"1313"use design wide(minimum)Crown staples on each narrow face. P-0 1902 0 M-L 3991 0 values approved 1/30/2013 by ALSC Additional Notes O-N 3945 0 L-K 1767 0 Special Loads +2x6 continuous strongback.See detail N-M 3996 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR0211 for bracing and bridging TC-From 100 plf at 0.13 to 100 plf at 19.51 recommendations. Maximum Web Forces Per Ply(Ibs) BC-From 10 plf at 0.00 to 10 plf at 19.76 Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. BC- 838 Ib Conc.Load at 19.64 The overall height of this truss excluding overhang is Q-P 0 -10 M-F 89 0 Plate Shift Table 1-4-0. A-P 0 -106 F-L 0 -940 P-B 0-2113 G-L 0 -221 JT Plate Lateral Chord JT Plate Lateral Chord B-0 1483 0 L-H 1519 0 No Size Shift Bite No Size Shift Bite C-0 0 -234 H-K 0 -2156 [5] W3X8 4.00 L 1.25 [12] W3X8 4.25 R 1.25 [15] W4X8 4.25 R 1.25 O-D 0 -777 I-K 0 -277 D-N 84 0 K-J 93 -696 Purlins N-E 44 -59 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 0.13 19.26 BC 120 0.13 19.26 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.44"DL:0.26" recommended camber 3/8" 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9232/T44/SY42 436 Beach Ave,Duval Qty: 3 FROM: DRW: F08 Wgt:81.21bs / ... 09/06/13 7'10"8 2' 5'4"8 (TYP) 1111X3 =ff8 1llff3 =6X3 IIIr3 =V8 111�M T Hao�r a 1 10'1°2 =4X5 =3X8 1111X3 =4X4[8] M L K i 13X8 15'3" 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): 0.286 K 630 360 M 825 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.487 K 369 240 1 840 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - M Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.070 B I Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.576 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.808 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.517 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 -2439 l:NA GCpi:NA Plate Type(s): i B-C 0-2387 E-F 0 -2421 Wind Duration:NA WAVE I VIEW Ver:13.01.04.0627.14 C-D 0-2387 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) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. M-L 1508 0 K-J 2439 0 Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. L-K 2444 0 J-1 1457 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Plate Shift Table 1-4-0. 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 A-M 0 -110 E-J 0 -346 [8) W4X4 1.25 L 1.25 M-13 0-1660 J-F 1086 0 B-L 9720 F-I 0 -1619 Purlins C-L 0 -326 G-1 0 -113 In lieu of structural panels or rigid ceiling use purlins L-D 196 -422 I-H 0 -10 to laterally brace chords as follows: D-K 26 -146 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 14.88 BC 120 -0.13 14.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.29"DL:0.23" recommended camber 1/4" 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9260/T14/SY42 436 Beach Ave,Duval Qty: 6 FROM: DRW: F08A Wgt:86.8lbs / ... 09/06/13 L 8'2" 1'9"8 5'6" --{ 2'6"-� (TYP) III 1X3 A5X7 =C3p =JX4 IIIV3 X4 IIIff3 =4X5[14] a• 3°� 112"2 j X1012 1111X3 =4X8[6] =3X3 1111X3 =4X8[13] P O N M L K 1112X4 15'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr 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): 0.305 F 593 360 A 840 /- /- /- I- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.498 F 363 241 K 845 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.035 O - - A Min Brg Width Req= 3.0 Des Ld: 55.00 EXP:NA HORZ(TL):-0.062 O K Min Brg Width Req= 5.5 NCBCLL: 10.00 Mean Height:NA It 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: 0.591 Bearing K Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.768 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.880 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 -2485 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 B-C 0-1696 F-G 0 -2490 Lumber Additional Notes C-D 0-1660 G-H 0 -1475 Top chord 4x2 SP M-30 +2x6 continuous strongback.See detail D-E 0-1696 H-1 0 -1475 Bot chord 42 SP M-30 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 P-0 0 -1 M-L 2483 0 Plate Shift Table 1-4-0. O-N 2390 0 L-K 0 1 JT Plate Lateral Chord JT Plate Lateral Chord N-M 2490 0 No Size Shift Bite No Size Shift Bite [6] W4X8 4.25 L 1.25 [13] W4X8 3.75 R 1.25 Maximum Web Forces Per Ply(Ibs) [14] W4X5 1.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins P-B 18 0 M-G 182 0 In lieu structural panels or rigid ceiling use purlins B-O 1848 0 G-L 0 -1145 D-0 0 -344 H-L 23 -294 to laterally ly brace chords follows: O-E 0 -767 L-I 1632 0 TC 24 0.00 0.1313 Chord Spacing(in oc) Start(ft) EndE-N 416 -129 I-K 0 -779 TC 24 0.00 0.33 N-F 32 -127 K-J 0 -43 TC 24 0.13 2.52 TC 24 0.33 15.21 BC 120 0.29 15.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.30"DL:0.23" 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.1-112"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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 + Pblistina Ply:1 SEAN:9258/T39/SY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: F09 Wgt:33.6lbs / ... 09/06/13 2'2"8 1,$„ 1112X4[1] =56X5 1112X4[5] G 'v 1 10'1"2 1111X3 =3X36] E F TX5 4'4"8 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.022 B 999 360 F 948 /- /- / / /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.035 B 999 240 D 481 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 D - - F Min Brg Width Req= 8.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.005 D D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA It Code I Misc Criteria Creep Factor:1.5 Bearing F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.597 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.309 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.202 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 -44 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(lbs) Lumber End Vertical Attachment Chords Tens.Comp, Chords Tens. Comp. Top chord 4x2 SP#2-13B Attach notched end vertical(s)to next end vertical F-E 706 0 E-D 706 0 Bot chord 4x2 SP#2-13B using(3)qty.10d box or(0.1 28"x3"min)gun nails Webs 4x2 SP#3-13B through wide face or(3)qty.1-1/2"leg 16-Gage 1" Lumber grades designated with"13B"use design wide(minimum)Crown staples on each narrow face. Maximum Web Forces Per Ply(lbs) 9 9 9 Webs Tens.Comp. Webs Tens. Comp. values approved 1/30/2013 by ALSC G-F 147 0 B-E 75 -4 Special Loads A-F 0 -741 B-D 0 -830 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) F-B 0 -741 C-D 0 -33 TC-From 50 plf at 0.13 to 50 plf at 4.37 BC-From 5 plf at 0.00 to 5 plf at 4.37 TC- 598 Ib Conc.Load at 0.52,2.52 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite ill W2X4 S 2.50 [5] W2X4 S 2.50 [6] W3X3 1.25 R 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 -0.04 2.23 TC 24 -0.04 4.08 TC 24 2.23 4.08 BC 49 -0.04 4.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 Polistina Ply:1 SEQN:9242lT52lSY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: F10 Wgt:63.011 / ... 09/06/13 t 5.3., �,.6 5'4"8 2.6" (TYP) 1111X3 1111X3 =3X64[2] 1111 (3 D — 4[71 1111 T �� X3 G� "v 1 10'1"2 =3X4 =3X3 K J I 3X3 4X5[9] 11'1"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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.088 C 999 360 K 600 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.138 C 948 240 H 615 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 H - - K Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.021 H H Min Brg Width Req= 3.5 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: 0.445 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.548 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.313 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 -1377 1:NA GCpi:NA Plate Type(s): B-C 0-1378 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:13. 04 0627 14 C-D 0-1385 Lumber Additional Notes Top chord 4x2 SP#2-13B See detail STRBRIBR0211 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2-13B recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-136 Truss must be installed as shown with top chord up. K-J 1025 0 I-H 990 0 Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is J-1 1385 0 values approved 1/30/2013 by ALSC 1-4-0. Plate Shift Table 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 A-K 0 -105 I-E 430 0 [2] W3X4 2.50 L 1.25 [7] W3X4 2.25 R 1.25 [9] W05 2.75R 1.25 K-B 0-1129 E-H 0 -1100 B-J 391 0 F-H 0 -105 Purlins J-C 0 -138 H-G 0 -10 In lieu of structural panels or rigid ceiling use purlins D-1 0 -155 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.13 10.78 BC 120 -0.13 10.78 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 Polistina Ply:1 SEAN:9239/T55/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: F11 Wgt:61.6 lbs .. I ... 09/06/13 5.3.. VI- 5.3,. I -2'6"- (TYP) 1111X3 1111X3 =3Xg4[2] 1111X3 p =3E 4[7] 1111E 3 T 1 10'1"2 =3X4 =3X3 =334 J 1 =3XG 3 1010"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Cl: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): 0.088 C 999 360 J 598 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.138 C 943 240 G 598 /- /- - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 G - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.021 G G Min Brg 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: 0.440 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.568 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.311 A-B 0 0 D-E 0 -1373 C&C Dist a:NA ft FT/RT:12.0%(0.0%)/10(0) Mfg Specified Camber: B-C 0-1373 E-F 0 0 I:NA GCpi:NA Plate Type(s): C-D 0-1380 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 J-1 1021 0 H-G 1021 0 Webs 4x2 SP#3-13B I-H 1380 0 Lumber grades designated with"1313"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-J 0 -106 D-H 0 -138 No Size Shift Bite No Size Shift Bite J-B 0-1124 H-E 391 0 [2] W3X4 2.50 L 1.25 [7] W3X4 2.50 R 1.25 B-1 391 0 E-G 0 -1124 I-C 0 -138 F-G 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 10.86 BC 120 0.00 10.86 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 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 1-4-0. 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 tAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9286/T50/SY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: F12 Wgt:88.2 lbs I ... 09/06/13 7'10"8 1'10"14 5'4"8 �{ �--2'6" (TYP) 3X3 III M =31§8[2] 111�M =Y3 111 4 =G8[10] 111ff3 T 10"1"2 =4X5 =3X8 1111X3 =4X5 N M L K J 4X8 15'1"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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.240 E 745 360 N 946 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.375 E 476 240 J 1190 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 J - - N Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.056 J J Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.862 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.651 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.695 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 0 0 E-F 0 -3341 I:NA GCpi:NA Plate Type(s): B-C 0-2876 F-G 0 -3351 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2876 G-H 0 -35 Lumber Additional Notes D-E 0-3363 Top chord 4x2 SP M-31:T2 4x2 SP#2-13B: +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"1313"use design Truss must be installed as shown with top chord up. N-M 1766 0 L-K 3363 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is M-L 3362 0 K-J 2334 0 Special Loads 1-4-0. -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(Ibs) TC-From 100 plf at 0.00 to 100 plf at 15.03 Webs Tens.Comp. Webs Tens. Comp. BC-From 10 plf at 0.00 to 10 plf at 15.16 A-N 0 -109 E-K 0 -432 TC- 481 Ib Conc.Load at 11.01 N-B 0-1944 K-G 1108 0 Plate Shift Table B-M 1227 0 G-J 0 -2533 JT Plate Lateral Chord JT Plate Lateral Chord C-M 0 -250 H-J 0 -223 -D 1 -537 J-1 121 0 No Size Shift Bite No Size Shift Bite D-L 24 -24 [2] W3X8 4.25 L 1.25 [10] W6X8 4.50 R 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 0.00 12.41 TC 24 10.03 14.91 TC 24 12.41 14.91 BC 120 0.00 14.91 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEON:9235/T48/SY42 436 Beach Ave,Duval Qty:4 FROM: DRW: F13 Wgt:81.21bs / ... 09/06/13 7'10"8 -I- 1'10"14 1 5'4"8 �—2'6" (TYP) 11111X3 =aX8 111e3 =6X3 III�X3 =?X8 MaM T H� VI.- v 1 10'1"2 =4X5 =3X8 1111X3 =4X4[8] M L K 13X8 15'1"14 1 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.274 K 653 360 M 820 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.462 K 387 240 1 835 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 B - - M Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.066 B I 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: 0.561 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.787 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.507 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 -2411 I:NA GCpi:NA Plate Type(s): B-C 0-2364 E-F 0 -2393 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2364 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) Bot chord 4x2 SP M-30 STRBRIBR0211 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B recommendations. M-L 1497 0 K-J 2411 0 Lumber grades designated with"13B"use design Truss must be installed as shown with top chord up. L-K 2416 0 J-1 1446 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is 1-4-0. Maximum Web Forces Per Ply(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 A-M 0 -110 E-J 0 -338 [8] W 4X4 1.25 L 1.25 M-B 0-1648 J-F 1066 0 B-L 959 0 F-I 0 -1607 Purlins C-L 0 -324 G-1 0 -113 In lieu of structural panels or rigid ceiling use purlins L-D 200 -410 I-H 0 -10 to laterally brace chords as follows: D-K 26 -146 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.91 BC 120 0.00 14.91 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.27"DL:0.21" 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 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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9273/T54/SY42 436 Beach Ave,Duval Qty: 3 FROM: DRW: F14 Wgt:85.4lbs / ... 09/06/13 r 8' 2'1"6 5'4"8 —{ (TMP) 1111x(3 =am IIIff3 =6X3 IIIV4 =PX8 11118X3 T N H v 10'1"2 =3X8 1111X3 =3X8 =3X L K 3X8 15'7"6 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.296 K 612 360 M 846 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.520 K 349 241 1 846 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.041 B - - M Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.077 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: 0.585 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.829 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.530 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 -2484 I:NA GCpi:NA Plate Type(s): B-C 0-2386 E-F 0 -2466 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-2386 F-G 1 0 Lumber Top chord 4x2 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3-13B Lumber grades designated with"13BM-L 1463 0 K-J 2484 0"use design L-K 2488 0 J-1 1469 0 values approved 1130/2013 by ALSC 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: N-M 0 10 D-K 31 143 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.36 A-M 0 -109 E-J 0 -354 BC 120 0.25 15.36 M-B 0-1626 J-F 1112 0 Apply purlins to any chords above or below fillers B-L 1020 0 F-I 0 -1633 at 24"OC unless shown otherwise above. C-L 0 -330 G-1 0 -113 Camber L-D 163 -468 I-H 0 -10 Max JT VERT DEFL:LL:0.30"DL:0.24" 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. Additional Notes +2x6 continuous strongback.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 1-4-0. 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 Polistina Ply:1 SEAN:9275 I T21/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: F14A Wgt:86.8lbs / ... 09/06/13 8'2" �- 1'8"14 5'6" r6°--{ (T'P) 11111X3 A B 5X7 =C 3 p = X4 III�X3 -ax4 III 1�C3 =4X5[14] 90-- 11'2"2 101 2 1111X3 =4X8[6] =3X3 1111X3 =4X8[13] P p N M L K 1112X4 15'4"14 i 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): 0.298 F 604 360 A 838 /- /- / /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.484 F 372 240 K 842 /- /- /- /- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.034 O - - A Min Brg Width Req= 3.0 Des Ld: 55.00 EXP:NA HORZ(TL):-0.060 O K 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: 0.581 Bearing K Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.755 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.876 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 -2469 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 B-C 0-1688 F-G 0 -2474 Lumber Additional Notes C-D 0-1653 G-H 0 -1470 D-E 0-1688 H-1 0 -1470 Top chord 4x2 SP M-30 +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) Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design Truss must be installed as shown with top chord up. values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is P-0 0 -1 M-L 2467 0 1-4-0. O-N 2377 0 L-K 0 -1 Plate Shift Table N-M 2474 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [6] W4X8 4.25 L 1.25 [13] W4X8 3.75 R 1.25 [14] W4X5 1.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. P-B 18 0 M-G 181 -1 Purlins B-0 1840 0 G-L 0 -1131 In lieu of structural panels or rigid ceiling use purlins D-0 0 -344 H-L 21 -295 to laterally brace chords as follows: O-E 0 -761 L-I 1626 0 Chord Spacing(in oc) Start(ft) End(ft) E-N 410 -133 I-K 0 -777 TC 24 -0.13 0.00 N-F 33 -124 K-J 0 -43 TC 24 -0.13 0.21 TC 24 0.00 2.39 TC 24 0.21 15.03 BC 120 0.17 15.03 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.30"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 rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9205/T60/SY42 436 Beach Ave,Duval Qty: 14 FROM: DRW: F15 Wgt:105.0 lbs / ... 09/06/13 F' 10'6" 1'5" -1 8' 2,6..-� (TYP) 1112X4 =4X8 1112X4 =3X4 1112X4 =3X41112X4 =4X8 112X4 T Q J It 10'1"2 3X8[5] =3X3[7] =3X8[12] p O N M L K 3X8 1112X4 =3X8 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.449 E 518 360 p 1083 /_ /_ /_ /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.703 E 331 310 K 1083 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - P Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.084 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: 0.503 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.611 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.735 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 -4208 I:NA GCpi:NA Plate Type(s): B-C 0-3353 F-G 0 -3329 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0-3353 G-H 0 -3329 Lumber Additional Notes D-E 0-4204 H-I 1 0 Top chord 4x2 SP M-31 +2x6 continuous strongback.See detail Bot chord 4x2 SP M-31 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"1313"use design Truss must be installed as shown with top chord up. P-0 1956 0 M-L 4203 0 values approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is O-N 4110 0 L-K 1948 0 Plate Shift Table 1-4-0. N-M 4208 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs) [5] W3X8 4.25 L 1.25 [7] W3X3 1.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. [12] W3X8 4.25 R 1.25 Q-P 0 -10 M-F 176 -53 Purlins A-P 0 -106 F-L 0 -1132 In lieu of structural panels or rigid ceiling use purlins P-B 0-2174 G-L 28 -275 to laterally brace chords as follows: B-0 1544 0 L-H 1527 0 Chord Spacing(in oc) Start(ft) End(ft) C-0 0 -233 H-K 0 -2164 TC 24 -0.04 19.38 O-D 0 -837 I-K 0 -107 BC 120 -0.04 19.38 D-N 527 -269 K-J 0 -10 Apply purlins to any chords above or below fillers N-E 38 -144 at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.45"DL:0.31" 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 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:3 SEAN:9340/T35/FLAT 436 Beach Ave,Duval Qty: 1 FROM: DRW: FG1 Wgt:306.6lbs / ... 09/06/13 27"9 1 5'1"2 1 7'67 9'10"4 12'0"4 147"6 17'0"15 1918"8 27"9 2'5"9 2'5"5 2'3"13 2'2" 27"2 2'5"9 27"9 A4X5[1] =-4X4[5] --3CX4[7] =33X4 III 2X4 =4FXG(++) =3X4[20] =4X4[22] =4X5[24) T I v 1 10'1"2 T _4X5[4] R4[6] Q p14(++) ---03X8 =3X4[19] -=4X4[2 1] =4X5[23] K 1113X4 2'2"13 2'6"5 2'9"15 2'3"3 1 27"9 1 2'5"9 1 2'6"5 2'2"13 2'2"13 4'9"2 771 9'10"4 12'5"13 14'11"6 17'5"11 19'8"8 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 Udell U# Loc R 1U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.245 E 963 360 T 3055 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.675 E 350 315 K 3055 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 A - - T Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.100 A K Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings T&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.452 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.583 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.666 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-13 0-1950 F-G 0 -4710 I:NA GCpi:NA Plate Type(s): B-C 0-3457 G-H 0 -4375 Wind Duration:NA WAVE,HS VIEW Ver:13.01.04.0627.14 C-D 0-4376 H-I 0 -3457 Lumber Purlins D-E 0-4710 I-J 0 -1950 E-F 0-4710 Top chord 2x4 SP M-30 In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP M-31 to laterally brace chords as follows: Webs 2x4 SP#3-138:W2,W16 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Lumber grades designated with"1313"use design TC 24 -0.13 19.58 Chords Tens.Comp. Chords Tens. Comp. values approved 1/30/2013 by ALSC BC 120 -0.13 19.58 T-S 14 0 O-N 4474 0 Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. S-R 2196 0 N-M 3624 0 The TC of this truss shall be braced with attached R-Q 3624 0 M-L 2196 0 Nail Schedule:0.131"x3",min.nails Q-P 4474 0 L-K 14 0 Top Chord:1 Row @ 6.25"o.c. spans at 24"OC in lieu of structural sheathing. P-0 4474 0 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Additional Notes Repeat nailing as each layer is applied.Use equal Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs) spacing between rows and stagger nails in each row The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. 1-4-0. A-T 0 -994 O-G 260 0 Special Loads A-S 2123 0 G-N 0 -366 -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) S-B 0 -912 N-H 8330 TC-From 300 plf at 0.00 to 300 plf at 19.71 B-R 1398 0 H-M 0 -619 BC-From 10 plf at 0.00 to 10 plf at 19.71 R-C 0 -621 M-1 1398 0 C-Q 834 0 I-L 0 -912 Plating Notes Q-D 0 -363 L-J 2123 0 (++)-This plate works for both joints covered. D-O 259 0 J-K 0 -994 E-0 0 -214 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] W4X5 3.50 R 1.25 [4] W4X5 1.50 R 1.25 [5] W4X4 2.25 R 1.25 [6] W4X4 1.75 R 1.25 [7] W3X4 2.25 R 1.25 [19] W3X4 2.25 R 1.25 [20] W3X4 1.75 R 1.25 [21] W4X4 2.25 R 1.25 [221 W4X4 1.75 R 1.25 [23] W4X5 3.50 R 1.25 [24] W4X5 1.50 R 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:2 SEAN:9269/T1/FLAT 436 Beach Ave,Duval Qty: 1 FROM: DRW: FG2 Wgt:78.4lbs / ... 09/06/13 3'0"2 6'0"4 3'0"2 + 3'0"2 A 5X5[1] 1112X4 =5X5[6] 6 C El v 10'1"2 FM E D 6X12[5] 114X5 3'0"2 3'0"2 1114X4 A 3'0"2 6'0"4 7 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): 0.046 B 999 360 F 3462 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.072 B 999 240 D 2506 /- /- I- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 A - - F Min Brg Width Req= 4.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.007 A D Min Brg Width Req= 4.0 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings F&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.355 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.293 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.704 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 0-2472 B-C 0 -2472 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 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 110 0 E-D 95 0 Bot chord 2x4 SP#2-13B to laterally brace chords as follows: Webs 2x6 SP#2-13B:W2,W4 2x4 SP#2-13B: Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"I 3B"use design TC 24 0.00 6.02 Maximum Web Forces Per Ply(lbs) values approved 1/30/2013 by ALSC BC 72 0.00 6.02 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers A-F 0-1686 E-C 2495 0 at 24"OC unless shown otherwise above. Nailnote Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached A-E 2478 0 C-D 0 -1207g_E 0-1585 Top Chord:2 Rows @ 2.50"o.c.(Each Row) spans at 24"OC in lieu of structural sheathing. Bot Chord:1 Row @12.00"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.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 6.02 BC-From 5 plf at 0.00 to 5 plf at 6.02 TC-1879 Ib Conc.Load at 0.69 TC-1054 Ib Conc.Load at 2.19,4.19 TC- 825 Ib Conc.Load at 2.69,4.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Ill W5X5 3.00 R 1.75 [5] W6X12 S 1.25 [6) W5X5 2.25 R 1.50 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 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 Polistina Ply:2 SEAN:9306/T2/FLAT 436 Beach Ave,Duval Qty: 1 FROM: DRW: FG3 Wgt:177.8lbs / ... 09/06/13 4'1"4 7'9" 11'4"12 15'6" 4'1"4 37"12 37'12 4'1"4 =_4X4[11 =3X8 1112X4 =3X8 =4X4[10] A B C D E T 10'1"2 ]1112X4 3'7"12 -4X8[4] 4'1"4 -4X10 '1 10 4 "4 =-4X8[ 37"12 1112X4 37"12 7'9" 111'10"4 1 15'6" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pr 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): 0.182 C 999 360 J 1109 1- /- I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.284 C 655 248 F 1143 /- /- / / /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 A - - J Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.036 A F Min Brg Width Req= 3.5 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: 0.451 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.352 Maximum Top Chord Forces Per Ply(lbs) MWFRS Parallel Dist:NA Re Factors Used:Yes Max Web CSI: 0.791 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" p C&C Dist a:NA ft FT/RT:30.0%(0.0%)110(0) Mfg Specified Camber: A-B 0-1594 C-D 0 -2520 I:NA GCpi:NA Plate Type(s): B-C 0-2520 D-E 0 -1674 Wind Duration:NA WAVE VIEW Ver:13.01 04 0627 14 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense-13B to laterally brace chords as follows: J-1 66 0 H-G 1859 0 Webs 2x6 SP#2-13B Chord Spacing(in oc) Start(ft) End(ft) I-H 1789 0 G-F 68 0 02,W4,W6,W8 2x4 SP#3-13B: TC 24 0.00 15.50 Lumber grades designated with"1313"use design BC 120 0.00 15.50 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote The TC of this truss shall be braced with attached A-J 0 -501 H-D 684 0 Nail Schedule:0.131"x3",min.nails spans at 24"OC in lieu of structural sheathing. A-[ 1580 0 D-G 0 -429 Top Chord:1 Row @12.00"o.c. I-B 0 -452 G-E 1660 0 Bot Chord:1 Row @12.00"o.c. B-H 756 0 E-F 0 -523 Webs :1 Row @ 4"o.c. C-H 0 -146 Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 15.50 BC-From 10 plf at 0.00 to 10 plf at 15.50 BC- 547 Ib Conc.Load at 8.23 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [11 W4X4 2.25 R 1.25 [4] W4X8 S 1.25 [9] W4X8 S 1.25 [10] W4X4 1.50 R 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 Polistina Ply:2 SEQN:9302/T38/FLAT 436 Beach Ave,Duval Qty: 1 FROM: DRW: FG4 Wgt:54.61bs / ... 09/06/13 III 2X4 =3X3[5] 10'1"2 D C 3X3 4'6"13 1112X4 4'6"13 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): 0.000 B 999 360 D 383 /- /- !- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 C 547 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 C C Min Big Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.158 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.068 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.038 Chords Tens.Comp. C&C Dist a:NA It FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A-B 0 -31 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Maximum Bot Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Top chord 2x6 SP SS Dense-13B In lieu of structural panels or rigid ceiling use purlins D-C 33 0 Bot chord 2x4 SP#2-138 to laterally brace chords as follows: Webs 2x6 SP#2-13B:W2 2x4 SP#3-13B: Chord Spacing(in oc) Start(ft) End(ft) Lumber grades designated with"'I 3B"use design TC 24 0.00 4.57 Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC BC 55 0.00 4.57 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers Nailnote at 24"OC unless shown otherwise above. A-D 0 -186 B-C 0 -268 Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached D-B 0 -2 Top Chord:1 Row @ 7.25"o.c. spans at 24"OC in lieu of structural sheathing. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Hangers/Ties Use equal spacing between rows and stagger nails Recommended hanger connections are based on in each row to avoid splitting. manufacturer tested capacities and calculations. Conditions may exist that require different connections Special Loads than indicated.Refer to manufacturer publication for ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) additional information. TC-From 50 plf at 0.00 to 50 pit at 4.57 Bearing at location x=4'3"13 uses the following BC-From 5 plf at 0.00 to 5 plf at 4.57 support conditions: TC- 340 Ib Conc.Load at 1.83,3.83 Simpson HTU26-2 w/(2)2x6 SP SS Dense-13B supporting member. (20)0.148"x3"nails into supporting Plate Shift Table member, JT Plate Lateral Chord JT Plate Lateral Chord (14)0.148"x3"nails into supported No Size Shift Bite No Size Shift Bite member- [51 W3X3 S 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 AFI' PE No.60839 PE No.58544 PE No.71457 rolistina Ply:2 SEQN:9331/T3/FLAT 436 Beach Ave,Duval Qty: 1 FROM: DRW: FG5 Wgt:92.4lbs / ... 09/06/13 1 2'3"9 4'3"11 1 6'3"12 _1 87"6 1 r 2'3"9 '1 2'0"1 r 2'0"1 2'3"9 1 A3X4[1] =B 4 1112CX4 =3pX4 =3X4[110] v 10'1"2 3X4[4] II 4 II X4 1'11"9 1 2'4"1 =3X8 214"1 -3X4[9] 1111"9 F 1'11"9 4'3"11 67"12 87"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/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): 0.023 C 999 360 J 1312 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.064 C 999 240 F 1312 /- /- I- I- 15.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 A - - J Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.016 A F Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code I 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: 0.219 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.410 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.527 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 -992 C-D 0 -1401 1:NA GCpi:NA Plate Type(s): B-C 0-1401 D-E 0 -992 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2-13B In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2-13B to laterally brace chords as follows: J-1 9 0 H-G 1116 0 Webs 2x4 SP#3-13B Chord Spacing(in oc) Start(ft) End(ft) I-H 1116 0 G-F 9 0 Lumber grades designated with"136"use design TC 24 0.00 8.61 values approved 1/30/2013 by ALSC BC 103 0.00 8.61 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) 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 -641 H-D 321 0 spans at 24"OC in lieu of structural sheathing. Top Chord:1 Row @10.25"o.c. A-1 1107 0 D-G 0 -461 Bot Chord:1 Row @12.00"o.c. I-B 0 -461 G-E 1107 0 Webs :1 Row @ 4"o.c. B-H 321 0 E-F 0 -641 Use equal spacing between rows and stagger nails C-H 0 -223 in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 250 plf at 0.00 to 250 plf at 8.61 BC-From 5 plf at 0.00 to 5 plf at 8.61 BC- 150 Ib Conc.Load at 2.05,6.56 BC- 63 Ib Conc.Load at 4.15,4.46 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] W3X4 2.50 R 1.25 [4] W3X4 1.50 R 1.25 [9] W3X4 2.50 R 1.25 [10] W3X4 1.50 R 1.25 Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. 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 Polistina Ply:1 SEAN:9215/T53/SY42 436 Beach Ave,Duval Qty: 1 FROM. DRW: FGE1 W1 t:78.6lbs / ... 09/06/13 1f- "� 1I---{ 1f--{ 1f�--{ 17-8 f--{7-8 1f- --I11- -{7-8 1- -{ 11- -{ 11- -� 1f---I A B C D E F G H I J K L T � Z M 10-1-2 1112X4 X W V U T S R Q P O 1112X4 i 15'2"8 I 15,2"8 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 L 999 360 Y 74 /- /- /- /_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 L 999 240 N 1574 /- /- /- /_ /177 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 L - - Y Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 L Y Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&Y Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.213 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.037 Maximum Top Chord Forces Per Ply(lbs) 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 1 G-H 0 -1 I:NA GCpi:NA Plate Type(s): B-C 0 1 H-1 0 -1 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 1 I-J 0 1 Lumber Additional Notes D-E 0 1 J-K 0 1 Top chord 4x2 SP#3-13B See detail STRBRIBRO211 for bracing and bridging E-F 0 1 K-L 0 1 Bot chord 4x2 SP#3-13B recommendations. F-G 0 1 Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. Lumber grades designated with"13B"use design The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) values approved 1/30/2013 by ALSC 1.4.0 Chords Tens.Comp. Chords Tens. Comp. Bracing Y-X 1 0 S-R 1 0 Sheathing is required for any longitudinal(drag)forces. X-W 1 0 R-Q 1 0W V 1 0 Q P 1 0 All connections to be designed by the building designer. V-U 1 0 P-0 1 0 Fasten rated sheathing to one face of this frame. U-T 1 0 O-N 1 0T-S 1 0 Plating Notes All plates are 1X3 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins Z-Y 0 -9 L-N 0 -60 In lieu of structural panels or rigid ceiling use purlins A-Y 0 -58 N-M 0 -9 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Gable Forces Per PI lbs TC 24 0.25 14.96 y(lbs) BC 120 0.25 14.96 Gables Tens.Comp. Gables Tens. Comp. Apply purlins to any chords above or below fillers B-X 0 -150 G-S 0 133 at 24"OC unless shown otherwise above. C-W 0 -129 H-R 0 -133 End Vertical Attachment D-V 0 -134 I-Q 0 -134 Attach notched end vertical(s)to next end vertical E-U 0 -133 J-P 0 -129 using(3)qty.10d box or(0.128"x3"min)gun nails F-T 0 -133 K-0 0 -153 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 rAX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9221/T56/SY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: FGE2 Wgt:101.3lbs / ... 09/06/13 1'3"4�I 1'2"8 1'2"8 112-8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 12-8 1'2"8 12-8 12„� AJ A B C D E F G HVJ=3X4 K L M N O PQ v 1 �10'1"2 At AH AG AF AE AD AC AB AA ZY W=3X1( W V U T S 1111X3 Ill 1 X3 1111 X3 III 1X3 1111 X3 1111 X3 1111X3 1111X3 1111 X3 1111 X3 1111 X3 1111X3 III 1X3 1111X3 19,31,10- 19'3"l 0 9'3"1019'3"10 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 IU /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Al 74 /- I- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 279 S 2024 /- /- /- /- /226 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 Q - - At Min Brg Width Req= 5.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B At Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Al&Al 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: 0.033 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 I-J 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver.13.01.04.0627.14 C-D 0 0 K-L 0 0 Lumber Additional Notes D-E 0 0 L-M 0 0 E-F 0 0 M-N 0 0 Top chord 4x2 SP#3-136 See detail STRBRIBR0211 for bracing and bridging F-G 0 0 N-0 0 0 Bot chord 4x2 SP#3-13B recommendations. G-H 0 0 O-P 0 0 Webs 4x2 SP#3-136 Truss must be installed as shown with top chord up. H-1 0 0 P-Q 0 0 Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is values approved 1/30/2013 by ALSC 1-4-0. Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag)forces. AI-AH 0 0 AA-Z 0 0 All connections to be designed by the building AH-AG 0 0 Z-Y 0 0 designer. AG-AF 0 0 Y-X 0 0 Fasten rated sheathing to one face of this frame. AF-AE 0 0 X-W 0 0 AE-AD 0 0 W-V 0 0 Plating Notes AD-AC 0 0 V-U 0 0 All plates are 2X4 except as noted. AC-AB 0 0 U-T 0 0 AB-AA 0 0 T-S 0 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 0.13 18.93 AJ-AI 0 -9 Q-S 25 0 BC 120 0.13 18.93 A-Al 0 -59 S-R 0 -8 Apply purlins to any chords above or below fillers at 24”OC unless shown otherwise above. Maximum Gable Forces Per Ply(Ibs) End Vertical Attachment Gables Tens.Comp. Gables Tens. Comp. Attach notched end vertical(s)to next end vertical B-AH 0 -150 J-AA 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails C-AG 0 -129 K-Y 0 -133 through wide face or(3)qty.1-1/2"leg 16-Gage 1" D-AF 0 -134 L-X 0 -133 wide(minimum)Crown staples on each narrow face. E-AE 0 -133 M-W 0 -134 F-AD 0 -133 N-V 0 -131 G-AC 0 -133 O-U 0 -143 H-AB 0 -133 P-T 0 -108 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 Polistina Ply:1 SEAN:9282!T49/SY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: FGE3 Wgt:38.3lb, / ... 09/06/13 1'3"4'I 1'2„$ 1'2"B'I 17„$ 1� A B C D E F 20= i� N G "v l 10'1"2 IV 1112X4 L K J I 1112X4 6'9"10 r 6'9"10 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): 0.000 F 999 360 H 723 /- /- /- /- /81.6 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 F 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing M 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 D-E 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: C-D 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 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3-13B Truss must be installed as shown with top chord up. M-L 0 0 J-1 0 0 Bot chord 4x2 #3-136 Webs 4x2 SP#3-3-1313 The overall height of this truss excluding overhang is L-K 0 0 I-H 0 0 1.4.0 K-J 0 0 Lumber grades designated with"1313"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag)forces. N-M 0 -9 F-H 0 -42 All connections to be designed by the building A-M 0 -59 H-G 0 -9 designer. Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-L 0 -150 D-J 0 -136 Purlins C-K 0 -129 E-1 0 -127 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 0.13 6.43 BC 76 0.13 6.43 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 Polistina Ply:1 SEAN:9229/T57/SY42 436 Beach Ave,Duval Qty: 1 FROM: DRW: FGE4 Wgt:25.1lbs / ... 09/06/13 �--1'3"4--{ 1'2"8 10"8'{ A B C D Ti-LIL. J E "v l10'1"2 III I H G 4'1"4 1112Xa 4'1"4 -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/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(LL): 0.000 D 999 218 1 74 /_ /_ /_ /_ /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 D 999 218 F 353 /- /- / / 145.8 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - 1 Min Brg Width Req= 3.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B I Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA It Code/Misc Criteria Creep Factor:1.5 Bearings I&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2010 RES Max TC CSI: 0.208 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.037 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.013 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA It FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: A_B 0 0 C-D 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3-136 Bot chord 4x2 SP#3-13B I-H 0 0 G-F 0 0 Webs 4x2 SP#3-13B H-G 0 0 Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bracing Fasten rated sheathing to one face of this frame. J-1 0 -9 D-F 0 -41 A-I 0 -58 F-E 0 -9 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-H 0 -152 C-G 0 121 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 3.73 BC 43 0.13 3.73 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 1-4-0. 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 APE 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 Polistina Ply:1 SEQN:9225/T59/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: FGE5 Wgt:23.411 / ... 09/06/13 �-- 1'3"4�{ 1,2"8 A B C D T °q- Z-� J E v 1 10'1"2 1112X4 III I H G F 3'6"------------------------ T6 3,6„ - 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): 0.000 B 999 288 F 360 /- /- /- /- /42.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 1 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - Bearing I 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: 0.216 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.038 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.013 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 Top chord 4x2 SP#3-138 I-H 0 0 G-F 0 0 Bot chord 4x2 SP#3-13B H-G 0 0 Webs 4x2 SP#3-1313 Lumber grades designated with"136"use design Maximum Web Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing J-1 0 -9 D-F 0 0 Fasten rated sheathing to one face of this frame. A-1 0 -58 F-E 0 -8 Plating Notes Maximum Gable Forces Per Ply(Ibs) All plates are 1X3 except as noted. Gables Tens.Comp. Gables Tens. Comp. Purlins B-H 0 -156 C-G 0 -101 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 0.13 3.13 BC 36 0.13 3.13 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.1-112"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 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 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 Polistina Ply:1 SEQN:9211/T58/SY42 436 Beach Ave,Duval Qty: 2 FROM: DRW: FGE6 Wgt:103.0lbs / ... 09/06/13 1'3"4'� 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1'2"8 1 2 8 1 2"8 8„4 ao— AJ A B C D E F G H VJ-3X4 K L M N O P Q v i 10'1"2 At AH AG AF AE AD AC AB AA ZY W=3XX W V U T S 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 19'11" 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 Udefl 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 Al 2125 /- /- /- /- /233 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 298 S 41 /- /- I- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - At Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B S Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AI&S 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 I-J 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:13.01.04.0627.14 C-D 0 0 K-L 0 0 D-E 0 0 L-M 0 0 Lumber Additional Notes E-F 0 0 M-N 0 0 Top chord 4x2 SP#3-13B See detail STRBRIBR0211 for bracing and bridging F-G 0 0 N-0 0 0 Bot chord 4x2 SP#3-13B recommendations. G-H 0 0 O-P 0 0 Webs 4x2 SP#3-13B Truss must be installed as shown with top chord up. H-1 0 0 P-Q 0 0 Lumber grades designated with"1313"use design The overall height of this truss excluding overhang is values approved 1/30/2013 by ALSC 1-4-0. Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag)forces. AI-AH 0 0 AA-Z 0 0 All connections to be designed by the building AH-AG 0 0 Z-Y 0 0 designer. AG-AF 0 0 Y-X 0 0 Fasten rated sheathing to one face of this frame. AF-AE 0 0 X-W 0 0 AE-AD 0 0 W-V 0 0 Plating Notes AD-AC 0 0 V-U 0 0 All plates are 2X4 except as noted. AC-AB 0 0 U-T 0 0 AB-AA 0 0 T-S 0 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 0.13 19.54 AJ-AI 0 -9 Q-S 0 -30 BC 120 0.13 19.54 A-AI 0 -59 S-R 0 -8 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Gable Forces Per Ply(Ibs) End Vertical Attachment Gables Tens.Comp. Gables Tens. Comp. Attach notched end vertical(s)to next end vertical B-AH 0 -150 J-AA 0 -133 using(3)qty.10d box or(0.128"x3"min)gun nails C-AG 0 -129 K-Y 0 -133 through wide face or(3)qty.1-1/2"leg 16-Gage 1" D-AF 0 -134 L-X 0 -133 wide(minimum)Crown staples on each narrow face. E-AE 0 -133 M-W 0 -134 F-AD 0 -133 N-V 0 -132 G-AC 0 -133 O-U 0 -137 H-AB 0 -133 P-T 0 -116 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 1APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9135/T10/DGAB 436 Beach Ave,Duval Qty: 2 FROM. DRW: GE01 Wgt:197.4lbs / ... 09/06/13 113-5-8121^-1 1'9"5 � 51014 i 9'110 i 11'8"3 15'5"8 17'5"8 19'5"8 21'5"8 i � 25'9"6 � 29'0"2 i 34'11" i 5,10"14 —r 32 ~2' 2' '1 2, "1 2' '1 26"9 3,7'13 5'10"14 G=5X5 F H E I 12 03X4 D J 43X4 6 p f4 03X8 D K k3X8 S V B a) (a) L T U =4X5(D 1 M=-05(W) =2207" 4 1 = 1 =-3X4 R Q P 0 N 8 3'2"8 5'5"8 5'5"8 3'2"8 8 12' 17'5"8 22'11" 261"8 34'11" 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): 0.194 F 999 415 A 1247 /520 /518 /- /226 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.358 F 999 415 M 1248 /520 /518 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 N - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.136 N A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:25.21 ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 5.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.530 Bearings A&M Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.955 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.702 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 1046-2471 G-H 764 -1461 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 970-2235 H-1 747 -1505 Lumber Additional Notes C-D 980-2153 I-J 734 -1542 Top chord 2x4 SP#2-13B See DWGS A14030ENC100212&GBLLETIN0212 for D-E 734-1542 J-K 980 -2154 Bot chord 2x4 SP#2-13B more requirements. E-F 747-1505 K-L 969 -2236 Webs 2x4 SP#3-13B F-G 764-1461 L-M 1046 -2472 The overall height of this truss excluding overhang is Lumber grades designated with"138"use design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral bracing equally spaced on A-R 2167 -866 P-0 1739 -601 -Q 1739 -601 O-N 1739 -601 member. Q-P 1739 -601 N-M 2167 -866 Plating Notes All plates are 2X4 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins B-R 270 -323 P-U 378 -612 In lieu of structural panels or rigid ceiling use purlins R-D 440 -160 U-V 366 -592 to laterally brace chords as follows: D-S 359 -585 V-J 359 -585 Chord Spacing(in oc) Start(ft) End(ft) S-T 366 -591 J-N 441 160 BC 74 -0.13 34.7799 TC 24 0.02 34 T-P 378 -612 N-L 270 -323 Apply purlins to any chords above or below fillers G-P 1028 -489 at 24"OC unless shown otherwise above. Loading Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Gable end supports 8"max rake overhang. S-E 13 -17 H-U 30 -29 Truss passed check for 20 psf additional bottom T-F 30 -29 I-V 13 -17 chord live load in areas with 42"-high x 24"-wide clearance. 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 �APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9090!T22/HIP_ 436 Beach Ave,Duval Qty: 3 FROM: DRW: HJ01 Wgt:33.6lbs / ... 09/06/13 4'3"11 8'5"1 8 9 t• 4'311 4'1"6 -.8 C 23710 12 4.24 p 22X4 B N M 3X4(81) A T s� 20,7.. 1 =4X4 E D i 8'1"8 --05,1 $ r 8'1"8 'S 1j8 8'6"9 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 LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.014 B 999 240 A 225 /93 /- /- /- /7.8 BCU_: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.016 B 999 180 D 242 185 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 E - - C 48 142 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.011 E Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.60 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 7.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.349 D Min Brg Width Req=7 C Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.75 Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.168 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(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04 0627 14 Lumber A-B 259 -385 B-C 42 -56 Top chord 2x4 SP#2-138 Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design A-E 365 -238 E-D 0 0 values approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 8.42 B-E 259 -396 BC-From 2 plf at 0.00 to 2 plf at 8.42 TC- 103 Ib Conc.Load at 2.94 TC- 206 Ib Conc.Load at 5.76 BC- 57 Ib Conc.Load at 2.94 BC- 115 Ib Conc.Load at 5.76 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 -0.03 0.02 TC 24 -0.13 8.30 BC 75 -0.03 8.30 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 3-6-2. 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9123/T13/HIP_ 436 Beach Ave,Duval Qty: 1 FROM: DRW: HJ01A Wgt:39.9lbs / ... 09/06/13 4'3"11 8'5,1 "9 4'3"11 4'1"6 '8 D 23'9'10 12 4.24 p 2X4 C N s 3X4 B M =3X4(C3) =_2X4(C3) A T r6 1 20,x„ FE 8'1"8 8'1"8 5 18 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):-0.007 C 999 240 A 218 /147 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.016 F 822 90 E 149 /127 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 B - - D 42 /31 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.60 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.285 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.505 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.108 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GMaximum Top Chord Forces Per Ply(lbs) Wind Duration: 0.18 Plate Type(s): 1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 275 -249 C-D 36 -41 Top chord 2x4 SP#2-13B B-C 234 -248 Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x6 SP#2-138:BLOCK LENGTH= 2.593' Chords Tens.Comp. Lumber grades designated with"136"use design F-E 0 0 values approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 2 plf at 0.00 to 2 plf at 8.42 C-F 234 -254 BC-From 2 plf at 0.00 to 2 plf at 8.42 TC- 57 Ib Conc.Load at 2.94 TC- 157 Ib Conc.Load at 5.76 BC- 27 Ib Conc.Load at 2.94 BC- 89 Ib Conc.Load at 5.76 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 8.42 BC 101 0.00 8.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-6-2. 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 f'olistina Ply:1 SEQN:9153/T9/HIP_ 436 Beach Ave,Duval Qty: 4 FROM: DRW: HJ02 Wgt:32.21bs / ... 09/06113 T 23'9"10 12 -4X4(A2) N 4.24 B SO 1 22'7" D T CV 6 20,x.. J,1 9 I 2'5"8 511'9 8'5'1 8 "9 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): 0.037 D 999 240 A 283 /130 183 /- /134 /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 D 999 180 D 32 /- /11 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 D - - C 252 /166 /88 /- / /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.034 D Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.60 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 4.9 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.165 D Min Brg Width Req= Soffit: 2.00 P C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.036 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 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 A-B 41 -101 B-C 84 -81 Lumber Top chord 2x8 SP SS Dense-1313 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Lumber grades designated with"l 3B"use design values approved 1/30/2013 by ALSC B-D 4 -4 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 8.42 BC 26 6.28 8.42 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 3-6-2. 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 APE 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 Polistina Ply:1 SEAN:9325/T25/HIP_ 436 Beach Ave,Duval Qty: 2 FROM: DRW: HJ03 Wgt:32.21bs / ... 09/06/13 4'4"10 8'5"1 "9 4'4"10 4,0„7 8 2.83 p C 12'3"9 =2X4 B _2 in 2X4(A1) N T 6"2 110'1"2 =4X4 E D 8'2"1 3" 8'2"1 5 8'6"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): 0.010 B 999 240 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT( )TL: 0.021 B 999 180 A 218 D 234 /138 116 I- /- /_ //q.1.55 / /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 E - - C 45 /17 Des Ld: 32.00 EXP:C HORZ(TL):0.010 E Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Mise Criteria Creep Factor:1.5 A Min Brg Width Req= 4.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.306 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.743 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.227 Bearing A Fcperp=565psi. C8C 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) Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 263 -505 B-C 19 -37 Top chord 2x4 SP#2-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design A-E 492 -259 E-D 0 0 values approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 2 plf at 0.00 to 2 plf at 8.42 B-E 271 -515 BC-From 2 plf at 0.00 to 2 plf at 8.42 TC- 98 Ib Conc.Load at 2.94 TC- 199 Ib Conc.Load at 5.76 BC- 55 Ib Conc.Load at 2.94 BC- 112 Ib Conc.Load at 5.76 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 -5.96 2.46 BC 99 -5.82 2.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-5-15. 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 Polistina Ply:1 SEQN:9323/T30/COMN 436 Beach Ave,Duval Qty: 2 FROM: DRW: HJ04 Wgt:11.2 lbs / ... 09/06/13 12 4.24 1112X4 B T N 3X4(61) co T A 10'1"2 1112X4 C 2'9"3 2'9"3 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):NA A 93 /20 149 /- /34 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 86 /35 /52 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.001 C A Min Big Width Req= 7.8 NCBCLL: 10.00 Mean Height:15.00 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: 0.080 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.056 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.064 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 19 -47 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30 Chords Tens.Comp. Bot chord 2x4 SP#2-13B A-C 4 -8 Webs 2x4 SP#3-13B Lumber grades designated with"1313"use design Maximum Web Forces Per Ply(lbs) values approved 1/30/2013 by ALSC Webs Tens.Comp. Purlins B-C 140 -70 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 0.10 0.15 TC 24 0.00 2.77 BC 31 0.10 2.77 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 1-6-2. 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 eAPVEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9088/T4/JACK 436 Beach Ave,Duval Qty: 6 FROM: DRW: J01 Wg1:6.1lbs / ... 09/06/13 12 6 � B 21'10"2 0 3X4(62) A Zo T10 V01711 M I ( C 2' rr$ 2' '1"'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions fibs) 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 68 /13 /34 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 29 /- /11 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B B 52 /45 /29 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.64 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: 0.169 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.052 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: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Lumber A-B 23 -65 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs) Lumber grades designated with"I 3B"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 2.00 BC 22 0.06 2.00 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 1-6-10. 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 Polistina Ply:1 SEAN:9121/T32/JACK 436 Beach Ave,Duval Qty: 2 FROM: DRW: J01A Wgt:10.311 .. / ... 09/06/13 12 6 C 3X4 B 21'10"2 3X4(C4) o 3X4(C4) Zo T Z 20'7" 7"12 2' Jp r 2' ..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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 116 A 109 /36 /98 /- /43 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 116 D 13 /15 /21 /- / /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 29 /41 /14 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.64 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: 0.177 D Min Brg Width Req= C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.044 gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.016 C&C Dist a:3.00 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 179 -226 B-C 14 -51 Lumber Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B :Rt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Lumber grades designated with"'I 3B"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 2.00 BC 24 0.00 2.00 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 Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-6-10. 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 Polistina Ply:1 SEON:9085/T41/JACK 436 Beach Ave,Duval Qty: 6 FROM: DRW: J02 Wgt:12.11bs / ... 09/06/13 B 12 6 22'10"2 0 N 3X4(B2) T A 6"10 207' C 4' "8 4' 4' „8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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 1U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 133 /31 /69 /- /89 '5.' BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 57 /- 123 /- / BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 B B 103 187 /58 Des Ld: 32.00 EXP:C HORZ(TL): 0.005 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.14 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: 0.688 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.231 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: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Lumber A-B 46 -125 Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(lbs) 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) Endift) TC 24 0.06 4.00 BC 46 0.06 4.00 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 2-6-10. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9117/T5/JACK 436 Beach Ave,Duval Qty: 2 FROM: DRW: J02A Wgt:16.3 lbs I ... 09/06/13 C 12 22'10"2 6 T - 3X4 B i>7 =3X4 C4) N =3X4(C4� A 207' 7"12 l 4 18 i- 4' 4T,8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Def/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):-0.015 B 999 240 A 164 157 /147 /- /89 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 B 999 180 D 44 /40 /64 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 B - - C 78 /74 /48 /- / /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.021 B Wind reactions based on MWFRS g NCBCLL:10.00 Mean Height:22.14 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: 0.338 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.287 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.039 C&C Dist a:4.50 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A-B 352 -450 B-C 36 -71 Lumber Top chord 2x4 SP#3-136 Bot chord 2x4 SP#3-13B :Lt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' Lumber grades designated with"l 3B"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 4.00 BC 48 0.00 4.00 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 Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-6-10. 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 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 Polistina Ply:1 SEAN:9082/T18/EJAC ' 436 Beach Ave,Duval Qty: 19 FROM: DRW: J03 Wgt:18.0Ibs / ... 09/06/13 B 12 6 0 SO Cl) 3X4(82) -F A s10 C 6 „$ 6 „$ 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 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA A 199 /- /103 /- /136 /5.5 BCDL: 5.00 Risk Category:II C 86 /- /35 /_ /_ /1.5 9 rY� Snow Duration:NA HORZ(LL):-0.010 B - - B 154 /131 /86 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.018 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.64 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: 0.902 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.520 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: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) Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 Chords Tens.Comp. Lumber Wind -B 69 -118 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B 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 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 6.00 BC 70 0.06 6.00 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 3-6-10. 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 Michael G KozlowskieAP E X PE No.60839 PE No.58544 Jeffrey P Arneson Derek B Murray PE No.71457 Folistina Ply:1 SEQN:9113/T20/EJAC 436 Beach Ave,Duval Qty: 7 FROM: DRW: J03A Wgt:20.8lbs .. / ... 09/06/13 C 1+23'10"2 12 6 _o Cl) gg ,3X4 B 3X4 4ff A T 1 20,7„ 1� 6' r 6' 6'1"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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 220 /78 /197 /- /136 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 76 /69 /111 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.042 B C 133 /116 /82 /- /- 11.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.070 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.64 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: 0.758 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.677 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI:0.228 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: 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 647 -811 B-C 61 -109 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"13B"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 6.00 BC 72 0.00 6.00 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 Left bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-6-10. 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 fAPEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEQN:9145/T8/EJAC 436 Beach Ave,Duval Qty: 10 FROM: DRW: J04 Wgt:22.4lbs, / ... 09/06/13 T23'10"2 12 =4X4(A2) o 6 B co 1 22'7" D io ih CV T A 6"10 1 20'7" U;a + 119"1 �8 W2"'115 6' 61"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): 0.011 D 999 240 A 205 /73 /79 /- /134 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.021 D 999 180 D 24 /- /8 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - C 181 /133 /95 /- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.014 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.64 ft Code/Mise 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: 0.081 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.019 C 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:4.50 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1..60 WAVE VIEW Ver:13.01.04.0627.14 GCpo 0.1Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 -121 B-C 81 -101 Top chord 2x8 SP SS Dense-13B Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"136"use design Chords Tens.Comp. values approved 1/30/2013 by ALSC B-D 4 -4 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 0.00 6.00 BC 19 4.40 6.00 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 3-6-10. 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9319/T34/JACK 436 Beach Ave,Duval Qty: 4 FROM: DRW: J05 Wgt:5.9lbs / ... 09/06/13 12 4 B 10'11"15 3X4(B1) � A cv 10'1"2 C i 2' 2' 21"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 69 /22 /54 /- /23 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 27 /24 /38 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C B 49 /28 /25 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 C 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: 0.125 C Min Brg Width Req= B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.063 gearing A Fcp Width =S65psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 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 A-B 15 -38 Lumber Top chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3-13B Chords Tens.Comp. Lumber grades designated with"1313"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 -4.13 -4.07 TC 24 -4.24 -2.24 BC 21 -4.13 -2.24 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-2-5. 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 APE 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 f Polistina Ply:1 SEQN:9320/T36/JACK 436 Beach Ave,Duval Qty: 4 FROM: DRW: J06 Wgt:11.61bs / ... 09/06/13 12 4 B 117'15 3X4(B1) T A T5 10'1"2 C 4' ,.8 4' 4' n$ 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):NA A 133 /48 /109 /- /47 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 56 /47 /78 /- /- /1 5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C B 99 /54 /52 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.005 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 It 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: 0.528 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.233 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 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:13.01.04.0627.14 Chords Tens.Comp. Lumber A-B 31 -74 Top chord 2x4 SP#3-13B Bot chord 2x4 SP#3-13B Maximum Bot Chord Forces Per Ply(Ibs) Lumber grades designated with"136"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 0.11 0.18 TC 24 0.00 4.00 BC 45 0.11 4.00 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 1-10-5. 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 Murra PE No.60839 PE No.58544 y PE No.71457 Polistina TQty: 1 SEQN:9318/T17/EJAC 436 Beach Ave,Duval 13 FROM: DRW: 407 :17.41bs / ... 09/06/13 B 12 12'3"15 4 Zo CV 3X4(61) 55 10'1"2 C 6, _1',8 (" 61 61 '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 Udell U# Loc R IU /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 198 /73 /163 /- /70 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 85 /71 /117 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C B 149 /79 /79 /- /- 11.5 EXP:C HORZ(TL): 0.017 C Wind reactions based on MWFRS Des Ld: 32.00 A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 it 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: 0.852 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.693 Bearing 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: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. Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 A B 47 73 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"'I 3B"use design A-C 0 0 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 0.11 0.18 TC 24 0.00 6.00 BC 69 0.11 6.00 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 2-6-5. 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 ness No.75is a fictitious name owned 47 4 45 Sutton Pak Court,Sui a 4Jax 02,Jacksonlvviilllle,IFL 2I224a 904.821.5200 Florida Engineer APEX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 f Polistina Ply:1 SEQN:9322/T28/COMN 436 Beach Ave,Duval Qty:4 FROM: DRW: J08 Wgt:8.4lbs / ... 09/06/13 12 g 1112X4 B 3X4(B2) o A 6"10 10'1"2 1112X4 C 2' 2' n8 .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 Cl: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 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA A 68 /7 /35 /- /34 /5,5 BCDL: 5.00 Risk Category:II C 63 /31 /42 /- /- /1.5 9 ry Snow Duration:NA HORZ(LL):-0.000 B Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:15.00 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: 0.058 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.030 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.032 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. GCpi:0.18 Plate Type(s): A-B 21 40 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. Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B A-C 2 -3 Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins B-C 77 -52 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.06 2.00 BC 22 0.06 2.00 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 1-6-10. 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 A Michael G Kozlowski Jeffrey P Arneson PE No.60839 PE No.58544 Derek B Murray PE No.71457 Polistina Ply:1 SEAN:9109/T11/HIPS 436 Beach Ave,Duval Qty: 1 FROM: DRW: T01 Wgt:203.7IN, / ... 09/06/13 i 6' 11'11"6 175 r 6' 5'11"6 6' ' T2 T3 12 'Al 123X4112I 4[12) Id2X,416] =3XC4[241 M10H12 T 6 =5X5 3X4 B (a) W =6X10(C5 W2 (a) 133X4 =6X10((C5) 1 -5X5(C5 5X5(05) ayo 5 igpll - - - =-5X5[251 _4207" Q = P O N M L K 6'112 5'S"6 2'4"14 3'S"8 3'S"8 2'4"14 55"6 6'1"12 6'112 11'7"2 14' 1T5"8 20'11" 23'3"14 28'9"4 34'11" 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.429 E 959 411 A 2619 /1288 I- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.823 E 500 411 J 2619 /1288 /_ /_ /_ /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.078 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.150 C - A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:22.64 it Code I 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: 0.881 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.955 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.663 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 2530-5078 F-G 4010 -7974 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 2494-5019 G-H 3522 -7019 Lumber Plate Shift Table C-D 3572-7019 H-1 2494 -5019 To chord 2x4 SP#2-13B JT Plate Lateral Chord JT Plate Lateral Chord D-E 4010-7974 I-J 2530 -5078 P E-F 4010-7974 :T2,T3 2x6 SP SS Dense-13B: No Size Shift Bite No Size Shift Bite Bot chord 2x6 SP SS Dense-136 [11] W5X5 1.75 R 1.25 [12] W3X4 S 1.25 Webs 2x4 SP#3.136:W2,W8 2x4 SP#2-13B: [16] W2X4 S 2.50 [24] W3X4 S 1.25 Maximum Bot Chord Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000' [25] W5X5 1.75 L 1.25 Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3-13B:BLOCK LENGTH= 2.000' Lumber grades designated with"13BPurlins A-Q 4432-2199 N-M 7126 -3592 "use design Q_P 4446-2199 M-L 7126 -3592 values approved 1/30/2013 by ALSC In lieu structural panels rigid ceiling use purlins P-0 7126-3593 L-K 4446 -2199 to lateralal f ly brace chords as follows: Bracing Chord Spacing(in oc) Start(ft) End(ft) O-N 7126 -3593 K-J 4431 -2199 (a)Continuous lateral bracing equally spaced on TC 24 0.00 34.92 member. BC 52 0.29 34.62 Maximum Web Forces Per Ply(Ibs) Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Special Loads at 24' OC unless shown otherwise above. C-Q 358 -10 N-G 973 -478 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes C-P 2938-1510 G-L 769 -1162 TC-From 56 plf at 0.00 to 56 pIf at 6.00 The overall height of this truss excluding overhang is P-D 769-1162 L-H 2938 -1510 TC-From 28 pIf at 6.00 to 28 pIf at 28.92 3 6-10. D-N 973 -478 K-H 358 -10 TC-From 56 pIf at 28.92 to 56 pIf at 34.92 BC-From 10 pIf at 0.00 to 10 pIf at 6.01 E-N 499 -626 BC-From 5 pIf at 6.01 to 5 pIf at 28.91 BC-From 10 pIf at 28.91 to 10 plf at 34.92 TC- 201 Ib Conc.Load at 6.01,28.91 TC- 154 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,17.46,18.85,20.85,22.85,24.85,26.85 BC- 328 Ib Conc.Load at 6.01,28.91 BC- 86 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,17.46,18.85,20.85,22.85,24.85,26.85 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 eAPE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:1 SEAN:9096/T15/HIPS 436 Beach Ave,Duval Qty: 2 FROM: DRW: T02 Wgt:155.4 lbs / ... 09/06/13 8' 14'4"4 18' 20'6"12 26'11" 34'11" 8' 64"4 3'7"12 2'6"12 ,2 B_ C D E F 6'4"4 8' -3X3X 4 - 8 -3X5X 4 - 5 T 6 p 0 T-4XTG=4X4(B2) -+2077.. L K aJ I H 8'38 3'8"8 5'5"8 5'5"8 3'8"8 83"8 8'38 12' 1T5"8 22'11" 26'7"8 34'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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): 0.214 J 999 417 A 1146 /494 /514 1- /105 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.420 J 993 417 G 1146 /494 /514 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.078 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.154 H A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:23.14 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: 0.757 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.755 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 950-2003 D-E 1183 -2325 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 944-1728 E-F 944 -1728 Lumber C-D 1183-2325 F-G 950 -2003 Top chord 2x4 SP#2-1313 Bot chord 2x4 SP#2-13B Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"l 3B"use design A-L 1696 -747 J-I 2288 -1016 values approved 1/30/2013 by ALSC L-K 2288-1016 I-H 2288 -1016 Purlins K-J 2288 -1016 H-G 1696 -748 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per PI to laterally brace chords as follows: y(Ibs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.06 34.92 TC 24 8.00 8.00 B-L 496 -137 J-E 256 -133 TC 24 18.00 18.00 L-C 337 -685 E-H 337 -685 TC 24 26.92 26.92 C-J 256 -133 H-F 496 -137 BC 74 0.06 34.85 BC 74 12.00 12.00 BC 74 22.92 22.92 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 4-6-10. 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 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 Polistina Ply:1 SEQN.9069/T40/COMN 436 Beach Ave,Duval Qty: 13 FROM: DRW: T03 Wgt:177.81bs .. / ... 09/06/13 5'10"14 8'10"9 11'8"3 17'5"8 23'2"13 26'07 11 29'0"2 34' " 5'10"14 2'11"11 2'9"10 5'9"5 59"5 29"10 2'11"11 5'10"1411 E=5X5 12 03X4 D F lk3X4 6 �3X8C G'43X8 SO H ,2X4 B (a) (a) 12X4 =5X5(B2 ci37, H031 Uo N M __ y = = =I K J 8'9"8 3'7'8 5'5"8 55 8 32 8 89 8 819•18 12' 1T5"8 2211" 26'1"8 3411" 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): 0.202 L 999 417 A 1266 /534 /520 /- /228 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.367 L 999 417 1 1266 /534 /520 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.093 J - - Wind reactions based on MWFRS HORZ(TL): 0.170 J iBgReq= Des Ld: 32.00 EXP:C I Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:25.50 ft Code 1 Mise Criteria Creep Factor:1.5 Bearings A&I Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.801 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.715 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:9.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): A-B 980-2315 E-F 762 -1540 29 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B_CD 923_22(1103 F-H 9923 -35 2104 Lumber Additional Notes D-E 762-1540 H-1 980 -2316 Top chord 2x4 SP#2-13B The overall height of this truss excluding overhang is Bot chord 2x4 SP#2-13B 9-3-6. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3-13B Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"13B"use design values approved 1/30/2013 by ALSC A-N 1988 -794 L-K 1685 -577 N-M 1685 -577 K-J 1685 -577 Bracing M-L 1685 -577 J-1 1988 -794 (a)Continuous lateral bracing equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B-N 244 -251 L-F 350 -562 to laterally brace chords as follows: N-D 348 -119 F-J 349118 Chord Spacing(in oc) Start(ft) End(ft) D-L 350 -561 J-H 244 -251 TC 24 0.06 34.92 E-L 998 -462 TC 24 8.88 8.88 TC 24 17.46 17.46 TC 24 26.04 26.04 BC 78 0.06 34.85 BC 78 12.00 12.00 BC 78 22.92 22.92 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. 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. nstallation.2 Bus neTechnology s No.547 4745 Sutton Pak Court,is a fictitious name owned Sui a 4Jax 02,Jacksonvex viilllle,IFL 321224a 904.821.5200 Florida Engineer eAP"EX Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Poli Bea Ply:1 SEAN:9079/T62/COMN 436 Beach Ave,Duval Qty: 2 FROM: FRW: T04 Wgt:193.2lbs / ... 09/06/13 5'10"14 8'10"9 11'8"3 17'5"8 23'1"12 27'1"9 28'10" 34'7"95'11"12 5'10"14 2'11"11 2'9"10 5'9"5 5'8"4 311"13 1'8"7 5'9"9 1'4" E M5X5 6 12 /3X4 O F'eU4 53X8 O 146X6 G w2x4 B (a) (a) H012X4 T4 m5X5(B2)4 ciu 1 s6X8(A2) a3X4a - - 3 207" O g N M a L m x 74 :20'1" 878 8 X2"8 5'5"8 571 3'4"5 8711 1.q" 8,9"8 12' 17'5"8 2279 2511"14 34'7'9 2 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): 0.219 M 999 427 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NAVERT(TL): 0.400 M 999 427 A 1295 /377 /531 /- /245 /5.5 BCDL: 5.00 Risk Category:II J 1305 /390 /538 /- /- /5.5 9 ry: Snow Duration:NA HORZ(LL): 0.078 K - - Wind reactions based on MWFRS Des Lc: 32.00 EXP:C HORZ(TL): 0.142 K A Min Brg Width Req= 5.5 NCBCLL:10.00 Mean Height:25.24 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: 0.826 Bearings A&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.654 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 Gio 0.18 Plate Type(s): A-B 951 -2376 F-G 991 -2352 Wind Duration:1.60 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C 896-2165 G-H 978 -2399 Lumber C-D 908-2089 H-1 1095 -2737 Top chord 2x4 SP#2-13B D-E 750-1602 I-J 256 -575 :T4 2x8 SP SS Dense-13B: E-F 747-1597 Bot chord 2x4 SP#2-13B Webs 2x4 SP#3-13B Lumber grades designated with"136"use design Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp Bracing A-0 2042 -735 M-L 1789 -550 O-N 1740 -532 L-K 1789 -550 (a)Continuous lateral bracing equally spaced on N-M 1740 -532 K-1 2512 -918 member. 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: B-0 239 -250 M-F 345 -626 Chord Spacing(in oc) Start(ft) End(ft) O-D 349 -118 F-K 613 -226 TC 24 0.06 35.98 D-M 318 -561 K-H 413 -668 BC 85 0.06 34.52 E-M 1045 -423 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. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 9-3-6. 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 eAP"EMichael G Kozlowski Jeffrey P Arneson PE No.60839 PE No.58544 Derek B Murray PE No.71457 Y Polistina Ply:1 SEAN:9130/ -24/HIPS 436 Beach Ave,Duval Qty: 1 FROM: DRW: T05 Wgt:175.0 lbs I ... 09/06/13 tY'� 6' 10'9"10 15'2" 18' 16 6 24'0"1 28'11" 34'11" 6' 4'9"10 6 2'10" 4'5"11 4'10"15 6' 12 =5X7 =�X4 --4X4[16] = XB I�X4 6 F;;;, C E T (a) (a) B C" (C4 (10 N 1ZU =3X4(82) R Q P O -6X8 M L K 1i 18'10"10 154"10 7 6'1"12 i 44"6 i 1'5"14 i 4'7"14 3410 _i i 4'S"11 i 6'1"12 10'6"2 12' 1966 }' 2211 r' 28.9"4 r 3411•' 2'10"8 1'4" 1[4,10„6-{ 24'3" 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):-0.076 R 999 240 A 944 /654 /- /- / /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.123 R 999 224 N 3260 /2077 /- I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 B - - J 754 /281 /- /- I- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.061 K Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.64 It Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 3.5 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.923 N Min Brg Width Req= 5.5 Soffit: 2.00 P J Min Brg Width Req= 5.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Bearings A,N,&J Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.642 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 1101 -1479 F-G 1601 -1070 Lumber Plate Shift Table B-C 1040-1367 G-H 1601 -1070 Top chord 2x4 SP#2-13B JT Plate Lateral Chord JT Plate Lateral Chord C-D 922-1125 H-1 0 -319 Bot chord 2x4 SP#2-13B No Size Shift Bite No Size Shift Bite D-E 270 -226 I-J 470 -1254 Webs 2x4 SP#3-13B [15] W3X4 S 1.25 [16] W4X4 S 1.25 E-F 1601 -1070 :Lt Slider 2x6 SP#2-13B:BLOCK LENGTH= 1.833' [25] W04 S 1.25 Lumber grades designated with"13B"use design purlins Maximum Bot Chord Forces Per Ply(Ibs) values approved 1/30/2013 by ALSC Chords Tens-Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins p Bracing to laterally brace chords as follows: R-Q 1160 -886 N-M 251 0 (a)Continuous lateral bracing equally spaced on Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 34.92 Q-P 1104 -909 M-L 251 0 member. TC 24 6.00 6.00 P-0 1104 -909 L-K 1072 383 TC 24 18.00 18.00 O-N 147 -212 K-J 1052 -381 Special Loads TC 24 28.92 28.92 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 68 0.00 34.85 Maximum Web Forces Per Ply(Ibs) TC-From 56 plf at 0.00 to 56 plf at 6.00 BC 68 12.00 12.00 Webs Tens.Comp. Webs Tens. Comp. TC-From 28 plf at 6.00 to 28 plf at 28.92 BC 68 22.92 22.92 TC-From 56 plf at 28.92 to 56 plf at 34.92 Apply purlins to any chords above or below fillers C-R 239 -148 G-N 359 -457 BC-From 10 pIf at 0.00 to 10 plf at 6.01 at 24' OC unless shown otherwise above. C-0 18 -63 N-H 1187 -2189 BC-From 5 plf at 6.01 to 5 plf at 28.91 Q-D 248 -134 H-L 785 -295 BC-From 10 plf at 28.91 to 10 plf at 34.92 Wind D-0 819-1144 L-I 572 -968 TC- 175 lb Conc.Load at 6.01 Wind loads and reactions based on MWFRS. TC- 133 lb Conc.Load at 8.06,10.06,12.06,14.06 O-E 892 -654 K-I 450 44 16.06,18.06 Left cantilever is exposed to wind E-N 1600-2124 TC- 154 Ib Conc.Load at 20.06,22.06,24.06,26.06 Left bottom chord exposed to wind. 28.06 TC- 201 Ib Conc.Load at 28.91 Additional Notes BC- 226 Ib Conc.Load at 6.01 BC- 76 Ib Conc.Load at 8.06,10.06,12.06,14.06 The overall height of this truss excluding overhang is 16.06,18.06 3-6-10. BC- 86 Ib Conc.Load at 20.06,22.06,24.06,26.06 28.06 BC- 328 Ib Conc.Load at 28.91 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 APE 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 r Polistina Ply:2 SEAN:9162/T12/HIPS 436 Beach Ave,Duval Qty: 2 FROM: DRW: T06 Wgt:170.8 IN, / ... 09/06/13 4'37 6' 9'11"8 13'11" 15'7"9 19'11" 4'3"7 1'8"9 3'11"8 3'11"8 1'8"9 4'3"7 =C 8 1112XD4 =8X8 12 6 =6X10(62) =6XF0(A2) T 0 11124 =3X8 1112X4 } io H I G 1 t,207' 4' "7 1'10"5 3'9"12 3'9"12 1'10"5 4'x"7 43 7 6'1"12 9'11"8 13'9"4 157'9 1 1" 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): 0.497 D 469 240 A 1320 /730 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.957 D 243 233 G 1320 /730 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.228 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.438 C A Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:22.64 ft Code/Misc Criteria Creep Factor:1.5 G Min Big Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.647 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.958 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.099 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 162 -292 D-E 1707 -2987 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 1399-2457 E-F 1399 -2457 Lumber Purlins C-D 1707-2987 F-G 162 -292 Top chord 2x8 SP SS Dense-13B:T2 2x4 SP#2-13B: In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP#2-13B 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. :Lt Wedge 2x4 SP#3-13B::Rt Wedge 2x4 SP#3-13B: TC 24 0.00 19.92 Lumber grades designated with"l 3B"use design BC 82 4.40 15.52 B-J 2817-1601 I-H 2730 -1546 values approved 1/30/2013 by ALSC Apply purlins to any chords above or below fillers J-1 2730-1546 H-F 2817 -1601 at 24"OC unless shown otherwise above. Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.13 1"x3",min.nails Additional Notes Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. The overall height of this truss excluding overhang is Bot Chord:1 Row @12.00"o.c. 3-6-10. C-J 269 -407 I-E 261 -162 Webs :1 Row @ 4"o.c. C-1 261 -162 H-E 269 -407 Use equal spacing between rows and stagger nails D-1 105 -115 in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 6.00 TC-From 28 plf at 6.00 to 28 plf at 13.92 TC-From 56 plf at 13.92 to 56 pIf at 19.92 BC-From 10 plf at 0.00 to 10 plf at 6.01 BC-From 5 plf at 6.01 to 5 plf at 13.91 BC-From 10 plf at 13.91 to 10 plf at 19.92 TC- 433 lb Conc.Load at 6.01,13.91 TC- 181 Ib Conc.Load at 8.06,9.96,11.85 BC- 56 lb Conc.Load at 6.01,13.91 BC- 24 lb Conc.Load at 8.06,9.96,11.85 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 Murra PE No.60839 PE No.58544 PE No.71457 y Polistina Ply:1 SEAN:9157/T6/HIPS 436 Beach Ave,Duval Qty: 2 FROM: DRW: T07 Wgt:89.6It / ... 09/06/13 4'3"7 8' 11'11" 15'79 19'11" 4'3"7 3'8"9 3'11" 3,8"9 4'37 \11 C8 T2 =8X88 T ,2 6 �=4x8(61) =4x6(8,) N B E o =3X4 1112E T ' N 1 t,20'7" 4' "7 4'0"1 3'5"12 3105 4' "7 43 7 8'38 11'9"4 15'7"9 1n 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): 0.380 H 613 240 A 654 /331 /255 /- /100 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.746 H 312 233 F 654 /331 /255 1- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.191 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.375 G - A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:23.14 ft Code/Misc Criteria Creep Factor:1.5 F Min Big Width Req= 3.5 P Soffit: 2.00 TCDL:4.2 sf Bldg Code: FBC 2010 RES Max TC CSI: 0.525 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.060 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 177 -285 D-E 667 -1359 Wind Duration:1.60 WAVE IVIEW Ver:13.01.04.0627.14 B-C 668-1365 E-F 178 -285 C-D 744 -1404 Lumber Top chord 2x8 SP SS Dense-13B:T2 2x4 SP#2-13B: Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-136 Webs 2x4 SP#3-138 Chords Tens.Comp. Chords Tens. Comp. Lumber grades designated with"1313"use design B-H 1417 -573 G-E 1412 -573 values approved 1/30/2013 by ALSC H-G 1402 -566 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) C-H 84 -119 G-D 66 -66 TC 24 -4.28 15.63 H-D 158 -155 BC 100 0.11 11.23 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 4-6-10. 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 APE 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 s , Polistina Pl �SEQN:9139/T7/COMN 436 Beach Ave,Duval Qty: 6 FROM: DRW: T08 Wgt:88.21bs / ... 09/06/13 4'3"7 9'11"8 15'7"9 4'3"7 5'8"1 5'8"1 4'37 C.r 8X8(R1) 12 `-O 6 ZD ih 1 -SXS(B2 ) =5 p5(A2) So 1112F4 (V 1 20'7" 4'x.,7 5,8„1 68,11 Q-743 7 9'11"8 157"9 1 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.412 C 566 240 A 654 /215 /250 /- /124 /3.5 TL: 0.808 C 288 233 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT (TL):) E 654 /215 /250 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.209 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.410 F A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:23.63 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.524 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.590 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.044 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 170 -285 C-D 576 -1290 Wind Duration:1.60 WAVE VIEW Ver:13.01.04.0627.14 B-C 577-1290 D-E 171 -285 Lumber Top chord 2x8 SP SS Dense-138 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2-13B Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B Lumber grades designated with"1313"use design B-F 1305 -436 F-D 1305 -436 values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. In lieu of structural panels or rigid ceiling use purlins C-F 116 62 to laterally brace chords as follows: Chord Spacing(in oc) Starf(ft) End(ft) TC 24 -4.28 15.63 BC 120 0.11 11.23 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 5-6-6. 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 eAE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina Ply:2 SEAN:9327/T29/HIPS 436 Beach Ave,Duval Qty: 1 FROM: DRW: T09 Wgt:382.2 lbs I ... 09/06/13 6' 11'11"6 - - -- - 1T5"8 1 ' 22'11"1p 28'11" - 6' 5'11"6 5'6"2 qX 4'11"10 5'11"612 6' 4 D =68X8 --C 4 T2 1112��XE 5 =F 4 T3 =8G8 T H=3X8(A1) N-3X8(A1)A 10'1"2 1 �5 1112X4 - = 4 p N M L K J 6'1'12 5'5"10 2'4"10 3'5"8 35"8 1 24"10 5'5"1p 6'1"12 6'1"12 11'76 14' 1T5"8 20'11" 23'3"10 28'9"q 3411" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs)Loc R /U /Rw I Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.472 D 880 415 A 2558 /1379 /- I- / /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.901 D 461 415 H 2558 /1379 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.061 1 - - Ain Min reactions ba d n MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.117 I g q= H Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Bearings A&H Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.611 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to hl2 Rep Factors Used:Yes Max Web CSI: 0.795 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30.0%(0.0%)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 1887-3399 E-F 3318 -5854 Wind Duration:1.60 WAVE,HS VIEW Ver:13 01 04 0627 14 B-C 2918-5165 F-G 2918 -5165 C-D 3318-5854 G-H 1887 -3399 Lumber Plate Shift Table D-E 3318 -5854 Top chord 2x4 SP#2-13B JT Plate Lateral Chord JT Plate Lateral Chord :T2,T3 2x6 SP SS Dense-13B: No Size Shift Bite No Size Shift Bite Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense-138 [9] W4X5 1.50 R 1.50 [15] W3X8 S 125 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3-13B [23] W4X5 2.50 R 1.50 Lumber grades designated with"13B"use design purlins A-0 3203-1778 L-K 5244 -2961 values approved 1/30/2013 by ALSC O-N 3209-1782 K-J 5244 -2961 In lieu of structural panels or rigid ceiling use purlins N-M 5243-2961 J-I 3209 -1782 Nailnote to laterally brace chords as follows: M-L 5243-2961 I-H 3203 -1778 Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) To Chord:1 Row 12.00"o.c. TC 24 -4.28 30.63 Top @ BC 89 -4.14 30.49 Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. Use equal spacing between rows and stagger nails B-0 95 -50 L-F 652 -381 in each row to avoid splitting. Additional Notes B-N 2086-1212 F-J 313 -568 Special Loads The overall height of this truss excluding overhang is N-C 313 -568 J-G 2086 -1212 2-6-5. C-L 652 -381 I-G 95 -50 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) D-L 162 -310 TC-From 55 plf at 0.00 to 55 plf at 6.00 TC-From 27 plf at 6.00 to 27 plf at 28.92 TC-From 55 plf at 28.92 to 55 plf at 34.92 BC-From 10 plf at 0.00 to 10 plf at 6.01 BC-From 5 plf at 6.01 to 5 plf at 28.91 BC-From 10 plf at 28.91 to 10 plf at 34.92 TC- 194 lb Conc.Load at 6.01,28.91 TC- 149 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,17.46,18.85,20.85,22.85,24.85,26.85 BC- 319 Ib Conc.Load at 6.01,28.91 BC- 85 lb Conc.Load at 8.06,10.06,12.06,14.06 16.06,17.46,18.85,20 85,22.85,24.85,26.85 Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 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 ness No.Technology is a fictitious name owned 7 4745 Sutton Pak Co rt,Sute 402,Jaex cksonvviilllle,IFL 321224-904.821.5200 rFlorida Engineer rAP X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 Polistina FWgt '144 SEAN:9321/T26/HIPS 436 Beach Ave,Duval 1 FROM: T10 DRW: 144.21bs / ... 09/06/13 8 144"4 18' 20'6"12 26'11" 34'11" 8 6'4., 37'12 2'6"12 64"4 g 12 -T2 4 B= X5 4 -3X8 -3X4 T3 -5X5 T - E F N <V M 1 4X5= B1)4 G=4X5(B1) g3g L 3'8,.8 K B2 1 =H 5'5"8 5'5"8 3'8'.8 8'3"8 12' 1T5"883 8 22'11" 267"8 34'11" 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): 0.399 J 999 416 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.770 J 540 416 A 1131 /534 /836 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration.NA HORZ LL: 0.098 H - - G 1131 ti 519 /689 /- / /3.5 ( ) Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.188 H A Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 3.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2010 RES Max TC CSI: 0.572 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.853 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 2713-2622 D-E Wind Duration:1.60 0 -3353 WAVE,HS VIEW Ver:13.01.04.0627.14 B-C Lumber 2685-2459 E-F 2795 -2459 Top chord 2x4 SP M-30:T2,T3 2x4 SP#2-138: C-D 3640-3353 F-G 2811 -2622 Bot chord 2x4 M-30:62 2x4 SP#2-13B: Webs 2x4 SP#3-3-13B Maximum Bot Chord Forces Per Ply(Ibs)Lumber grades designated with"1313"use design Chords Tens.Comp. Chords Tens Comp values approved 1/30/2013 by ALSC A-L 2414-2462 J-1 3294 -3339 Purlins L-K 3294-3305 I-H 3294 -3339 K-J 3294-3305 H-G 2414 -2587 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(Ibs) Chord Spa24ng(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens Comp TC 8 TC 24 0.00 34.81 B-L 541 -664 J-E 325 -246 TC 24 8.00 8.00 L-C 878 -925 E-H 794 -926 TC 24 18.00 18.00 TC 24 26.92 26.92 C-J 307 -297 H-F 600 -631 TC 24 34.81 34.92 BC 51 0.11 34.81 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 bottom chord exposed to wind. Additional Notes The overall height of this truss excluding overhang is 3-2-5. 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 Michael G Kozlowski Jeffrey P ArnesonAPE X PE No.60839 PE No.58544 Derek B Murray PE No.71457 �s m , CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD N3 ATLANTIC BEACH,FL 32233 rn INSPECTION PHONE LINE 247-5814 13-00003422 Date 12/05/13 Application Number . 436 BEACH AVE Property Address . . . • • Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . 325000 ---------------------------- Application desc new home ---------------------------- Contractor Owner POLISTINA, TERRY LEE BOSCO BUILDING CONTRACTORS 1 2158 MAYPORT RD. 2101 2ND DR NW FL 33071 ACH FL 32233 ATLANTIC BE CORAL SPRINGS (904) 241-0320 Structure Information 000 000 SINGLE FAMILY HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL ----- Flood-Zone-------------------ZONE-X--------------------- --------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 24 FIXTURES Sub Contractor COGBURN AND WAKEFIELD PLBG . 00 Permit Fee 223 . 00 Plan Check Fee 0 Valuation . Issue Date . • ' ' 6/03/14 Expiration Date . ------------------------- Special Notes and Comments PER R CARPER PERMIT INCLUDES APPROVAL FOR APRON ON 4TH STREET Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. etrfield boxes, sewercoordination cleanoutsneeded, valve covers34 . Ensure all me 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 of be sent tested by a certified tester and a copy to Public Utilities . is Full right-of-way restoration, including sod,approvedlist Roll off container company murequired. st be on City app d on City Right-of-Way. and container cannot be placeT t PERMIT IS ��®1Q�,1' �CL��D'1`tl�`I��ORIDA BUILDING CODES. �s 1, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J INSPECTION PHONE LINE 247-5814 x,011 �• Page 2 Application Number . 13-00003422 Date 12/05/13 ------------------------- Special Notes and Comments Management. ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Control Inspectionkprior 7to8start 34) oErosion of and Sedime construction. PLEASE SUBMIT ARCHITECTURAL PLANS THAT ARE COMPLIANT WITH OLD ATLANTIC BEACH RESIDENTIAL STANDARDS OUTLINED IN SECTION 24-172 OF THE ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS . PROPOSED GARAGE APPEARS TO BE LOCATED 15 ' FROM FRONT LOT LINE. THE PROPERTY HAS DOUBLE FRONTAGEFON BOTH OCEAN BLVD AND BEACH AVE. PER SECION 24 . 84 (C) , DOUBLE FRONTAGE LOTS EXTENDING BETWEEN BEACH AVENUE AND OCEAN BLVD, THE REQUIRED FRONT YARD SHALL BE THE YARD, WHICH FACES OCEAN BLVD. " THIS MEANS THE FRONT LOT LINE IS THE OCEAN BLVD FACING SIDE AND THE REAR IS THE BEACH AVE FACING SIDE. THE FRONT SETBACK FOR THE PROPERTY IS 201 . PER SECTION 24-89, A PRIVATE GARAGE AND GARAGE APARTMENTS MAY BE ALLOWED ON A DOUBLE FRONTAGE LOT. HOWEVER, THE GARAG E MUST MEET THE SAME SETBACKS AS REQUIRED BYTTHE PPRINCIPAL DWELLING ON SITE, WHICH IS 201 THEREFORE, GARAGE IS NOT IN COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODEE A sewer cleanout must be installed at the property Cleanout must be covered with an RT1 concrete box eith metal lid. Cleanout to be set to grade *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 meterTboxes,o ALL WsenwerscleanoutsTO CFASTENERS and valve covers Ensure all are set to grade and visible. reventer must be A reduced pressure zone backflow p 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 . property line . A sewer cleanout must be installed at the pro p Y e bx with Cleanout must be covered with an RT1adenand tvisible . metal lid. Cleanout to be set to g� BlOe �cEs ArT}► LORIDA PERMIT ISTAVM bU�E01031 igM AtVO1tMdert��d C� BUILDING CODES. �� '•��, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 J -� INSPECTION PHONE LINE 247-5814 Page 3 13-00003422 Date 12/05/13 Application Number ------------ ------------------------- Special Notes and Comments vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . --------- ----------- ------------------------------------ __ ----- 3 . 35 Other Fees STATE PLBG DCA SURCHARGE STATE PLBG DBPR SURCHARGE3 . 35 ------------------------Char ed-- ------------ Paid Credited Fee summary g - ----Due--- ---------- . 00 - ------------ 223 . 00 223 . 00 . 00 Permit Fee Total 00 00 00 . 00 Plan Check Total 6 70 00 . 00 Other Fee Total 6 . 70 00 . 00 Grand Total 229 . 70 229 . 70 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 pmmrr# ZZ .TOB ADDRESS: NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE Qom' Bathtub 3 Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Throe Compartment Sink Floor Dram Toilet Floor Sink Hose Bibs _ Urinal __ ____ Vacuum Breakers Kitchen Sink � 2 Laundry Tmy Water Connected Appliances Water Heater Lavatory Water Treating System Other Fixtures RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QT' Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Cwt Sink l Floor Sink Toilet j Hose Bibs Urinal Vacuum Breakers Kitchen Sink Water Later'Tray Water eater Appliances OtherLavatoFixtures Water Treating System MISCELLANEOUS: cellons(Regtaires 3 sets of plans) ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grea-se Interceptor(Trap) g ❑ Lawn Sprinkler System Number of Heads ❑ well ## ** **,SJRWD Well Completion Form.Completed form to be submitted to the Building Deptent for final inspection. ❑ Other ceded or abtmdoned for six months.I hereby certify that I have read Permit becomes void if wort does not oomrnence within a six month period or work is vernix itis wort vnll be complied with whether Twified this application and know the same to be true and correct- All provisions of laws and ordinances go g 000s<rttction or of oonstrucu or not The permit does not give authority to violate the provisions of any other state or local law regulation Property Owners Name 3°S Lc 3LA % I d L""j n, ') Phone`Number Fax Plumbing Company CJ 3 OfficePhone Co. Address: ti T� Lti City TA f State ELZip 3 2 Z r e �, p,J S Certification/Registration# License Holder(Print): Notarized Signature of License Holder `— 20-0- -U*"!" 0 worn and su cribed befo e � ° Lu , MARIA PIMIENTA 4PaY n •, �a Publl ,' �� Notary Public state of Florida S1 cure of Notary •®��, My Comm.Expires Jan 28,2015 "y, o? Commission N EE 59080 PROJECT NO: 4285-0001 LAB NO: 88714 Ellis&Asseciatesw. DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0001 Jacksonville,FI 32256 „n: rr k > DATE: 12/19/2013 (904)880-0960 Office (904)880-0970 Fax REPORT OF: SOIL PROCTOR f FILE � D /�PROJECT: 436 Beach Avenue L5 Atlantic Beach, Duval County, FQ v �WN�74W HC't:N�i•s gr!lWpgY�•,pwM'�•, �' ATTENTION: Mr Todd Bosco (�' DEC 20 2013 REPORTED TO: Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 Sample Location: House Pad Material: Fill % Moisture Dry Density Lbs./Cu.Ft. 100%saturation line for SG=2.65 Estimated 16.7 99.90 1c 17.8 99.40 ------------------------------------- 15.7 99.50 14.8 98.10 ------------------------------------- ------------------------------------- 16.5 Optimum 99.90 Maximum a ------------------------------------- olor/Description: Brown Fine Sand w ----------- ---- 0 -------------- --------- I----/--------------------------- tc t' 1s 15 17 18 19 zo Moisture Content,peroert Desc of Rammer: Mechanical Date Received: 12/11/2013 Preparation Method: Dry Date Tested: 12/16/2013 Remarks: Test Method (As Applicable):ASTM D-1557 Ong:Bosco Custom HomesAttn:Mr Todd Bosco (1-ec copy) Respectfully Submitted, Ellis&Associates, Inc. HLE Cupv Nemer(Nick)Y.Oweis,P.E. Technician: Adam Jackson Chief Engineer Licensed,Florida No,44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY EImTree SYSTEM PROJECT NO: 4285-0001 � EllinLAB NO: 88714-A ftseciatesi., DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0002 Jacksonville,FI 32256 (904)880-0960 office DATE: 12/19/2013 (904)880-0970 Fax REPORT OF: RESIDENTIAL IN-PLACE DENSITY TEST PROJECT: 436 Beach Avenue Atlantic Beach, Duval County, FL ATTENTION. Mr Todd Bosco REPORTED TO: Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 General Location:436 Beach Avenue Specific Location: House Pad Course: Fill Test Dry Percent Test Depth Percent Density Proctor Spec Proctor No. (in) Location Moisture (pcf) Number No. Density Pass/Fail 1 12 Northeast Corner 8.5 96.5 88714 1 97 Pass 2 12 Southwest Corner 7.7 97.9 88714 1 98 Pass 3 12 Center 8.0 96.9 88714 1 97 Pass Proctor Proctor Optimum Maximum LBR No Date Moisture DryDensity Value Description Location 88714 12/11/2013 16.5 99.9 N/A Brown Fine Sand House Pad Specification Specification No. Compaction,% 1 95 Min Date Received: 12/11/2013 Date Tested: 12/11/2013 Gauge No.: 10 Test Methods: ASTM D6938-08a Orig:Bosco Custom HomesAttn'Mr Todd Bosco (1-cc copy) Respectfully Submitted, Ellis &Associates, Inc. F �L E P,U Nemer(Nick)Y.Oweis,P.E. Technician: Adam Jackson Chief Engineer Licensed,Florida No.44755 THIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTSARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOTTO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 4285-0002 - LAB NO: 88712 HIM ftsoclaftsw DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0001 Jacksonville,F132256 (904)880-0960 Office DATE: 12/17/2013 (904)880-0970 Fax REPORT OF: SOIL PROCTOR FILE C OPY PROJECT: 1322 Ocean Blvd Atlantic Beach, Duval County, FL ,n ATTENTION: Mr Todd Bosco J 2 O-�3 REPORTED TO: Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 Sample Location: House Pad Material: Fill %Moisture Dry Density Lbs./Cu.Ft. 100%saturation line for SG=2.65 Estimated 15.5 100.7 1° 16.6 100.9 --------------------------------- --- 17.7 100.2 ------------------------------------ 14.6 100.1 ------------------------------------- ------------------------------------- o _ 16.4 Optimum 100.9 Maximum ------------------- CL _________________________ _____ Color/Description:Brown Fine Sand >Z ------ ------------------------------------- ------------------------------------- 0 -- ---- ---- ------------------ a1A ------ ---------------- ----------- ------------------------------------- ------------------------------------- ss 13 14 15 15 17 18 19 M Moisture Content,woent Desc of Rammer:Mechanical Date Received: 12/11/2013 Preparation Method: Dry Date Tested: 12/13/2013 Remarks: Test Method (As Applicable):ASTM D-1557 Orig:Bosco Custom HomesAttn:Mr Todd Bosco (1-ec copy) Respectfully Submitted, Ellis&Associates, Inc. �r�' in L� Nemer(Nick)Y.Oweis,P.E. Technician: Adam Jackson Chief Engineer (APK) Licensed,Florida No.44755 THIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATEDAND TO THE SAMPLE(S)TESTEDAND/OR OBSERVEDANDARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 4285-0002 LAB NO: 88712-A Ellissftsodatesi. DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0002 Jacksonville,FI 32256 (904)880-0960 office DATE: 12/17/2013 (904)680-0970 Fax REPORT OF: RESIDENTIAL IN-PLACE DENSITY TEST PROJECT: 1322 Ocean Blvd Atlantic Beach, Duval County, FL ATTENTION: Mr Todd Bosco REPORTED TO: Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 General Location: 1322 Ocean Blvd Specific Location: House Pad Course: Fill Test Dry Percent Test Depth Percent Density Proctor Spec Proctor No. (in) Location Moisture (pcf) Number No. Density Pass/Fail 1 12 Southeast Corner 9.6 97.2 88712 1 96 Pass 2 12 Northwest Corner 9.9 96.8 88712 1 96 Pass 3 12 Center 8.5 97.7 88712 1 97 Pass Proctor Proctor Optimum Maximum LBR No Date Moisture DryDensity Value Description Location 88712 12/11/2013 16.4 100.9 N/A Brown Fine Sand House Pad Specification Specification No. Compaction,% 1 95 Min Date Received: 12/11/2030 Date Tested: 12/11/2013 Gauge No.: 10 Test Methods: ASTM D6938-08a Ong Bosco Custom HomesAttn:Mr Todd Bosco (1-ectopy) Respectfully Submitted, Ellis&Associates, Inc. E nn Nemer(Nick)Y.Oweis,RE. Technician: Adam Jackson Chief Engineer (APK) Licensed,Florida No.44755 THIS REPORTAPPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OFAPPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENTAN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. REPORT CREATED BY ElmTree SYSTEM PROJECT NO: 4285-0001 Ellis&Associates inc. LAB NO: 8 DATE TESTED: 12/12/11/21/2 013 7064 Davis Creek Road REPORT NO: 1-0002 Jacksonville,FI 32256 (904)880-0960 Office DATE: 12/19/2013 (904)880-0970 Fax REPORT OF: RES DENSITY TEST PROJECT: 6 Beach Avenue eac , Duval County, FL ATTENTION: Mr Todd Bosco REPORTED TO: Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 General Location: 436 Beach Avenue Specific Location: House Pad Course: Fill Test Test Depth Percent DeDnsity Proctor Spec Proctor No. (in) Location Moisture (pcf) Number No. Density Pass/Fail 1 12 Northeast Corner 8.5 96.5 88714 1 97 Pass 2 12 Southwest Corner 7.7 97.9 88714 1 98 Pass 3 12 Center 8.0 96.9 88714 1 97 Pass Proctor Proctor Optimum Maximum LBR No Date Moisture Dry Density Value Description Location 88714 12/11/2013 16.5 99.9 N/A Brown Fine Sand House Pad Specification Specification No. Compaction, % 1 95 Min Date Received: 12/11/2013 Date Tested: 12/11/2013 Gauge No.: 10 Test Methods: ASTM D6938-08a Ong:Bosco Custom Homes Attn:Mr Todd Bosco (1-cc copy) 1 \ RespectfuN� R 's••°�'. Ellis &As ' �aciates, Inc. t�o44755 2- • * Nemer(1 :OWE_,rI7 .E OF 441 Technician:Adam Jackson Chief Engifj�a�'••X,L� APK Licensed,F� '�4 t•..• (j�% THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLETE ',t /°N Ak- 1S)TESTED AN / RD O 0�5�RYED,!►Nq AOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING(DUALITY ASSURANCE PROGRAM UNI ESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION REPORT CREATED BY EImTree SYSTEM PROJECT NO: 4285-0002 LAB NO: 88712 Ellis Assoclatesk, DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0001 Jacksonville,FI 32256 (904)880-0960 Office DATE 12/17/2013 (904)880-0970 Fax REPORT OF: SOIL PROCTOR D PROJECT: 1322 Ocean Blvd Atlantic Beach, Duval County, FL DE 2 0 013 ATTENTION: Mr Todd Bosco r REPORTED TO: Bosco Custom Homes By___.__ 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 Sample Location: House Pad Material: Fill % Moisture Dry Density Lbs./Cu.Ft. 1001%saturation line for SG=2.65 Estlmated 15.5 100.7 1° 16.6 100.9 --------------------------------- -- 17.7 100.2 ------------------------------------ 14.6 100.1 ------------------------------------- ------------------------------------- T 105 _ --- 16.4 Optimum 100.9 Maximum --------------------------------- CL _____________________________________ Color/Description: Brown Fine Sand c ------------------------------------- 0 - -- -- --- ------------------ ❑ 1:0 -- ------- 95 13 1� 15 16 17 18 19 20 Wr.ture Content,percent Desc of Rammer:Mechanical Date Received: 12/11/2013 Preparation Method: Dry Date Tested: 12/13/2013 Remarks: Test Method (As Applicable):ASTM D-1557 Orig:Bosco Custom Homes AtIn Mr Todd Bosco (1-ec copy) Respectfully Submitted, Ellis &Associates, Inc. Nemer(Nick)Y.Oweis,P.E. 'echnician: Adam Jackson Chief Engineer —(APK) Licensed,Florida No.44755 THIS REPORTAPPLIES ONLY 70 THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTEDANDIOR OBSERVEDAND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION REPORT CREATED BY EI-Tree SYSTEM PROJECT NO: 4285-0002 LAB NO: 88712-A Ellis&Associates,, DATE TESTED: 12/11/2013 7064 Davis Creek Road REPORT NO: 1-0002 Jacksonville,FI 32256 (904)880-0960 Office DATE: 12/17/2013 (904)880-0970 Fax REPORT OF: RESIDENTIAL IN-PLACE DENSITY TEST PROJECT 1322 Ocean Blvd Atlantic Beach, Duval County, FL ATTENTION: Mr Todd Bosco REPORTED TO. Bosco Custom Homes 2158 Mayport Road Atlantic Beach, FL 32233 TEST RESULTS Page 1 of 1 General Location: 1322 Ocean Blvd Specific Location: House Pad Course: Fill Test Dry Percent Test Depth Percent Density Proctor Spec Proctor No. (in) Location Moisture (pcf) Number No. Density Pass/Fall 1 12 Southeast Corner 9.6 97.2 88712 1 96 Pass 2 12 Northwest Comer 9.9 96.8 88712 1 96 Pass 3 12 Center 8.5 97.7 88712 1 97 Pass Proctor Proctor Optimum Maximum LBR No Date Moisture DryDensity Value Description Location 88712 12/11/2013 16.4 100.9 N/A Brown Fine Sand House Pad Specification Specification No. Compaction,% 1 95 Min Date Received: 12/11/2030 Date Tested: 12/11/2013 Gauge No,: 10 Test Methods: ASTM D6938-08a Ong Bosco Custom HomesAttn:Mr Todd Bosco (1-ec copy) Respectfully Submitted, Ellis&Associates, Inc. Nemer(Nick)Y Oweis,P.E. -echnician: Adam Jackson Chief Engineer --tAPK) Licensed,Florida No.44755 THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S)TESTED ANDIOR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES,NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BF REPRODUCED WITHOUT WRITTEN PERMISSION REPORT CREATED BY ElmTree SYSTEM CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000260 Date 2/21/14 Property Address . . . . . . 436 BEACH AVE Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc gas piping ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ POLISTINA, TERRY LEE AEI INTERNATIONAL CORP. 12101 2ND DR NW 7709 ALTON AVE CORAL SPRINGS FL 33071 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(904) 247-5826 Fax (904) 247-5845 - )B ADDRESS: 4-S6 &S6, Kmt, PERMIT# f PROJECT VALUE $ l ' `>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 li�:PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity _ Tons Per Unit REQUIRED Heat: Unit Quantity _ BTU's Per Unit _ Seer Rating Duct Systems: Total CFM REQUIRED IRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) :Fire Standpipe Quantity _ _ (Requires 3 sets of plans) Underground Fire Main Value _ (Requires 3 sets of plans) Fire Hose Cabinets Quantity — (Requires 3 sets of plans) Commercial Hoods Quantity — (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) . ';RE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets _ I Boilers BTU's Elevators/Escalators OTHER GAS PIPING Heat Exchanger Quantity of Outlets 3 Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters 1 Solar Collection Systems Tanks (gallons) I3 G Wells Gr2� - §K l ed or abandoned for six months.I hereby certify that I have a•? nit becomes void if work does not commence within a six month period or work is suspend 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 :<;t. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. �-()perty Owners Name —&GW�U �t 3f'<j __ Phone Numberllny' D�P31 4 - >>iechanical Company JXl � + -� � a,A b�Az � �� Office Phone l -'I�Fax ,-.o. Address:`ILI L�C s --- CityState�L Zip 9 l ieense Holder(Print): f " otutized Signature of License Holder' --,/ Sworn and subscribed before me this_ r 9 da of 20—/1_" =Publicate of Florida Zj ' w(ee McGuire Signature of Notary Public FF 033716017