Loading...
Permit SFD 176 16th St 2012 % )kuk,' r CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000628 Date 6/04/12 Property Address . . . . . . 176 16TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc CONSTRUCT NEW SINGLE FAMILY DWELLING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ELITE HOMES INC. CHRIS LAMBERTSON 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1380 . 00 Plan Check Fee 690 . 00 Issue Date . . . . Valuation . . . . 400000 Expiration Date . . 12/01/12 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *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 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 . Asewer cleanout mustbe installed atthe propertyline. p�0PERMIT IS(;a19A hDWRtACOR>&uYpT� Alt(41" nF UkNCIpBrRDhXCWSlAA THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000628 Date 6/04/12 --------------------------------------------------------- Special Notes and Comments 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. Contact Public Works (247-5834) for Erosion and Sediment Control Plan prior to start of construction. Protect catch basins at 16th St. & Ocean Blvd. --------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 20 . 70 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 20 . 70 UTIL REV PRE APP >3 HRS 50 . 00 WATER CROSS CONNECTION 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1380 . 00 1380 . 00 . 00 . 00 Plan Check Total 690 . 00 690 . 00 . 00 . 00 Other Fee Total 291 .40 291 .40 . 00 . 00 Grand Total 2361 .40 2361 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Doc # 2012116275, OR BK 15959 Page 587, Number Pages: 1 , Recorded 06/04/2012 at 04:18 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Tax Folio No. State of County of To Whom It May Concem: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in his NOTIC�`F Nil�'1EENT. Legal Description of property being improved: /-+vl` d'k Address of property being improved: b +� I--M'►' 33 General description of improvements: &V owner: rm Ah. C�ns 1 ���� Address ,3?3.3 i Owner's interest in site of the improvement: Ae, S Fee Simple Titleholder(if other than owner): Name: Contractor: �- Address: 35 7 /Z� 66a�.� ��r' , rl 3 z-Z--3.3 { Telephone No.: 3tt9 - Z D� 3 _ FaxNO: Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements a Name: N� Address: Phone No: Fax No: Name of person within the//State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: �✓h'-+- Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Sta es. (Fill in at Owner's option) Name: /f/��' Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER 7 sign .— Date: 1 Befo me this day of in the County of Duval,State Of Florida,ha0ire - Notary Public ida,County of fissiog SHIRLEY L ORAHAMPerso ly KaorMY COMMISSION a DD&57Nbdu Iden EXPIRES:Februua�l U 4e� %t• (oxWThruNoWy I BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: (76 lG 6 t� "�A 61- Permit Number: /a�" 6 Legal Description tpjr 15 + 6 Jodi 63 Awo A Parcel# Floor Area ot Fq.Ft. Valuation of Work$ 410)r o0D Proposed Work heated/cooled -3Z,6c, 1 non-heated/cooled b3`� Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures)(circle one):, Commercial sidential If an existing structure,is a fire sprinkler system installed? (Circle one): es o Florida Product Approval# For multiple products use product approve orm Describe in detail the type of work to be performed: A)ajo Swk i e eo,-4� , Property Owner Information: Name: CDLLL Hris Address: 35`7 17- city 7- City StateZip 37733Phone _ N,�i=�$y3 E-Mail or Fax#(Optional) ' Contractor Information: Company Name:. Quai fyin Agent: c.�i�75 ztm Address: 357 1 Z M > City,'4 t State_ • Zip 37ai Office Phone Jobwm ontact Number- � —Fax# A�i7y State Certification/Registration# Architect Name& Phone# Engineer's Name & Phone# s o Fee Simple Title Holder Name and Addr s gj) Bonding Company Name and Address �'y/,q s Mortgage Lender Name and Address X4.4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to mZt the standards of all laws regulating construction in thisjurisdiction. This permit becomes null and void if work is not commenced within six(ti)months, or constructionorworkissuspendedorabandonedfor apercod of six r6)months at airy time after work iscommenced. Iunderstand thatseparate permits mt be secured for Electrical Work, Plumbing,Signs, Wel/s, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this hype of work•well be compliedwit whether speci to herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, a e, or local law gulattng construction or the performance ofconstruction. Signature of Owner Signature of Contractor Print Name � �t rel Print Name � ��� ......................................................................................................................................... .............................................-........................................................................................ SWo�subscribed before m �� Sworr tt d subscrib fo e me this Day of 20 this Day of 20� Notary Public : ; MYCOMMISSION#E Notary . ��--- -----= EXPIRES:May 21, 15 EWw WKTE n'"'Notary Pubic u20ng ' My I E R se 01.26.10 EXPIRES:May 21,2015 eoneaa rbm Notary Pubic uodewters DO NOT WRITE BELOW'- OFFICE USE ONLY Applicable Codes: B Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: zX, . Development Size Habitable Space 3;(,o Non-Habitable 6SVs•A; Impervious area 5 ,r? ; , Miscellaneous Information Occupancy Group R - 3 _ Type of Construction Number of Stories Zoning District S ` .. Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: M A P O F S U R V E Y LOT 15, BLOCK 63, MANDALAY, AS RECORDED IN PLAT BOOK 10, PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SIXTEENTH (16TH ) STREET SITE BENCHMARK -Q� 40' RIGHT-OF-WAY PAVED PUBLIC ROAD MAG NAIL AND DISC 'LB .3672 IN N EDGE OF PAVEMENT ELEVATION 10.08 NAVD'88. x10.20 X10.49 xto.79 FOUND 1-1/2" IRON FOUND 1/2" IRON PIPE (NO CAP) EDGE OF PAVEMENT PIPE (NO CAP) 0.5' NORTH 10.18 10.41 10.66 0.9' NORTH FOUND 1-1/2" IRON FOUND 1/2" IRONf FOUND 1/2" IRON PIPE (NO CAP) PIPE (LB 6645) 16'PALM 50.00 PIPE (LB 3672) 50.0' BY PLAT LOO. x11.3 .��'�2" 1.3' - - - O 89 w > I O. v 1Z 3 7"HOLLY 13"PALM 0 X12 Y O 21LL- -HOLLY(2) 7 Z 'HOLLY =1 Q 1 I 010-PALM z = o.,,--2x= > I z 11.6 X 11.3 9-HOLLY(2)0 U :t W o L 3x W }J a ..0 .6' RESIDENCE No. 176 15 PALM '400 y z 0.6' NOT SHOWN 6"CRAPE MYTLEQ W WQ O ' Qti J Q 017PA3) m (UO Q 11.6 11.5 Q m Q �o Q 0) �t Z (6 0 - rn z v Q 2 ~O 014'LIVE OAK ~O W J J 1 w 11"TALLOW O � 0.4' Of N 0 " W X11.4 t` z X11.0 11.4 U y 0 6'HOLLY 7 7 o z 90b `s. 14"PAL a 0.9' 15"PALMO 0.3' FOUND 1/2" IRON 7' TREWS 0.8� PIPE (NO CAP) 11.4 .9 FOUND 1/2" IRON 10.8 1 1 ;,WOOD WOOD FENCE 0.4-,-' ALUMINUM PIPE (NO CAP) 50.00' SHED (49.92 FIELD) LOT 9, BLOCK 63 "' § NOTES: L ' OPY 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH F It TREE LOCATIONS. 2. ANGLES PER FIELD SURVEY. 3. NORTH ARROW PROTRACTED FROM PLAT. 4. NO BUILDING RESTRICTION LINES PER PLAT. 5. ELEVATIONS BASED ON NAVD'88. REFERENCE BENCHMARK Q 10 2p 40 IS MAG NAIL AND DISC LB 3672 IN E SIDE WOOD POWER POLE AT SE CORNER OF RESIDENCE No. 1456 OCEAN BLVD SCALE: 1" = 20' ELEVATION 11.90 NAVD'88. THE PROPERTY SHOWN HEREON LIES IN FLOOD p �p 0o J CS cn P W N O., u*I CD n "O A A d o N �a �. cr CDv°a � as UQ , °A° y A a ° O r* n ty uq UQ CD rz 25 P ° ° `°° �' d Ej• o �, n 00 ° N ;a o G p �22 CD m C CL G CD a o vi C o CD 0 ,�. CD 1 y oo �*, tp C 0 N Ib r, C ... � a. cu CD to ^ O CD ►s ° CD O CD PO rD r � 0 o — c 8 o CSD OCD c' m d n � Q1 t1� � W N �-•` p �p 00 �1, Q\ tJt � W N �-' � � O � 00 J 01 o o cu o RDQ CD G 0, va. �- cto ', oma' V o C a va �rsCD c� s `� o '�' `e ate' o - b CD CD CD CD CD CD CD 0 CD rA CD o H y va ! CA � I O � O A I � y �o b O t' d O C r. los. 19 M f A C5� r l CD zs 0 CD CD CD CD in AD CD CD n N - QQ CD CD y O I O I i C i n C ''C O a a 0 0 3 a 0 0 0 CA 0 r 0 r CD 0 CD CD R CD CD � CD C C CD �' 9:1 QP S d � r y CD /�� N C ! NE rA ;�, �. O (p ' A7 O Q cn00., � C N -r CCD R O O0 5r O V1 cn e� li C CDp • � F•q Q CD 1 vi co i..' E3 0 CD Z C M i14 CD --�� 0 O R.; O. 43 o � y r Ell O 0 N to cOo w'• ¢' i FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 176 16th Street V3 Builder Name: Elite Homes Inc. Street: 176 16th Street Permit Office: Jacksonville Beach City,State,Zip: Jacksonville Beach,FL,32250-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261400 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3886.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3566.50 ft' b.Frame-Wood,Adjacent R=19.0 320.00 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 (1954.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1890.00 ft 6. Conditioned floor area above grade(ft') 3260 b.Knee Wall(Vented) R=19.0 64.00 ft' Conditioned floor area below grade(ft') 0 c.N/A R= ft' 11.Ducts R ft' 7. Windows(505.3 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 652 a. U-Factor: Dbl,U=0.50 497.33 ft' SHGC: SHGC=0.30 b. U-Factor: Dbl,U=1.05 8.00 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.66 a.Central Unit 48.0 SEER:13.00 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 51.1 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.139 ft. Area Weighted Average SHGC: 0.306 14.Hot water systems a.Propane Tankless Cap:1 gallons 8. Floor Types (3260.0 sqft.) Insulation Area EF:0.590 a.Floor Over Other Space R=0.0 1528.50 ft' b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 1370.00 ft' None c.other(see details) R= 361.50 ft' 15.Credits None Glass/Floor Area: 0.155 Total Proposed Modified Loads: 53.09 PASS Total Standard Reference Loads: 72.87 I hereby certify that the plans and specifications covered by Review of the plans and O�v1E STg7� this calculation are in compliance with the Florida Energy specifications covered by this Code. 6 calculation indicates compliance with the Florida Energy Code. ti rarrr ,� O PREPARED BY: _T •(%i�+T�"�yf_ Before construction is completed DATE: this building will be inspected for 0 N. compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. COD W'6 � OWNER/AGENT:---------- BUILDING OFFICIAL: DATE: -- -- -- --- - -- .-- - DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist OE S A FIDE GOPT 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: 176 16th Street V3 Bedrooms: 4 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 3260 Lot# Owner: Elite Homes Inc. Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: 176 16th Street Permit Office: Jacksonville Beach Cross Ventilation: County: Duval Jurisdiction: 261400 Whole House Fan: City,State,Zip: Jacksonville Beach, Family Type: Single-family FL, 32250-0000 New/Existing: New(From Plans) Comment: CLIMATE V/ 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 3260 30710 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infill ID Finished Cooled Heated 1 RoomSInBIock1 3260 30710 Yes 4 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlockl 166 It 0 1370 ft2 0.2 0.6 0.2 2 Floor over Garage RoomslnBlockl ____ ____ 333 ft2 19 0 0 1 3 Raised Floor RoomslnBlockl -_-_ ____ 28.5 ft2 19 0.7 0 0.3 4 Floor Over Other Space RoomslnBlockl 1528.5 ft2 0 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2272 ft2 0 ft2 Dark 0.96 No 0.9 No 0 33.7 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1890 ft2 N N 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type- - 1 Under Attic(Vented) RoomslnBlockl 30 1890 ft2 0.11 Wood 2 Knee Wall(Vented) RoomslnBlocki 19 64 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar qra ____-WaUType._.------------ --Space____�Value_ Ft -_In_ ._FL__1n ----area -- Area Ahsor� iao 1 N Garage Frame-Wood RoomslnBloc 19 32 10 320 ft2 0.23 0.01 2 N Exterior Frame-Wood RoomslnBloc 19 18 6 10 185 ft2 0.23 0.5 0 3 E Exterior Frame-Wood RoomslnBloc 19 8 8 10 86.66666 0.23 0.5 0 4 E Exterior Frame-Wood RoomslnBloc 19 21 10 210 ft2 0.23 0.5 0 5 S Exterior Frame-Wood RoomslnBloc 19 16 6 10 165 ft2 0.23 0.5 0 6 S Exterior Frame-Wood RoomslnBloc 19 18 10 180 ft2 0.23 0.5 0 7 W Exterior Frame-Wood RoomslnBloc 19 59 8 10 596.6666 0.23 0.5 0 8 N Exterior Frame-Wood RoomslnBloc 19 34 11 11 384.0833 0.23 0.5 0 9 E Exterior Frame-Wood RoomslnBloc 19 62 6 11 687.5 ft2 0.23 0.5 0 10 S Exterior Frame-Wood RoomslnBloc 19 34 11 11 384.0833 0.23 0.5 0 11 W Exterior Frame-Wood RoomslnBloc 19 62 6 11 687.5 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated RoomslnBloc None 0.460000 3 8 24 ft2 2 N Insulated RoomslnBloc None 0.460000 3 8 24 ft2 3 S Insulated RoomslnBloc None 0.460000 3 8 12 ft2 4 S Insulated RoomslnBloc None 0.460000 3 8 12 ft2 5 S Insulated RoomslnBloc None 0.460000 3 8 12 ft2 6 S Insulated RoomslnBloc None 0.460000 3 8 12 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 2 Vinyl Low-E Double Yes 0.5 0.3 N 36 ft2 5 ft 6 in 1 ft 6 in HERS 2006 None 2 E 3 Vinyl Low-E Double Yes 0.5 0.3 N 5 ft2 1 ft 3 in 1 ft 0 in HERS 2006 None 3 E 4 Vinyl Low-E Double Yes 0.5 0.3 N 20 ft2 2 ft 0 in 12 ft 0 in HERS 2006 None 4 S 5 Vinyl Low-E Double Yes 0.5 0.3 N 48 ft2 11 ft 3 in 1 ft 6 in HERS 2006 None 5 S 6 Vinyl Low-E Double Yes 0.5 0.3 N 18 ft2 2 ft 0 in 15 ft 3 in HERS 2006 None 6 S 6 Vinyl Low-E Double Yes 0.5 0.3 N 20 ft2 2 ft 0 in 18 ft 8 in HERS 2006 None 7 W 7 Vinyl Low-E Double Yes 0.5 0.3 N 20 ft2 2 ft 0 in 12 ft 8 in HERS 2006 None 8 W 7 Vinyl Low-E Double Yes 0.5 0.3 N 54 ft2 2 ft 0 in 17 ft 0 in HERS 2006 None 9 N 8 Vinyl Low-E Double Yes 0.5 0.3 N 39.99999 2 ft 0 in 2 ft 0 in HERS 2006 None 10 N 8 Vinyl Low-E Double Yes 0.5 0.3 N 45 ft2 2 ft 0 in 4 ft 6 in HERS 2006 None 11 E 9 Vinyl Low-E Double Yes 0.5 0.3 N 18 ft2 2 ft 0 in 8 ft 0 in HERS 2006 None 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �J # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 12 E 9 Vinyl Low-E Double Yes 0.5 0.3 N 18 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 13 E 9 Vinyl Low-E Double Yes 0.5 0.3 N 5 ft' 2 ft 0 in 3 ft 6 in HERS 2006 None 14 E 9 Vinyl Low-E Double Yes 0.5 0.3 N 16.33333 2 ft 0 in 4 ft 6 in HERS 2006 None 15 S 10 Vinyl Low-E Double Yes 0.5 0.3 N 10 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 16 S 10 Vinyl Low-E Double Yes 0.5 0.3 N 54 ft' 2 it 0 in 5 it 6 in HERS 2006 None 17 H Skylt Vinyl Low-E Double Yes 1.05 0.66 N 4 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 18 W 11 Vinyl Low-E Double Yes 0.5 0.3 N 36 ft' 2 ft 0 in 3 ft 0 in HERS 2006 None 19 W 11 Vinyl Low-E Double Yes 0.5 0.3 N 4 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 20 W 11 Vinyl Low-E Double Yes 0.5 0.3 N 30 ft' 2 ft 0 in 6 ft 6 in HERS 2006 None 21 H Skyft Vinyl Low-E Double Yes 1.05 0.66 N 4 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 333.25 ft' 0 ft' 42.3 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1293.6 71.020 133.56 0.3412 5.6657 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 51.1 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 13 48 kBtu/hr 1440 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation -- 1 Propane Tankless Garage 0.5428 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' 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS ---Supply--- ---Return--- Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 652 ft2 Attic 163 ft2 DSE=0.88 Attic 0.0 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Jul Auge Oct Nov Dec Heatinf X Jan Feb Mar Apr May Jun f X Jul Aug f X Sep Oct f X Nov f X Dec Venting [X]Jan Feb Mar A r May Jun [X]Jul Au [X]Se [X]Oct [X]Nov (X]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 176 16th Street PERMIT#: Jacksonville Beach, FL, 32250-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 1 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and j 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 j sealed in accordance with Section 503.2.7.2 of this code. 403 3.3 } Buildingframing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with ---- - efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical - i 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 j 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. 5/3/2012 10:44 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 73 The lower the EnergyPerformance Index,the more efficient the home. 176 16th Street, Jacksonville Beach, FL, 32250-0000 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 3566.50 ft2 b.Frame-Wood,Adjacent R=19.0 320.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1890.00 ft2 6. Conditioned floor area(ft2) 3260 b.Knee Wall(Vented) R=19.0 64.00 ft2 7. Windows" Description Area 11. .N/Aucts R R ft2 a. U-Factor: Dbl,U=0.50 497.33 ft2 SHGC: SHGC=0.30 a.Sup:Attic,Ret:Attic,AH:Attic 6 652 b. U-Factor: Dbl,U=1.05 8.00 ft2 SHGC: SHGC=0.66 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 48.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 51.1 HSPF:7.70 Area Weighted Average Overhang Depth: 3.139 ft. Area Weighted Average SHGC: 0.306 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Floor Over Other Space R=0.0 1528.50 ft' a.Propane EF:0.54 b.Slab-On-Grade Edge Insulation R=0.0 1370.00 ft' c.other(see details) R= 361.50 ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building �,T14E STAT Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed y�',;'''� based on installed Code compliant features. 16. r,,,,�. ;;`;€w:,;;:.�'�„�0 CIA Builder Signature: Date: I a Address of New Home: City/FL Zip: - ----- -- ----- - - --- _--- -- - -__ COD WIE„�O *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 176 16th Street V3 Builder Name: Elite Homes Inc. Street: 176 16th Street Permit Office: Jacksonville Beach City,State,Zip: Jacksonville Beach,FL,32250-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261400 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Comers and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs;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 se aratin them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. [-Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 5/3/2012 Location for weather data: Jacksonville, FL -Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 49355 Btuh Total cooling load calculation 47439 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Heat Pump) 97.3 48000 Sensible(SHR=0.80) 100.7 38400 Heat Pump+Auxiliary(O.OkW) 97.3 48000 Latent 103.3 9600 Total Electric Heat Pum 101.2 48000 WINTER CALCULATIONS Winter Heatin Load for 3260 sqft) Load component Load Ducts(16%) Mndows(20%) Window total 505 sqft 9926 Btuh Wall total 3293 sqft 9670 Btuh Door total 96 sqft 1678 Btuh cnur,gs(s%) Ceiling total 1954 sqft 2406 Btuh Floor total See detail report 8132 Btuh Infil.(20%) Infiltration 233 cfm 9726 Btuh Duct loss 7816 Btuh Subtotal 49355 Btuh oo�.scwens(2o%) 3%) Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 49355 Btuh Fw�.scfs%) SUMMER CALCULATIONS Summer Cooling Load for 3260 sqft) Load component Load Window total 505 sqft 14261 Btuh Wall total 3293 sqft 5136 Btuh Door total 96 sqft 1281 Btuh Ceiling total 1954 sqft 3356 Btuh %) Floor total 236 Btuh Infiltration 175 cfm 3455 Btuh Ducts(24%) wu,do-s(30%) Internal gain 1150 Btuh Duct gain 9270 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 38145 Btuh Latent gain(ducts) 2005 Btuh Cefngs(7%) Latent gain(infiltration) 6289 Btuh Infd.(21%) Latent gain(ventilation) 0 Btuh `."scf'%) Latent gain(intemal/occupants/other) 1000 Btuh Total latent gain 9294 Btuh TOTAL HEAT GAIN 1 47439 Btuh EREPA ED BY- � �.C—UAAQAV4— DATE: 8th Edition PREPARED BY: —20t 2 E auge®/USRRZB v3.0 FILE COP S_ Residential Window Diversity MidSummer Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 5/3/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for July 6747 Btuh Cooling setpoint 75 F Peak window load for July 8452 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 8771 Btuh Latitude 30.5 North I Window excursion Jul None WINDOW Average and Peak Loads 9000.00 Limit for excursion 8000.00 r� 7000.00 12 Hour Average 6000.00 5000.00 4000.ao C 3'000.00 2000.00 1000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®Syste for Flo'da r ences only PREPARED BY: 1, DATE: 5--3 -20 l2- EnergyGauge®/USRRZB v3.0 Residential Window Diversity October Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 5/3/2012 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for October 7174 Btuh Cooling setpoint 75 F Peak window load for October 8833 Btuh Summer temperature difference 18 F Excusion limit(130%of Ave.) 9326 Btuh Latitude 30.5 North I Window excursion October None WINDOW Average and Peak Loads Limit for excursion 9000.00 8000.00 12 Hour Average 7000.00 l 6000.00 M 0 5000.00 4000.00 3000.00 2000.00- 1000.00 - 0.00 000.001000.000.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) The October window load for this house does not exceed the window load excursion limit. This house has adequate October window diversity. EnergyGauge®Syste ` ' ' Flo'da re ' ences only PREPARED BY: k A— DATE: Y'3 -ZO L Z EnergyGauge®/USRRZB v3.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 Building Type: User 5/3/2012 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) component Loads for Room#1: tst Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.50 N 36.0 19.0 684 Btuh 2 2, NFRC 0.30 Vinyl 0.50 E 5.0 19.0 95 Btuh 3 2, NFRC 0.30 Vinyl 0.50 E 20.0 19.0 380 Btuh 4 2, NFRC 0.30 Vinyl 0.50 S 48.0 19.0 912 Btuh 5 2, NFRC 0.30 Vinyl 0.50 S 18.0 19.0 342 Btuh 6 2, NFRC 0.30 Vinyl 0.50 S 20.0 19.0 380 Btuh 7 2, NFRC 0.30 Vinyl 0.50 W 20.0 19.0 380 Btuh 8 2, NFRC 0.30 Vinyl 0.50 W 54.0 19.0 1026 Btuh Window Total 221.0 s ft 4199 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood -Adj (0.077) 19.0/0.0 296 2.94 869 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 125 2.94 367 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 82 2.94 240 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 190 2.94 558 Btuh 5 Frame-Wood - Ext (0.077) 19.0/0.0 69 2.94 203 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 142 2.94 417 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 523 2.94 1535 Btuh Wall Total 1426 s ft 4188 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.460) 24 17.5 420 Btuh 2 Insulated- Exterior, n (0.460) 24 17.5 420 Btuh 3 Insulated - Exterior, n (0.460) 12 17.5 210 Btuh 4 Insulated- Exterior, n (0.460) 12 17.5 210 Btuh 5 Insulated - Exterior, n (0.460) 12 17.5 210 Btuh 6 Insulated - Exterior, n (0.460) 12 17.5 210 Btuh Door Total 96 s ft 167813tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 166.0 ft(perim.) 44.8 7443 Btuh Floor Total 1370 s ft 7443 Btuh Room Envelope Subtotal: 17509 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.46 13700 0.43 100.9 4213 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DLM of 0.188) 4087 Btuh Room#1 Sensible Room Subtotal 25809 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 Building Type: User 5/3/2012 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 9 2, NFRC 0.30 Vinyl 0.50 N 40.0 19.0 760 Btuh 10 2, NFRC 0.30 Vinyl 0.50 N 45.0 19.0 855 Btuh 11 2, NFRC 0.30 Vinyl 0.50 E 18.0 19.0 342 Btuh 12 2, NFRC 0.30 Vinyl 0.50 E 18.0 19.0 342 Btuh 13 2, NFRC 0.30 Vinyl 0.50 E 5.0 19.0 95 Btuh 14 2, NFRC 0.30 Vinyl 0.50 E 16.3 19.0 310 Btuh 15 2, NFRC 0.30 Vinyl 0.50 S 10.0 19.0 190 Btuh 16 2, NFRC 0.30 Vinyl 0.50 S 54.0 19.0 1026 Btuh 17 2, NFRC 0.66 Vinyl 1.52 SKY(S) 4.0 57.6 231 Btuh 18 2, NFRC 0.30 Vinyl 0.50 W 36.0 19.0 684 Btuh 19 2, NFRC 0.30 Vinyl 0.50 W 4.0 19.0 76 Btuh 20 2, NFRC 0.30 Vinyl 0.50 W 30.0 19.0 570 Btuh 21 2, NFRC 0.66 Vinyl 1.62 SKY(W) 4.0 61.4 246 Btuh Window Total 284.3(sqft) 5727 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 8 Frame-Wood - Ext (0.077) 19.0/0.0 299 2.94 878 Btuh 9 Frame-Wood - Ext (0.077) 19.0/0.0 630 2.94 1850 Btuh 10 Frame-Wood -Ext (0.077) 19.0/0.0 320 2.94 940 Btuh 11 Frame-Wood - Ext (0.077) 19.0/0.0 618 2.94 1813 Btuh Wall Total 1867(sqft) 5482 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM-= Load 1 Vented Attic/D/Shing (0.032) 30.0/0.0 1890 1.2 2287 Btuh 2 Knee Wall/D/Shing (0.049) 19.0/0.0 64 1.9 119 Btuh Ceiling Total 1954(sqft) 2406Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Raised Wood -Adj (0.050) 19.0 333.0 sqft 1.9 635 Btuh 3 Raised-Open (0.050) 19.0 28.5 sqft 1.9 54 Btuh 4 Interior (0.050) 0.0 1528.5 sqft 0.0 0 Btuh Floor Total 1890 sqft 689 Btuh Room Envelope Subtotal: 14304 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.46 17010 0.57 132.0 5514 Btuh Duct load Average sealed,Supply(R6.o-Attic),Retum(R6.o-Attic) (DLM of 0.188) 3729 Btuh Room#2 Sensible Room Subtotal 23546 Btuh EnergyGauge®/USRRZB v3.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 Building Type: User 5/3/2012 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 49355 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 49355 Btuh EQUIPMENT 1. Electric Heat Pump # 48000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) 10 Version 8 EnergyGauge®/USRRZB v3.0 Page 3 System Sizing Calculations .. Summer Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 5/3/2012 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor - _- J --- - ------- - Type* Overhang WindowArea(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshade Shaded Unshaded -- - - - --- 1 2 NFRC 0.30,0.50 No No N 5.5ft 1.5ft 36.0 0.0 36.0 15 15 550 Btuh 2 2 NFRC 0.30,0.50 No No E 1.3ft 1.Oft 5.0 0.1 4.9 15 38 188 Btuh 3 2 NFRC 0.30,0.50 No No E 2.Oft 12.Of 20.0 0.0 20.0 15 38 757 Btuh 4 2 NFRC 0.30,0.50 No No S 11.3f 1.5ft 48.0 48.0 0.0 15 18 733 Btuh 5 2 NFRC 0.30,0.50 No No S 2.Oft 15.3f 18.0 0.0 18.0 15 18 322 Btuh 6 2 NFRC 0.30,0.50 No No S 2.Oft 18.7f 20.0 0.0 20.0 15 18 358 Btuh 7 2 NFRC 0.30,0.50 No No W 2.Oft 12.7f 20.0 0.0 20.0 15 38 757 Btuh 8 2 NFRC 0.30,0.50 No No W 2.Oft 17.Of 54.0 0.0 54.0 15 38 2044 Btuh Window Total 221 (sqft) 5709 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.08 19.0/0.0 296.0 1.4 412 Bt t t t 24 uh 2 Frame-Wood-Ext 0.08 19.0/0.0 125.0 1.6 197 Buh 3 Frame-Wood-Ext 0.08 19.0/0.0 81.7 1.6 129 Buh 4 Frame-Wood-Ext 0.08 19.0/0.0 190.0 1.6 300 Buh 5 Frame-Wood-Ext 0.08 19.0/0.0 69.0 1.6 109 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 142.0 1.6 2Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 522.7 1.6 824 Btuh Wall Total 1426 (sgft) - 2194 Btuh ._ Doors Type Area (sgft) HTM Load - 1 Insulated-Garage 24.0 13.3 320 Btuh 2 Insulated-Exterior 24.0 13.3 320 Btuh 3 Insulated-Exterior 12.0 13.3 160 Btuh 4 Insulated-Exterior 12.0 13.3 160 Btuh 5 Insulated-Exterior 12.0 13.3 160 Btuh 6 Insulated-Exterior 12.0 13.3 160 Btuh Door Total sft 96 -- --. - -- - -- (-9 ) - - -- - 1281 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1370(ft-perimeter) 0.0 0 Btuh Floor Total 1370.0_(-sqft) - 0 Btuh ZonEnvelope Subtotal: 9183 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.34 13700 0.43 75.7 1497 Btuh Internal Occupants Btuh/occupant Appliance Load ad- -gain_ 9 ----- ---- --_ O X 230 + 0 0 Btuh Sensible Envelope Load: 10680 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic)- (DGM of 0.321) 3428 Btuh { Sensible Zone Load 14108 Btuh EnergyGauge®/USRRZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE INTL ARPT 176 16th Street 176 16th Street V3 - Jacksonville Beach, FL 32250-0000 5/3/2012 Component Loads for Roam#2:2nd Floor - -- --_-- - ----_J -- -- -- ----- - --- --- - -- ----- Type* Overhang WindowArea(sgft) HTM Load Wlndow Panes SHGC U InSh IS Omt Len Hit Gross Shaded Unshade Shaded Unshaded -- -- -- - 9 2 NFRC 0.30,0.50 No No N 2.Oft 2.Oft 40.0 0.0 40.0 15 15 611 Btuh 10 2 NFRC 0.30,0.50 No No N 2.Oft 4.5ft 45.0 0.0 45.0 15 15 687 Btuh 11 2 NFRC 0.30,0.50 No No E 2.Oft 8.Oft 18.0 0.0 18.0 15 38 681 Btuh 12 2 NFRC 0.30,0.50 No No E 2.Oft 1.0ft 18.0 2.0 16.0 15 38 637 Stuh 13 2 NFRC 0.30,0.50 No No E 2.Oft 3.5ft 5.0 0.0 5.0 15 38 189 Btuh 14 2 NFRC 0.30,0.50 No No E 2.Oft 4.5ft 16.3 0.0 16.3 15 38 618 Btuh 15 2 NFRC 0.30,0.50 No No S 2.Oft 1.0ft 10.0 10.0 0.0 15 18 153 Btuh 16 2 NFRC 0.30,0.50 No No S 2.Oft 5.5ft 54.0 44.4 9.6 15 18 850 Btuh 17 2 NFRC 0.66, 1.52 Skylight S (36.9deg.) 4.0 0.0 4.0 15 173 694 Btuh 18 2 NFRC 0.30,0.50 No No W 2.Oft 3.Oft 36.0 0.0 36.0 15 38 1363 Btuh 19 2 NFRC 0.30,0.50 No No W 2.Oft 1.0ft 4.0 1.3 2.7 15 38 122 Btuh 20 2 NFRC 0.30,0.50 No No W 2.Oft 6.5ft 30.0 0.0 30.0 15 38 1136 Btuh 21 2 NFRC 0.66, 1.62 Skylight W (36.9deg.) 4.0 0.0 4.0 15 203 812 Btuh Window Total 284(sqft)- - - - --- - -----85 5-2 Btuh Wails - TYpe UValue R-ValueArea-(sgft-) - -H-TM - Load Cav/Sheath 8 Frame-Wood-Ext 0.08 19.0/0.0 299.1 1.6 471 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 630.2 1.6 993 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 320.1 1.6 505 Btuh 11 Frame-Wood-Ext 0.08 19.0/0.0 617.5 1.6 973 Btuh Wall Total 1867(sqft)- 2943 Btuh it ---- -- -- Ceilings- Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 0.032 30.0/0.0 1890.0 1.69 3190 Btuh 2 Knee Wall/DarkShingle 0.049 19.0/0.0 64.0 2.60 166 Btuh Ceiling Total -- -1954 (sqft) - _ _ 3356 Btuh Floors Type R Value Size HTM Load 2 Raised Wood-Adj 19.0 333(sqft) 0.7 217 Btuh 3 Raised-Open 19.0 29(sqft) 0.7 19 Btuh 4 Interior 0.0 1529(sqft) 0.0 0 Btuh Floor Total 1890.0(sqft) 236 Btuh Zone Envelope Subtotal: 15087 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.34 17010 0.57 99.0 1959 Btuh - - --. Internal Occupants Btuh/occupant Appliance Load -gain- ---- -- -- 5 X 230 + 0 1150 Btuh Sensible Envelope Load: 18196 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) -- (DGM of 0.321) 5841 Btuh Sensible Zone Load 24037 Btuh EnergyGauge®/USRRZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE INTL ARPT 176 16th Street 176 16th Street V3 Jacksonville Beach, FL 32250-0000 5/3/2012 EnergyGauge®/USRRZB v3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. 176 16th Street Project Title: Climate:FL_JACKSONVILLE'-INTL–ARPT Jacksonville Beach, FL 32250-0000 176 16th Street V3 5/3/2012 WHOLE HOUSE TOTALS --- — -- --- - Sensible Envelope Load All Zones 28876 Btuh Sensible Duct Load 9270 Btuh Total Sensible Zone Loads 38145 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 38145 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6289 Btuh Latent ventilation gain 0 Btuh Latent duct gain 2005 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 9294 Btuh TOTAL GAIN 47439 Btuh EQUIPMENT 1. Central Unit 48000 Btuh 'Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half('/2)) (Omt-compass orientation) 10 Version 8 EnergyGauge®/USRRZB v3.0 Page 4 34-11-00 = O `o < '� W Q _ (r THA426 THA426 T Q �' THA426 rHAa p m �THA426 jo <° p "Z' =Z U _ I THA4- c c - a W w THA426 F 3� THA42 --__ ❑ ❑ ❑ z o o E CD co L7 CL <� o w-= 2 Q Q W.:) - -- - — - — .. .o o _ .� O -:—_ - in O CL L Q O I QCl ff�� t Q O� d d I- W W m 3 CL Q Q - - - _. ' !Q O C \tom ❑ ❑ T _�'_' 4 r JiUS46 I O 1! HUS46 _ ! N $ La HUS48 �I ---` --- - - - 4'' L _ - - z--- 'HUS46 '! N O J _- l i ! i LL 4 _ _ --- 1s o _z - = a N ! ! _ 1506-00 Cr03-00 12-OMO - 3411-�... -__ ---- ..-- -[F 1 L E Co P - --- - - Shop Drawing Approval -- - - propcomer er connecksI any arestion _. .. THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER All Walls Shown are assumed to be load bearing. TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT.VERIFY - All wall dimensions are from face of stud. ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. - Dimensions are in ft-in-16ths. - ♦Indicates left end of truss in reference to truss engineering. Do not reverse truss orientation. ''. Date: Approved B - Builder to insure truss layout allows for plumbing. PP y Cutting or modifying truss is not allowed. I` -.----— - -------- _.----- - "0" Indicates approximate location of drains.Builder to verify !. Customer: ELITE HOMES °cation. Brace Roof to stacking walls or walls that are supported by j earns. ARtJob: 176 16TH STREET No additional loads may be applied to floor system. og Model: THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These Wsses _-._ __ - _are designed as individual building components to be incorporated --EUILQING COMPON�lfil$-- Location: into the building design at the specification of the building designer. Midway, GA 31320 p o nerypNorman Raber --'temporyendcement dpermanent h cingofdesigner anresponsible system for !I 170 Elan Court gdesign for the sign of the truss rt Y r Office: (912) 884-4094 — -- - - -- -- ----including headers,all beams,walls,and columns is the responsibility of p oading: 40/10/0/5_ the building designer.For general guidance regarding bracing, Toll Free: (889) 789_8165 -- consult"Bracing of woad trusses"available from the Truss Plate Fax: (912) 884-9506 Spacing 24_in o/c_ - { Institute,563 D'Onifrio Drive;Madison,WI 53179. -- -- -- ob#:_ 120837 1 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek U RE: 120837- 2 Story MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Elite Homes INC Project Name: 176 Sixteenth Street Model: Tampa,FL 336104115 Lot/Block: 176 Subdivision: Address: 176 Sixteenth Street City: Atlantic Beach State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IBC2006/TP12002 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: N/A mph Floor Load: 55.0 psf Roof Load: N/A psf This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 11 T4396566 JF7 5/21/012 SHOP DRAWING REVIEW DISPOSITION 12 I T4396567 I F8 15/21/012 1 13 I T4396568 I F12 15/21/012J (4 IT4396569 �F13 �5/21/012 � ATTENTION:Review of shop drawings is only for conformance w!�' I F14 the design concept of the project and does not relieve the contractV 15 I T4396569 1 5/21/012 I of responsibility for any deviation from the requirements of the sh', 16 I T4396571 I F15 15/21/012d drawings.Contractor shall determine and verify all field measuremen 17 IT4396572 I F16 15/21/012J /�V A`PPROVED ❑ RETURNED FOR CORRECTION 8 1 T4396573 I F 18 15/21/012 I V — I9 I T4396574 I F19 15/21/012 I ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION 110 I T4396575 I F20 15/21/0121 Ill IT4396576 I F21 15/21/012 ❑ NOT APPROVED ❑ SEE TRAN'SbM1IT AL LETTE' 112 I T4396577 I F22 15/21/012 COMMENTS I e" BY DATE � � C20�_.. HULSBERG ENGINEERING,INC. FL CE T.2 46 11481 ST.AUGUSTINE RD.#202 JACKSONVILLE, .L 32258 The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters .• ' PS A' provided b TrussMart BldgCom is LLC. .` •G•E•N Truss Design Engineer's Name: Albani, Thomas 0 My license renewal date for the state of Florida is February 28,2013. NOTE:The seal on these drawings indicate acceptance of ;tr professional engineering responsibility solely for the truss .00�.•• STATE of 1 : 40 components shown. The suitability and use of this component �, T •.iPL for any particular building is the responsibility of the building �',�S R ©'••Q>1� designer, per ANSI/TPI-1 Sec. 2. ��'14f";0NA`0o%% FL Cert. 6634 F OPMay 21,2012 Albani,Thomas 1 of 1 Job Truss Truss Type Qty Ply 2 Story 120837 F7 Floor Truss 1 1 T4396566 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:33 2012 Page 0.1-8 ID:4Vvp?mbEpRtH7Al GRu?9dOzJg31-oUwwtl glhJC9OLeGT21WCAor9YURfrgm8OcHZqzEKRm H Scale'--1:20.0 1.5x3= THA4284x4 = THA428 THA428 THA428 1 04= 171.5x3= 2 THA428 18 3 4 19 5 8 5 16 4 0 N 13 12 11 10 9 8 4x4= 1.5x3 II 1.5x3 II 4x4= 1-6-0 4-0-0 79-811-9-8 10-3-e 2.6-0 3-9-8 2-6-0 1-6-0 Plate Offsets X Y: 1:Ed a 0-1-8 6:0-1-8 E e LOADING(per SPACING 1-4-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.06 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:75 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 14=1020/0-5-8 (min.0-1-8),7=850/0-3-8 (min.0-1-8) Max Grav 14=1061(LC 2),7=862(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-1057/0,1-15=-1056/0,7-16=-857/0,6-16=-857/0,1-17=627/0,2-17=-627/0, 2-18=-1345/0,3-18=1345/0,3-4=-1530/0,4-19=-1312/0,5-19=1312/0,5-6=-587/0 BOT CHORD 12-13=0/1185,11-12=0/1530,10-11=0/1530,9-10=0/1530,8-9=0/1113 WEBS 6-8=0/974,1-13=0/1032,5-8=-948/0,2-13=-1005/0,5-9=0/447,2-12=0/380,4-9=-466/0, 3-12=-405/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Old(0.131"X 3")nails. Strongbacks to be 0,__ attached to walls at their outer ends or restrained by other means. `���\V ,.•••• �e �j� 6)Use Simpson Strong-Tie THA428(Single Chord Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-11-12 from the left end to �� ,r .•••\C E N S'•.•-9 i� 8-11-12 to connect truss(es)F21(1 ply 2c4 SYP) to back face of top chord. 7)Fill all nail holes where hanger is in contact with lumber. 3 93 8 0- 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). o LOAD CASE(S) Standard D 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 .:.. Uniform Loads(plf) Vert:7-14=7,1-6=-67 Concentrated Loads(lb) SOT•'. P .'�4Q� Vert:s=-zos(B)2=-206(6)17=-206(s)18=-206(e)19=206(B) �i �(` 0 R Q•'• �• FL Cert. 6634 May 21,201 ®WARNING}-Vrrd�design parmweters and READ NO773S ON THIS AND iMLEJDBD JUTNKJWERENCB PAGE JW-7473 BEFORE USE Design valid for use only with MTiek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TP11 Quality Cdleda,DSB-89 and SCSI Building Component 6904 Padre East Blvd. So"Information available from Truss Plate InsiiiuTe.781 N.lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610-4115 H Southern Pine ISP or SPp)lumber is specified the deaifpf values are those effective 06 112012 by ALSC or proposed by SPIB. Job LF8 Truss Type Qty Ply 2 Story 120837 Floor Truss 1 1 T4396567 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 2109:41:34 2012 Page 0.1-8 ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-GhU14NrNSdK00VDSOmpilOK3ayriOJ8vM2Mr6HzEKR H 13-0 1_-_�8 Scale 1:20.0 1.5x3= THA426 THA426 THA426 THA426 4x4=1.5x3 = 1 4x4= 17 2 THA426 18 3 4 19 5 8 5 16 4 0 N 13 12 11 10 9 8 4x4= 1.5x3 11 1.5x3 11 4x4= 1-8-0 4.0-0 7-9-8 10.3.8 11-9-8 1-6-0 2-60 3-9-8 2S0 11-6-0 Plate Offsets X Y: 1:Ed a 0-1-8 6:0-1-8 Ec1e LOADING(psf) SPACING 14-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.04 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.05 9-10 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0.35 Horz(TL) 0.02 7 Na n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:75 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. REACTIONS (lb/size) 14=847/0-5-8 (min.0-1-8),7=726/0-3-8 (min.0-1-8) Max Grav 14=888(LC 2),7=738(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 14-15=-883/0,1-15=-883/0,7-16=-733/0,6-16=73310,1-17=525/0,2-17=525/0, 2-18=-1123/0,3-18=1123/0,3.4=-1277/0,4-19=-1098/0,5-19=-1098/0,5-6=-495/0 BOT CHORD 12-13=0/991,11-12=0/1277,10-11=0/1277,9-10=0/1277,8-9=0/937 WEBS 6-8=0/820,1-13=0/865,5-8=796/0,2-13=-840/0,5-9=0/379,2-12=0/329,4-9=398/0, 3-12=-352/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �f`,,'II1 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. %�O\�` •.•• <e ��� 6)Use Simpson Strong-Tie THA426(Single Chord Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-11-12 from the left end to ��� •'•\G E N S'•'• 'if � 8-11-12 to conned truss(es)F22(1 �ply 2x4 SYP) to front face of top chord. :• �� - 7)Fill all nail holes where hanger is in contact with lumber. 9 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 3 3 8 LOADCASE(S) Standard �✓� 1)Floor:Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(plf) :. AT E .' 4t/ Vert:7-14=7,11-6=-67 Concentrated Loads(lb) Ott••. Q ��� Vert:5=147(F)2=-147(F)17=147(F)18=147(F)19=-147(F) �i t` ` R •'• �� 111111 FL Cert. 6634 1 May 21,201 A INARMAG Va%design par mtem and READ MIM ONTWS AVID iMLtmEDWIRKREFEREME PAGE JW 7473 BBFORE USE . Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the A erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M!Tek fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quallty Criteria,DS11-89 and BCSI Building Component 6904 Parke East BNd. Salety Intarma8on available from Truss Plate Institute.781 11 Lee Street,Suite 312,Alexandria,VA 22314. Tampa,Parke 33810-4115 8 Southern Pine SP or SP )lumber is s titled,the des' values are those effective 06tD1 TOt2 bll ALSC or proposed b S%B Job Tluss Truss Type Qty Ply 2 Story 74396568 120837 F12 Floor Truss 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:17 2012 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-GPytWZeiSOBRTuQBXhOmZp7ES6?kvcrPSvkROmzEKS 0-1.8 H l—1 1 1-30 __i ,0-10-12 0-118 7-1 Sc�l�=1:27.3 1.5x3= 04 = 602 = 1.5x3 II 1.5x3 1 2 3 4 5 6 7 8 9 20 d N 19 17 16 15 14 13 12 11 6x6 = 4x4= 1.5x3 4x4= 0-8-12 0-7-4 0-6-0 1 1 1 2-1-4 4-7-49-6-0 12-0-0 1a-8-0 16-0-0 08.0 1-4-8 2.8.0 4-10-12 2-&0 2-6-0 1-64) 0.1-4 Plate Offsets X Y: 1:Ed a 0-1-8 [1:0-1-8,0-0-81, 9:0-1-8 Edge] LOADING(pyo SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.07 13-14 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.1013-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:105 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18. REACTIONS (Ib/size) 10=825/0-5-8 (min.0-1-8),18=901/0-5-8 (min.0-1-8) Max Grav 10=826(LC 3),18=901(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-20=822/0,9-20-822/0,2-3=-537/0,3-4=-1260/0,4-5=-1670/0,5-6=-1670/0, 6-7=-1619/0,7-8=-1272/0,8-9=-530/0 BOT CHORD 16.17=0/990,15-16=0/1522,14-15=0/1670,13-14=011670,12-13=0/1534,11-12=01995 WEBS 2-18=-932/0,9-11=0/877,2-17=01868,8-11=-837/0,3-17=-817/0,8-12=0/500, 3-16=0/489,7-12=472/0,4-16=-474/0,4-15=-12/406 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ��� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ���,-^P.S A- q °�Pj attached to walls at their outer ends or restrained by other means. ����`�` .•'" e psi 6)CAUTION,Do not erect truss backwards. • F••'. day�y. LOADCASE(S) Standard ­3938 -- _r �-: ATE '<l/ T' P.•'�4('� ��IICI FL Cert. 6634 May 21,201 AWARMNG Verib design parameters and READ NOTES ONTWS AM MCLUDED 11 TW AIEPERENCE PAGE MU-7473 BEFORE USB. � Design valid for use only with M7ek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality criteria,DSB-89 and BCSI Wilding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 N Southern Pine{SP or SPp)lumber is specified,the design values are those effective MOV2012 by ALSC or proposed by SP18. Job Truss Truss Type Qty Ply 2 Story T4396569 120837 F13 Floor Truss 9 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:19 2012 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg3l-Co4dxFgz_OR8iCaZe62EeDDUGvcCNTjiwDDY5ezEKS 0-1-8 HIS-3=o i 11-_5-1z p�g1� 0-1�-8 Sc51e=1:60.0 4x4 = 1.5x3 II 1.5x3 II 4x4= 1.5x3= 4x4= 4x4= 5x7= 4x4=3x6 FP= 1.5x3 11 3x5= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 39 40 4 �9 tN 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 4x4= 1.50 11 4x4 = 4x4= 3x6 FP= 5x5 = 4x4= 1.5x3 11 4x4= 44= r 1.8-0 4-0.0 8-8-0 11-11-12 14-512_15-1¢4�7-2-12r 1&8-12 22T 212 28-5-0 30.11-0 33-5-0 X34-1/0 1.8-0 26-0 26.0 5512 2.6-0 1-48 1-4-8-8 2-6-0 2.6-0 6-24 2-6-0 12-8.0 16-0 Plate Offsets MY):: 1:E a 0.1-8 18:0-1-8 Ed 33:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.11 23-24 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.1623-24 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.52 Horz(TL) 0.04 19 n/a n/a BCDL 5.0 Code IBC20061 P`12002 (Matrix) Weight:212 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 38=679/0-5-8 (min.0-1-8),19=886/0-5-8 (min.0-1-8),29=2236/0-3-8 (min.0-1-8) Max Grav38=770(LC 2),19=920(LC 4),29=2236(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 38-39=766/0,1-39=-765/0,19-40=915/0,18-40=-915/0,1-2=-488/0,2-3=-1155/0, 3-4=-142417,4-5=-1393/147,5.6=1393/147,6-7=-758/534,7-8=0/998,8-9=0/786, 9-10=-780/128,10-11=780/128,11-12=-1559/0,12-13=-203710,13-14=-2037/0, 14-15=2037/0,15-16-1940/0,16-17=-146510,17-18=-59910 BOT CHORD 36-37=0/913,35-36=0/1386,34-35=147/1393,33-34=-147/1393,32-33=-353/1110, 31-32=709/415,30-31=-1552/0,29-30=-1552/0,28-29=1552/0,27-28=302/285, 26-27=0/1255,25-26=0/1855,24-25=0/2037,23-24=0/2093,22-23=0/2093,21-22=0/1785, 20-21=0/1127 WEBS 8-29=-2204/0,1-37=0/807,8-31=0/1116,2-37=-766/0,7-31=-1052/0,2-36=-4/436, 7-32=01724,3-36=-416/26,6-32=-762/0,6-33=0/751,4-35=0/352,4-34=-295/0, 5-33=367/0,18-20=01992,8-28=0/1294,17-20=952/0,9-28=-1250/0,17-21=0/609, 9-27=0/950,16-21=-576/0,11-27=-910/0,16-22=0/279,11-26=0/596,15-22=-267/0, A.. 12-26=-588/0,15-24=-376/162,12-25=0/541,13-25=-272/0 �,0\�.`•'G E iV <e• NOTES \ S9�i� 1)Unbalanced floor live loads have been considered for this design. 39380 93$0 2)All plates are 3x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3 10d(0.131"X 3")nails. Strongbacks to lw`.�e'� = = ' " •r� attached to walls at their outer ends or restrained by other means. ^; /!(E 441 Z. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 0 R` �?\>�`, FL Cert. 6634 I May 21,201 AWARMNG PerdW design parmnetem andNEAD NOT=ON IRIS AND INCLUDED/SITEKREFERENCE PAGE AV 7473 BEFORE USB. Design valid for use only with Wek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsbillity,of the Mitek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TNI Quality Cdteda,DSB-89 and Il Building Component 6904 Parke East Blvd. SotMy InformoBon ovaibWe from Tnns Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,Parke 33610-4115 tt Southern Pine SP ar SPp)lumber is specified the des' vatuea are those effective 06111f2012 ALSC or proposed b 5fh& Job Truss Truss Type Oty Ply 2 Story T4396570 120837 F14 Floor Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:212012 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-8ACOMwhDWdhsyVjymX4ijelvvjlkrN2?NW68XzEKR 0-1-8 f 0 4� 0-1,13 cale H i-3-0 S =1:37.7 5x5= 04 = 5x5= 1.5x3= 4x4 = 3x5 = 3x5 = 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 27 28 0 NZ\Z)V_ 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 5x5= 3x6 FP=4x4= 1.5x3 II 1.5x3 11 1.5x3 1.5x3 I 4x4= 5x5= 1-8-0 4-0-0 6.6.0 9-1-8 12-10-12 15-6-4 18-0-4 20-6-4 22-04 2-7-8 3-94 2-7-8 2-&0 2-6-0 1-6-0 Plate Offsets X Y: 1:Ed a 0-1-8 11:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.21 19 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.3318-19 >787 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) -0.08 26 n/a n/a BCDL 5.0 Code IBC20061TPI2002 (Matrix) Weight:137 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 26=1191/Mechanical,12=1191/0-11-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 26-27=-1186/0,1-27=1185/0,12-28=1186/0,11-28=-1185/0,1-2=-798/0,2-3=2023/0, 3-4=-2862/0,4-5=334810,5-6=-3481/0,6-7=3348/0,7-8=286210,8-9=-2023/0, 9-10=-2023/0,10-11=-798/0 BOT CHORD 24-25=011506,2324=0/1506,22-23=0/2522,21-22=0/3204,20-21=0/3204,19-20=013481, 18-19=0/3481,17-18=0/3481,16-17=0/3204,15-16=0/3204,14-15=0/2522,1314=0/1506 WEBS 11-13=0/1322,1-25=0/1322,10-13=-1277/0,2-25=-1277/0.10-14=0/932,2-23=0/932, 8-14=-900/0,3-23=-90010,8-15=01613,3-22=0/613,7-15=-596/0,4-22=-596/0, 7-17=01375,4-20=0/375,6-17=-473/126,5-20=-473/126 NOTES 1)Unbalanced floor live loads have been considered for this design. `j,11 1111 t IIA 2)All plates are 3x3 MT20 unless otherwise indicated. % rJ A. 1,f 3)Refer to girder(s)for truss to truss connections. 7j 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 0\� ••"•' 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `���•••� G E N 5+1;1 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be-Z' . attached to walls at their outer ends or restrained by other means. `^3 9 3 8 0 - • -_4� LOAD CASE(S) Standard 00` -.AT E 111111111 FL Cert. 6634 May 21,201 A WARWXG Verify daoign parameters and READ NOTES ON 77HS AND TMLWED A1<7 VKREFBR8WB PAGE 11/1-7473 BEFORE USE. � Design valid for use only with Welk,connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIT Quality Cdteda,OSB49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 336104115 If Southem Pine(SP or SPp)lumber is s cified,the design values are those effective 06101+20112 by ALSC or proposed by SPIE. Job Truss Truss Type Qty Ply 2 Story T4396571 120837 F15 Floor Truss 4 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:2220 12 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-dNlmZGirHxpjafl8JFbxGsrl g7hlasu8cASCgzzEK 0-1-8 H11-3-0 r— 0.1f'-� 1-9-8� 0- 8 Sc4le=1:36.8 1.5x3= 1.5x3 I 1.5x3 11 4x4 = 4x8 = 4x4= 3x4 = 3x6 FP= 1.54 = 1 2 3 4 5 6 7 8 9 10 11 12 27 28 0 d N 26 25 24 23 22 21 20 19 18 17 16 15 14 13 3x6 FP= 4x4= 4x4= 4x4 = 44= 1.54 11 1.5x3 13x4= 1-8-0 7-8-12 &10-8 1 ta5-12 12-it-12 17-6-4 2o-o-4 z1-8-4 1$0 6-2-12 0-2-12 Plate Offsets X Y: 9:0.1-8 Ede 22:0-1-8 Ed e LOADING(per SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) 0.13 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.61 26 >176 120 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) -0.02 13 n/a n/a BCDL 5.0 Code IBC2006ITP12002 (Matrix) Weight:134 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-10:2x4 SYP SS(flat) end verticals. BOT CHORD 2x4 SYP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 13-24:2x4 SYP SS(flat) 10-0-0 oc bracing:25-26. WEBS 2x4 SYP No.3(flat) REACTIONS (lb/size) 13=314/0-5-8 (min.0-1-8),20=2014/0-5-8 (min.0-1-8) Max Uplift 13=-173(LC 2) Max Grav 13=572(LC 3),20=2014(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-28=-566/185,12-28=-565/185,2-3=0/580,3-4=0/580,4-5=0/580,5-6=0/1713, 6-7=0/1949,7-8=506/1332,8-9=782/865,9-10=-739/483,10-11=-739/483, 11-12=346/141 BOT CHORD 22-23=-580/0,21-22=-1141/0,20-21=-229110,19-20=-2291/0,18-19=-1659/266, 17-18=-8651782,16-17=-865/782,15-16=-865/782,14-15=-266/649 WEBS 6-20=1948/0,6-21=0/977,5-21=-1039/0,2-23=-719/0,5-22=0/979,3-23=0/358, 4-22=-532/0,12-14=235/571,6-19=011066,11-14=-546/225,7-19=1000/0, 11-15=-391/178,7-18=0/808,9-15=-159/667,8-18=-1106/0,8-17=0/516,9-16=-489/20 NOTES `,�O� •,.... 1)Unbalanced floor live loads have been considered for this design. \C ENS'•' 9�f �� 2)All plates are 3x3 MT20 unless otherwise indicated. V 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 173 Ib uplifl at joint 13. 39380 93$ 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. r-... 7)CAUTION,Do not erect truss backwards. +; - AT E .• C(/� LOAD CASE(S) Standard �i�OT�•;c� O R 0 N A 00%% /lilll FL Cert. 6634 May 21,201 ®WARWJVG-Ve,*design parmreeters and READ MTES ON INIS AND INCL(DBD JUTVKRBFmz&NcE PAW MU 7473 BGFORS USS. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. .: Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek- fabrication. quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-84 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,H Soutttem Pine(SP or SPP)lumber is specified,the design values are those effective 06"'0112012 AL SC or r sed SPIE. p,FL 33610-4115 -- -—bL--_ _R°pO by Job Truss Truss Type Qty Ply 2 Story T4396572 120837 F16 Floor Truss 10 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 2109:41:24 2012 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-ZHW_rJ5pY3RpzSXRfePLHwMNwl52igR3UxJlszEKR 0-1-8 HI 1 i 1-9-8 0-k6 S le=1:59.1 44= 04 = 1.5x3= 4x4 - 3x5 - 3x5 = 44= 3x6 FP- 5x8- 1.5x3= r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 39 40 �o 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 45 - 44- 1.5x3 I I 1.5x3 I 1.5x3 3x6 FP=4x4 = 5x5- 44- 1.5x3 11 1.5x3 I 1.5x3 44= i 180 40-0 6-6-0 9-1-8 13-0-0 -15-7-8 18-1-8 20-7-8 22-0-0 23-4-8 2510-8 30-5-0 32-11-0 345-0 180 2-8-0 2-8-0 2-7$�-_- 3-10-8 2-7-8 280 280 1-4-8 1-4-8 280 488 2-60 180 Plate Offsets X Y: 1:Ed a 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.19 32-33 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.30 32-33 >889 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 24 n/a n/a BCDL 5.0 Code IBC2006rrP12002 (Matrix) Weight:209 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 38=1069/0-5-8 (min.0-1-8),17=44210-5-8 (min.0-1-8),24=2235/0-5-8 (min.0-1-8) Max Uplift 17=-20(LC 2) Max Grav 38=1 095(LC 7),17=583(LC 3),24=2235(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 38-39=1090/0,1-39=-1090/0,17-40=576/28,16-40=-576/28,1-2=728/0,2-3=-1825/0, 3-4=-2538/0,4-5=-2889/0,5.6=-2921/0,6-7=-2678/0,7-8=-2042/0,8-9=-1060/0, 9-10=0/758,10.11=0/758,11-12=0/1126,12-13=-552/647,13-14=-815/364, 14-15=-761/163,15-16=-354/29 BOT CHORD 36-37=0/1372,35-36=0/2259,34-35=0/2814,33-34=0/2814,32-33=0/2921,31-32=0/2921, 30-31=0/2921,29-30=0/2457,28-29=0/2457,27-28=0/1634,26-27=0/1634,25-26=-99/466, 24-25=-1630/0,23.24=-1630/0,22-23=-856/319,21-22=-364/815,20-21=-364/815, 19-20=-364/815,18-19=-61/663 WEBS 11-24=-2204/0,1-37=0/1205,11-25=0/1475,2-37=-1162/0,9-25=-1424/0,2-36=0/815, ti��II t 11�� 9-26=0/1125,3-36=-784/0,8-26=-1089/0,3-35=0/502,8-28=0/783,4-35=-481/0, 7-28=-775/0,7-30=0/479,5-33=297/267,6-30=-629/0,55-32=-283/127,6-31=-104/306, 13-22=-753/0,13-2130/0323514-20=296/0 57,12-23=-868/0,12-22=0/617,14-19=-94/351, ,���`0\v.•\(',•E N rq'`eq��'•� •. NOTES :• 39380 1)Unbalanced floor live loads have been considered for this design. `�- 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 Ib uplift at joint 17. � 4)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. •' 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ATE 411 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be-0 attached to walls at their outer ends or restrained by other means. ��'��•., R ,p P:••��`� 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard i0 NA- 0%. �` FL Cert. 6634 May 21,201 ,A WA MAG Ver th design parmrreters mrd READ NOTES ON 77TTS AND ifflilDBD WIWREPEREMB PAGE AW 7473 MWORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek y erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qually,Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 H Southern Pine(SP or SPp)lumber is specified,the design values are those effective 06r6V2012 by AL SC or pr sed by SPIB, Job Truss Truss Type Qty Ply 2 Story 120837 F18 Floor Truss 1 1 74396573 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:26 2012 Page ID:4Vvp?mbEpRtH7A1 GRu?9dOzJg31-V8?HPeIML9J92GcvY4gtQi?sCkDmwm5kXoQPpkzEKR 0-48 0.48 Scale=1:36.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 d 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x5= 21-8-0 21-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2006ITP12002 (Matrix) Weight:116 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SYP No.2(flat) end verticals. WEBS 2x4 SYP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.3(flat) REACTIONS All bearings 21-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)35,19,34,33,32,31,30,29,28,27,26,25,24,23,22,21, 20 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOADCASE(S) StandardO�PS A, ., e 39380 - - - = ATE �41 fillilli FL Cert. 6634 May 21,201 WARAUNG Verify demV parwad.andREAD NOIW ON MS dND INCLUDED X7W REFBRSNCE PAGE MU-7473 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek, fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QuaBty Criteria,DSB-89 and BCSI Buliding Component Street,Suite 312,Alexandria.VA 22314. 6904 Parke East Blvd. outt�mnP a(SP or S )k�mbe is s}e stied the8de:L�vifD6t We thOBE eft®CtIVa 00112011by ALSO Or proposed b SPIE, Tampa,FL 33810.4115 Job Truss Truss Type JY Ply 2 Story 120837 F19 Floor Truss 1 74396574 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 Job Reference(optional 7.350 s Apr 23 2012 MiTek Industries,Inc. Mon May 21 09:41:27 2012 Page ID:4Vvp?mbEpRtH7A1GRu?9dOzJg31-zKZfc m 6TROgQB66o86zvYyn8YbFBKuIS9zMBzEKR 0-1-8 HI 1-3-0 L 1-1-8 0-16 Su=1:33.1 1.5x3= 1.5x3 II 1.5x3 II 1 2 1.5x3 = 3 4 5 6 7 8 9 10 21 22 0 d N 14 13 12 1'8-0 4-0-0 6-6-0 12-10-8 15-4-8 17-10.8 19-4-8 1-6-0 2-8-0 2-" 6-4-8 2-6-0 28-0 1-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.01 13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 13-14 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight:117 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SYP No.2(flat) TOP CHORD Structural wood Sheathing directly applied or 6-0-0 oc pudins, except BOTCHORD 2x4 SYP N0.2(flat) end verticals WEBS 2x4 SYP No.3(flet) BOT CHORD Rigid ceiling directly applied or 6-0 oc bracing. REACTIONS All bearings 12-8-0 except(t=length)11=0-5-8. (lb)- Max Uplift All uplift 100 Ib or less at joini 17 Max Grav All reactions 250 Ib or less at joint(s)20,19,17 except 11=433(LC 3),18=297(LC 2),15=622(LC 1), 16=326(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-22=428/0,10-22=428/0,4-5=0/253,5-6=01253,6-7=0/253,7-8=284/0,8-9=-458/0 BOT CHORD 15-16=25310,13-14=0/454,12-13=01445 WEBS 10-12=0/397,9-12=-366/0,8-14=-309/0,7-14=0/338,7-15=-599/0,4-16=-258/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17. 5)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSlrrPI 1.of this truss. rq r )"Semi-rigid tchbreaks 6)Recommendl2x6 strns gbac 'n n edge,spacedheels" r0 at 10-0-0 oc and fastened to and fixity model was used ineach trd uss with 3 g(0.131"X 3") s ails. Strongbacto be ♦•�`��p,S A• �'�•, attached to walls at their outer ends or restrained by other means. Z. \G E Ng�. oo .•••'••• �e �i� LOADCASE(S) Standard ` ��.•••� .-9i%� -39380 411 Of rrn� FL Cert. 6634 May 21,201 A WARAQIM-if erajy demga paor ndarre moa READ 1WOTB8 oA YMS AND JWLTE)ED MM&K REFERENCE pAGE AW 7473 BEFORE 03E Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cdteda,DSB-89 and SCSI SuNding Component 6904 Parke Fast Blvd. Safety Itdormalion available from Truss Plate Institute.781 N.dee Street.Suite 312,Alexandria,VA 22314. Tampa,Fl-336104115 III Soutllem P re(SP or SPp)lumber is specified the de:I values are those effective O&Q A112 byALSCorproposed by SPI& City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road _ Atlantic Beach, Florida 32233-5445 /� Phone(904)247-5826 • Fax(904)247-5845 c; E-mail: building-dept@coab.us Date routed: 2-2 -12— City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Add re p6 16L� S!. De ent review required Yes No Bui d' Applicant: eFlqn . &Zorn � ree Project: ,7� is o is ti iti Pu is Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date , of Permit Verified B Florida Dept.of Environmental Protection ,, \C Florida Dept.of Transportation !�J 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: B rpproved. ❑Denied. (Circle one.) Comments: BUILDIND PLANNING&ZONING Reviewed by: Date: S a TREE ADMIN. Second Review: QApproved as revised. ❑D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127/10 City of Atlantic Beach APPLICATION NUMBER Budding Department {To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 % J Phone(904)247-5826 • Fax(904)247-5845 -, " c E-mail: building-dept@coab.us Date routed: �� "� 2- City web-site: http:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORM 4 Properly Addreso: / /� "A ` De ent review re quired Yes No � 1/' Buildi • G- Applicant: 4 reeW'Ac�r�irtistrator~ Project: J, PutslicWo . tic Utilities Public Safety Oa Fire Service 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. APPLI TION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: B PLANNING&ZONIN Reviewed by: Date:-- TREE A MIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07117110 City of Atlantic Beach1CC��IV APPLICATION NUMBER Building Department ' (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 MA 2 3 01 Phone(904)247-5826 - Fax(904) . 45 � -- tC t� f1 = � E-mail: building-dept@coab.us � � - Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: A; � Department review required Yes No Buildi Applicant: �� ._, .�-_.A- nnia 8 Zonm ._ v' ree"Admi Project: �' t Wiz.' 'r .� w, r .: public n 3tf'gtof Wo f fic Utiliti Putiiic Safety Fire Se ices Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P 5AF RKS Comments: IC — PUBLETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07127110 �S r' lyre ` `4 CITY OF ATLANTIC BEACH ' PUBLIC UTILITIES 1200 Sandpiper Lane w r ATLANTIC BEACH FL 32233 r (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date:S-23-l2 Project Address: / 762 - S No. of Units: Commercial Residential V Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water System Development Charge $ Sewer System Development Charge $ -49' ,'i d Water Meter Only $ Water Meter Tap $ .-e'. (notes) Sewer Tap $ Cross Connection $ 13�1 G2> Other $ TOTAL APPROVED: (Utility ector o uthorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMDER (To be assigned by the Building D Building Department C Ex`�TED goo Seminole Road a- Atlantic Beach.Florida 32233-5445TBY:- City AY 2 3 2012 Date routed: ' 7 Phone(904)247-5826 Fax(904) E-mail: building-dept@coab.us coab.us web-site: http:llwww. — TION REVIEW AND TRACKING FORM APPLICATION De artrnent review wired Yes No Properly Addre,116: Buila,! anri' &Zornnminismor . •'` Applicant: l' Public Wo X&c� s UtiliProject: ,` - Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required 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: �_ � � 1_1 ► Or BUILDING PLANNING 8 ZONING Reviewed by: Date: TREE ADMIN. Second Review- roved as revised. []App ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: � � \� . 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000723 Date 6/11/12 Property Address . . . . . . 176 16TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc temp pole ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC KNIGHT ELECTRIC LLC CHRIS LAMBERTSON 910 11TH AVE S 357 12TH ST JAX BEACH FL 32250 ATLANTIC BEACH FL 32233 (904) 247-9884 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . TEMP POLE Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/08/12 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC 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. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JoB ADDRESS: M ��� ST PERMIT# /2-000 JEA INFORMATION REQUIRED ON ALL PERMITS AMPS �yU VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑1 Underground up Pole ❑Residential(Main) Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main) Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps # of Unit Meters KTemporary Pole ❑ 'D amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign ❑Smoke Detectors_Qty 11 Transformers KVA El Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRSIMISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change / ❑OH to UG ❑Other: _P _PQ C, Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Electrical Company ��(� �Zl�^ (�J� Luc- Office Phone C p/7- �I�Y� Fax ?y?- /W q J I "` d Co.Address: 1�� ��` G� city �— ��� State�Zip X225 License Holder (Print): kw kT State Certification/Registration# W1'30t 2 5 23 Notarized Signature of License Holder Sworn and subscribed before me this day of 20 Signature of Notary Public `j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J = ATLANTIC BEACH, FL 32233 'y INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12-00000628 Date 6/11/12 Property Address . . . . . . 176 16TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc CONSTRUCT NEW SINGLE FAMILY DWELLING ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ELITE HOMES INC. CHRIS LAMBERTSON 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW SINGLE FAMILY DWELLING Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC Permit Fee . . . . 145 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/08/12 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *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 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 pare set toPgrade - and{ visible. a� l p a the qr pe tV ] PERMIT IS'2�PPOW6 ORQ iY PSC WVA'WE WP fll !AsCii D gTLA�4'RAF.H S1�DINA�ViCES ANDeTHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12-00000628 Date 6/11/12 ---------------------------------------------------------------------------- Special Notes and Comments 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. Contact Public Works (247-5834) for Erosion and Sediment Control Plan prior to start of construction. Protect catch basins at 16th St . & Ocean Blvd. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 18 STATE ELEC DBPR SURCHARGE 2 . 18 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 145 . 00 145 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 36 4 . 36 . 00 . 00 Grand Total 149 . 36 149 . 36 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: � �c% PERMIT# f 6 2 JEA INFORMATION REQUIRED ON ALL PERMITS DU AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground Underground up Pole []Residential(Main) Service / 110-100 amps ❑101-150amps ❑151-200amps ® mac) amps #of Meters ❑Commercial (Main) Service 110-100 amps 11101-1 50amps ❑151-200amps ❑ amps 0 C Service amps Conductor Type Size ❑Multi-Family(Main) Service ❑0-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters El Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps ❑150amps ❑200amps ❑ amps ECT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool ❑ Sign []Smoke Detectors_Qty ❑Transformers KVA []Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) Qty volts/amps VAL UE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection []Panel Change ❑OH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Electrical Company �W(� r acc,7*< LLL Office Phone 2Y-7- N Fax ?q7-90) b' ) Co.Address: r w r' U� /� � City �1 J 1�`�' State ( Zip 7225-7' License Holder (Print): J 11 State Certification/Registration# Notarized Signature of License Holder '•"":°Y ' SHIRLEY MYCOMMISSIO I '� n ubscribed for e this day of 20 •, r CAPIRES:Feb Bonded 14,2014 ;pf; Bonded Thru Notary � f Notary Pub !, 1 fi4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-581.4 J131 Application Number . . . . . 12-00000628Date 6/12/12 Property Address . . . . . . 176 16TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 --------------------------------------------------- Application desc CONSTRUCT NEW SINGLE FAMILY DWELLING ---------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC ELITE HOMES INC. CHRIS LAMBERTSON 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW SINGLE FAMILY DWELLING Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------------------------------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. Permit Fee . . . . 237 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 12/09/12 ------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL A/C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SYSTEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT TESTING AGENCY. *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 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 Hare set to grade and visible. PERMIT AI&Mfl ;P�TLaANTIc"Bp AAipPO At VES "e tWE FLORIDA BUILDING CODES. gI' CITY OF ATLANTIC BEACH J 800 SEMINOLE ROA ATLANTIC BEACH, FL 32233D oil INSPECTION PHONE LINE 247-5814 Application Number 12-00000628 Page 2 ----- ------------------------------- ---------_Date_ 6/12/12 Special Notes and Comments --------- ----------- 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. Contact Public Works (247-5834) for Erosion and Sediment Control Plan prior to start of construction. Protect-catch basins at 16th St . & Ocean Blvd. ---------- -------- -- ---- --- --------- Other FeesSTATE-PLBG-DCA-SURCHARGE- ______3 . 56_____ ----------------------------------- STATE_PLBG DBPR SURCHARGE 3 . 56 - -------- -ee_ Due summary Charged Paid------Credited-- ---------- __________ . 00 Permit Fee Total Plan Check Total 237 . 00 237 . 00 . 00 . 00 . 00 Other Fee Total 7 . 12 . 00 . 00 Grand Total 7 ' 12 . 00 . 00 244 . 12 244 . 12 . 00 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FROM FAX N0. :9048238736 Jun. 12 2012 01:55PM P1 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC -BEACH g00 Scmin.ole Rd Atlantic Beach, FL 32233 Pb.(904)247-S826 Fax(904) 247-5845 JOA ADDRESS: !� NEW OR REPLACEMENT INSULLATION: Project Value's TYPE OF F)X' rUN_v Bathtub TY TYPE OFFIxTURh QTY Clothes Washer Septic Tank&Pit Dishwasher - Shower Drinlcutg Fountain -• Shower Pan Floor Drain — Slop Sink Floor Sink - Three Comparitnen.t Sink Kitchen Bibs Toilet -- Kitchen Sink; Urinal Laundry Tray Vacuurtt Breakers Lavatory - Water Comiectad Appliances Other Fixtures — Water Heater Wa.tor Treating System RE-PIPE; _ TYPE OFFIX7'C7,J1',t QT, Bathtub TYPE OF�'I��� QTY Clothes Wasllor Septic Tarek&Pit Dishwasher Shower —� Drinking Fountaba Slfbwer Pan Floor Drain Slop Sink Floor. Sink ~-T--- Three Compartment Sunk Hose Bibs -- Toilet ------- Kitchon Sink Urinal Laundry Tray Vacuum Breakers Lava:tot'y — - Wates Connected.Appliances f?ther Fixtures "-— Water Heater " --- 'Water Treating System "— MISCELLANEOUS: u Sewer. Replacement ❑ Rack Flow Preventer ❑ Grease hitercePtor('!'rap) allans Q Lanni Sprinkler Systet-n-Number of Leads (Requires 3 sets of plane ** -VR WD Well Completion Form. Completed:lEiin-to be submitted to the—Building Department for final ing 1pection. u Other _._.,.,. Permit becomes void i�work does not commence within a six month period or work is susperide(l or abandoned for six months.L hereby certify that.l itave reg this applic ation and know the same to be true and correct. All provisioa7s of laws and ordinances governing this work will be complied with whether specifies or not. The permit does not give autho 'ty to violate the provisions of any other state or local law regulation construction or the perfortnance of construction. Property Owners Nettie 1' t:o f' 1 Phone Number Plumbing Cotiapany f�IPj r) Plum .AC Office Phone-4�LfFax123 Q Co-Address., ��a , city Q State ..,Zip &Z License 11oldcr(Prir►t): ^ State Certification/Registration#1 4 :gnatW ease !d'er votary Puble"Ift of Raft . *1 Comm.Ewhs Nett id,tell Swont Xuhscribed before me this da. of �2(>✓ Comndomm 0 ff IP476 , � ,,,1, ldndldlMvtghNMNntlNN�ryMat, Sipature ol'Notary:Public ......_ • RECORD AMOUNT - i AMOUNT PAID ❑ CASH _ `' 1 �'� - - - - ❑ CHECK NO. 1 RIAL/PRODU CTCUSTOMER 4 - I hereby acknowledge the satisfactory completion of all — service rendered,and agree to pay the cost of service 5 -_ as specified above. I t - - -•----------•------------•----------- •---••---------------------•------•--•--•------------•------•------------•--------------•-----------------.................................................................................... REMEMBER YOU CAN PAY ONLINE AT WWW,TURNERPEST.COM i VISA Please indicate amount and type of payment �•••� ❑ VISA ❑ M/C ,1 DISC or ❑ Check — i Credit Card # Exp Date-- Amount Paid Email Address Please Remit To: Turner Pest Control • 480 Edgewood Ave. S. • Jackso ville, FL 32205-477)5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -�° ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 12- 0000628 Date 8/14/12 Property Address . . . . . . 17616TH ST Application type description SIN LE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 - -------------------------------------- ------------------------------------ Application desc CONSTRUCT NEW SINGLE FAMILY DWELLING --------------------------------------- ------------------------------------ Owner Contractor CDL AB LLC ELITE HOMES INC. CHRIS LAMBERTSON 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 --- Structure Information 000 000 NEW SINGLE FAMILY DWELLING Construction Type . . . . . TYPE -B Occupancy Type . . . . . . RESID NTIAL Flood Zone . . . . . . . . ZONE --------------------------------------- ------------------------------------ Permit MECHANICAL HV C PERMIT Additional desc . . Sub Contractor . . HWK MECHANICA INC Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/10/13 --------------------------------------- ------------------------------------ Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 qATIONAl ELECTRIC CODE FOR AN APPROVED FINAL MECHANICAL /C INSPECTION, A STICKER SHALL BE INSTALLED ON THE AHU TO VERIFY THAT DUCTS HAVE BEEN SEALED, A CERTIFICATION SHALL BE ON SIGHT FOR THE INSPECTOR STATING THAT THE A/C SY TEM PASSED THE "AIR BLAST INSPECTION" FROM AND INDEPENDENT rESTING AGENCY. *SUBMIT "CERTIFICATE OF COMPLIANC " BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRE *ALL STICKERS ARE TO REMAIN ON TH WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Avoid damage to underground water sewer utilities . Verify vertical and horizontal location f utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cle pouts and valve covers are set to grade and visible . PERMIT ISAAPemmmu omity-:-aziLiIQ.'bRII'IU19t Vbffl sLIC BMa'Y�dl P-AT1aNT1t11AAPr0Vft"WEaA3teT.HE FLORIDA BUILDING CODES. ^lct CIT 1 OF ATLANTIC BEACH rtl 800 SEMINOLE ROAD j „ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 12- 0000628 Date 8/14/12 --------------------------------------- ------------------------------------ Special Notes and Comments Cleanout must be covered with an FT1 concrete box with metal lid. Cleanout to be set to crade and visible . A reduced pressure zone backflow Ireventer must be installed if irrigation will be p ovided or if there is a private well on the property. Ba kflow preventer must be tested by a certified tester and copy of the results sent to Public Utilities . Full right-of-way restoration, in luding sod, is required. Contact Public Works (247-5834) f r Erosion and Sediment Control Plan prior to start of construction. Protect catch basins at 16th St . Ocean Blvd. --------------------------------------- ------------------------------------ Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 15 STATE MECH DBPR SURCHARGE 2 . 15 --------------------------------------- ------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ----------- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 30 4 . 30 . 00 . 00 Grand Total 147 . 30 147 . 30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF TLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMITAPPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic B' ach, FL 32233 _ Ph(904) 247-5826 Fax (9 4)247-5845 .TOB ADDRESS: /C.� T ' PERMIT# 'ROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTE INSTALLATION 1411d— Air Conditioning: Unit Quantity Z-- Tons Per Uni Heat: Unit Quantity 2— BTU's Per U, it—S -) Seer Rating -� Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI# Air Conditioning: Unit Quantity Tons Per Unii REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Autoi iobile Lifts Gas Piping Outlets Boile s BTU's Eleva ors/Escalators ALL OTHER GAS PIPING Heat xchanger Quantity of Outlets Pump #Vented Wall Furnaces Refri erator Condenser BTU's # Water Heaters Solar Collection Systems Tank (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is spended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and or inances governing this work will be complied with whether specified or not. The permit does not give authority to violate the prov'sions of any other state or local law regulation construction or the performance of construction. Property Owners Name VQ Phone Number 4ww 40& i- Mechanical CompanOffice P o// a / i Fax Co. Address: i� .4Uz- city f?,�F State&Zip 5201 License Holder(Print): �• -State Ifi tion/Registration#CGIZ 1��7G Notarized Signature of License Holler IUgS'i1NA7 WILSON Sworn and sub rid before I e day of S 20 Nobs►PUW Stems of Rome MY Contin.Expires ApA 11,1016 Signature of Notary Public 1 Commission No.EE ISM vwf-