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1209 W Plaza SFR 2013 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J31>� Application Number . . . . . 13-00002622 Date 5/29/13 Property Address . . . . . . 1209 W PLAZA Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor VONN BRIAN S & CHERYL F E & R ENTERPRISES OF NORTH FL 8165 CORALBERRY LANE 2628 WEST END ST. JACKSONVILLE FL 32244 ATLANTIC BEACH FL 32233 (904) 270-2185 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date . . . . Valuation . . . . 125000 Expiration Date . . 11/25/13 ---------------------------------------------------------------------------- Special Notes and Comments No City water or sewer is available. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST PERMIT aL44TY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J1319 Page 2 Application Number . . . . . 13-00002622 Date 5/29/13 ---------------------------------------------------------------------------- Special Notes and Comments WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 100 . 00 STATE DBPR SURCHARGE 2 . 00 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Other Fee Total 204 . 00 204 . 00 . 00 . 00 Grand Total 399 . 00 399 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER 1' Building Department (To be assigned by the Building Department) 800 Seminole Road r� DRTV 12-00100036 Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(SIN)247.5645 ------11/13/2072 ..nr w►++���'" -,-F r yr E-mail. building-dept@coab us Date routed City web-site httpJ/wvAvcoab.us — APPLICATION REVIEW AND TRACKING FORM 1209 W PLAZA ------ --- Property Address: Department review required Yes —N-o7 Building BRIAN S&CHERYL F VONN - - Applicant: Planning&Zoning — VONN NEW SFR Tree Administrator X Project: _ Public Works Public Utilities Public Safety Fire Services Review fee 125.00 Dept Signature EN Other Agency Review or Permit Required Review or Receipt pate �' n of Permit Verified B� — / I Florida Dept of Environmental Protection I �' 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 -_—......-- ---------t---------------- _ APPLICATION STATUS Reviewing Department First Review: ❑x Approved. ❑Denied. (Circle one.) Comments: APPROVED TO REMOVE 225.00"[2.3",1.4",1.6"LAUREL OAK;2-3",6 4",5-5",2-6", t-+0",1-n"WATER OAK;1-3",r8"BLACK CHERRY;1-5"GOLDEN KAINTREL;1.5",1-6"HACKBERRY; BUILDING a4"REDBUD;t ty"LOBLOLI..Y PINE;18" 144"CABBAGE PALM;1-6"CHINABERRY;1-4"CHINESE TALLOW,. TOTAL MITIGATION ASSESSED IS 1x144t75`0",,MET B ONSITE PRESERVATION BEL.OW): PLANNING 8 ZONING Reviewed by-----�� �4�_ -�—Date: 11 / 0 REE ADMIN. Second Review ❑Approved as revised ❑Denied. PUBLIC WORKS Comments: 455.00"PRESERVED ONSITE[1-2b"LOBLOLLY PINE;too",rn",x15",1-16",1-18"CABBAGE PALM; 23",1-5"COASTAL WILLOW;4 3",2-4",1 S"GOLDEN RAINTREE;1-6",14o"SYCAMORE;2 2.4", 8",145"LAUREL OAK:1-17"LIVE OAK;2-3" 4-4"-3,5",6.6",17",6 8',19",3 10".4-11',1 12",1 23" PUBLIC UTILITIES 'WATER OAK), PUBLIC SAFETY Reviewed by: Date. FIRE SERVICES ! Third Review: ❑Approved as revised ❑Denied. Comments: I Reviewed by: Date: Revised 07127/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH v 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Q 6 2 ul i3 1, Y JobAddress: ilOcf \A/. ?"A-2-4 S (- Permit Number: 3 ' Legal Description 18-M tj• S -29i;7 51 SQZA tie} -5b 7-to arcel# /7/024;,-0900 Floor Area o q. t. q- t Valuation of Work$_/ _ hoe Proposed Work heated/cooled /024 non-heated/cooled /0 2-1q Class of Work(circle one): Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures)f i >ircle one): Commercial w�... If an existing structure,is a fire sprinkler system installed?(Circle one): Yes �1 NE--- :kWWW"j ) Florida Product Approval# CO r For multiple products use pro uct approve form FILE Describe in detail the type of work to be performed: W Z SYO VZY Mo�A Fis Property Owner Information: Name:'Ut A-1 4 CkA G R I i- yo 4 N Address: 8/(p S Cor?AL 1vU-2 2 i-A/ City i4K StateFjnZipPhone 97C - 'z2_8 r 3S E-Mail or Fax#(Optional) l-ic-n, VO n t1 Cy_D !a AMY-% 1 . C.o wl Contractor Information: Company Name: f-:*Ac Q (✓'hlTk�eP2�S'c Qualifying Agent: L-�DW►r l (f- Q VrT 6'4C t-4 Address: '2(02_0 WlsS_f- %E"ID S% City ATLA*4Tt C 8C_r4 State_Ft.- Zip 32_2_j' Office Phone -7-70- 2-118 S Job Site/Contact Number (o 2_(v-54a StA Fax# State Certification/Registration# 254C 150-4 S£3 Architect Name&Phone# "I L-r9 " X5 Engineer's Name&Phone# • fl r i_V=-:a Pa S•l I 1 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 16)months at arty time after work is commenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here b certify that I havqwith mi d his plication and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 Ywork will be comt e .red herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other fe1 al regulating construction or the performance of construction. ) �- fiwoc V Signature of Owner Signature of Contractor 1� Print Name . .. SPrint Name ' .........6n7TS. . �*....................... ........... VC .� . �.............................. - W .._...... ..... Sworn to and subscribed before me Swo to and subscribed before me this Day of 20 this Day of 20 NOtary C �" —CYA-MXIMM NO •,, CYAlAA NOSKE Notary Public-State of '°': Notary Public-State afipiSfAd D 1.26.1 O My Comm.Expires Apr Florida7,2017 c� My Comm. Expires Apr 7.2017 ••,;ov,.�,� Commission �FF 005666 -;9F F,�g•' Commission #FF 005666 NOTICE OF COMMENCEMENT State of Fii--�:VZ 10 A , ax Folio No.County of l�VVr'�I, FILETo Whom It May Concern: COPY The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved:1f�•S' 1`7 2 2�M-, 3 q A7LA*4 7-tG Sr-q, SI=C k L-O T �I'. 5, to 13 L-K 410 Address of property being improved: ?L A Z,4 $t- A Te.A NJTIL &Ij C-" FL. -32-2-?;FV General description of improvements: 14©Mi: Owner: SPIAA�CAU MYL At4k Address: && 57 63/Zti-rbL=�V L&I JAKR-321'4'4 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: C tractor: i2 F n T 6-9 eyr A o r2'tom.-) F LOP-i b,4 LA-C- Address: '740213 W tG 1 42V-1-b S(. AZ L-tA v-.71C 80-1 FL ?jZ Z 3-j Telephone No.: Z10•-221 $ Fax No: Surety(if any) Doc# Address: Numbe pag,,- 10,OR gK 16356 Telephone No: Fax No: Recorde105�0' 1 Page 279. Ronnie Fussell C2013 at 12.p6 P Name and address of any person making a loan for the construction of the imp RECO 7-y LERK CIRCUI M' RT DUV cou Name: NG$10.00 AL Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 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 Statues. (Fill in at Owner's option) Name: 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 Z /3 Signed• Date: Before me this day oo2rida, Ot in the County of Duval,State Of Florida,has personally appeare s CYAIRA NOSKE Notary Public at Large,State of F o tyof Duval. aF, - Notary Public-State of Florida My commission expires: s•.�_= My Comm.Expires Apr 7,2017 Personally Known: or ,,,�������� Commission#FF 005666 Produced Identification: DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /, �-� Development Size Habitable Space /ea4 s,F Non-Habitable Impervious area Miscellaneous Information Occupancy Group 3 Type of Construction 3 Number of Stories a Zoning District S - �- Max. Occupancy Load Fire Sprinklers Required 44 Flood Zone (el- Conditions/Comments: Fl-Conditions/Comments: I I i City of Atlantic Beach , .z „� L' OIVNU BEFZ Building Department oy a asslg � by�t e`I3ulldi�g'�Department.) 800 Seminole RoadYt} Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 '-`� � � r +, w^. ' V. E-mail: building-dept@coab.us `� eFouP fed x 3.s t sY City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING. FORM Property Address: 12 a XQ z : 9NMMent review r6mired Yes IVo Applicant: Planning&Zo ree ministrator Project: u ' 4Public Utiliti Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. []Denied. (Circle one.) Comments: BUILDING C eV(�> P PLANNING&ZONING Reviewed by: Date: -5-o)U TREE ADMIN. Second Review: ]Approved as revised. ❑Deni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: i Reviewed by: Date: Revised 07/27/10 i I City of Atlantic Beach Building Department •e'ass 9 _ w � ��. ; . enc) 800 Seminole Road Atlantic.Beach Florida 32233-.1 RNE. . � Phone(904)247-5826 - Fax(904)247-5845 �r k E-mail: building-dept@coab.us City web-site: httpJlwww.coab.us APPLICATION REVS AN® TRACKING FORM Property Address: Z a W �Ie z ' ent review required Yes No Applicant: Planning Zo ' ree inistrator Project* ub' 4Public Utilities f Public afety Fire Services I 4A. 0 i i ti Recep Other Agency Review or Permit Required Review or pate of Permit Verified Ry 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: proved. []Denied. (Circle one.) Comments: BUILDING i PLANNING&ZON Reviewed by: ODate:_ b 7logy 3 TREE ADMIN. Second Review: � [Approved as revised. ]Denied. . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by- Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 l i City of Atlantic Beach REC.E� QED -_ G�4nj l 1 Building Department Mk 0 7 1013 x ) 800 Seminole Road ) y .•eR,TY,v�,-`}�.`,s{ ..F I o � 4 ts'fi..Pc- n Atlantic Bead,Florida 32233- 1 Phone(904)247.Si?6 Fax E-mail: building-dept@coab,us City web-site. http:/Mww.00ab.us U APPLICATION RE W ��' KING F RM By Property Address: ent review r 9quired Yes No j Applicant: , Planning-Zo ree dministrator Project: /VF Gc' �F i , U blic Util'' Public Safety Fire Sorvices i � Other Agency Revie,,Pr or Permit Required Review or,Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcohoiic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed b . Date:—��/ _ TREE ADMIN. Second Review: Approved as revised, Denied. Comments: S 4BUSAF"E3TY Reviewed by: Date: FIRE SERVICES Th€rd Review: Approved as revised. 013enfled. Vo r,Ur4TCr !1L Comments: c JrEl.t�£12 ��Irl . _ Reviewed by: Date: Revised 07/27/10 I ••y, City of AEa =%i`�'" •�'bYe5�ri3 12 jt y.:., z: 7e t D ' Building Depa lent 800 Seminole R���" ' Atlantic Beach,FldF�d� 2233�54 '. ..t °tea $� Phone(904)247-5826 - Fax(904)247 MAY Q ' E-mail: building-dept@coab.us City web-site: httpl/www.coab.us i APPLICATION RAN KING FORM Property Address: 120 Xt 2 ent review required I Yes JNo Applicant: A6 t. Planning&Zo �— _ �Tiee Administrator Project: 15 zi blitM- fts-3 Public Fire Services Other Agency Review or Permit Required review or Receipt Da of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: y BUILDING f PLANNING&ZONING Reviewed by: Date. TREE ADMIN. Second Review: JApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.j Date: S FIRE SERVICES Third Review/: []Approved as revised. nDenled. Comments: Reviewed by. Date: Revised 07127/10 [3UUr\ i v, rnvl_ v-r - -- - - LOT 3 LOT 3 , N 89'02'00'E 102. 00' CORNER FALLS IN CREEK I FOUND 1/2- IRON PIPE UNABLE TO FIND OR SET LB.I I OFFSET /1704 (10' CORNER) REFERENCE TO W a 7•t a't I`2 t (92. � SS14Zirsrrc.. Zo I E I� E -C LOT 4 LOT 4 001 o loo LOT4 0 dol C; IQo W r R I 102.00' (PLAT)— rn o VACANT & o ° N ; ; WOODED a o I al yi Y g Z 1— U LOT 5 Y I I LOT 5 0 = U LOT 5 I o f Ln Ld _ C� 0 0 I � I � 0 Qo m CD o P /z/ `" ry I 102.00• (PLAT)_ __ to I � I Z 3/1 I I I 0 Hyl y 5 Ing `p LOT 6 o o LOT 6 o a LOT b a a- o ao a I I om a II a. CORNER FALLS FIOR SET N CREEK I 510 t 'tl (97.00' Z Z 1_ UNABLE I IROF! PIPE TO NAIL dk DISK) 7 W �Oa U FOUND 60 PENNY S 89'02'00" N 102.00�t4-:T a NAIL do DISK o DURDEN L.B. /6696 STREET o IN BASE OF 22" OAK TREE PLAZA 0 (5' REFERENCE TO CORNER) 50' RIGHT—OF—WAY Ln z FOUND 1/2" IRON PIPE NO IDENTIFICATION FOUND 1 1/2" IRON PIPE `� (PLAT) 102.00 (PLAT) NO /DENT/FlCATION (NOT TO SCALE) LOT 1 Naas LOT 1 BLOCK 175 nus PROPERTY uEs w FtDOD zoNE x-s1uDED'DY Fto� LkAP RENSED"1x„51 15 ' ' Co�ruuuN/lY PANEI "°• BLOCK 174 120075 0001 D eEARMws��TrrE wEsr�r�-wAr ur+E or CERTIFIED TO- =.:=A= O: CiV1FFAT10N Sn2EET AS BEING 5 ai' 16'00'E No aurDM RESTRiCIM La+E BY PUT BRIAN S. VONN dk CHERYL F. INSURANCE ALL LOIS sNOWN HEREON UE W1T1.0 BLOCK 210. EXCEPT AS NOTED OLD REPUBLIC NATK)NAL TITLE INSURANCE COMPANY THERE uAY AoonKx+AL REsrR1cT1OR5 THAT ARE NOT SHOWN ON RICHARD T. MOREHEAD TITLE & ESCROW, INC. rRor Y. WY BE FOIxID W n1F FMIBUC RECOROS OF OWAL I hereby certify that this survey meets the minimum technical stcndards as set forth by the Florida Boyd.ofi:LdtSurveyors, pursuant to Section 472027_F7 da c4u'_tee wd Chapter R D E N 5J17 >� t�ai;1b G AND MAPPING. INC. _ ne Star Road, Suite 3 = onville, Florida 32211 F70R�t„�EGI57ERE0yEyq(t FA..--470 4-5588 Fax 724-9154 ift eRtl1;D„ 'D BUSINESS NO. 6696 SIGNED h ' SCALE- WORK WORK ORDER NUMBER: p_Q O 2 CJ CJ Y.s•.ywnV{!.,r,:1;s.n ..::•Rv.•:fY.0 FAaMSWNivNa:Ks::y PERMIT #: 16-SJ-1448147 FILE C [; APPLICATION #:AP 1093049 STATE OF FLORIDA DEPARTMENT OF HEALTH a DATE PAID ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: CONSTRUCTION PERMIT RECEIPT #: DOCUMENT #: PR901862 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Brian S. Vonn PROPERTY ADDRESS: 1209 W Plaza St Atlantic Beach, FL 32233 LOT: 4,5,6 BLOCK: 210 SUBDIVISION: PROPERTY ID #: 171026-0900 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER) (OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD New Septic Tank CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 150 ] GALLONS DOSING TANK CAPACITY 133.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 250 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [xl MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: nail with orange tab 61"up tree near df I ELEVATION OF PROPOSED SYSTEM SITE [ 44.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 37.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [25.00] INCHES EXCAVATION REQUIRED: [ 45.00 ] INCHES —MAINTAIN 75 FEET TO ALL WELLS AND A MINIMUM OF 50 FEET TO THE MAFL OF RETENTION PONDS AND O THE MHWL OF THE CANAL. MAINTAIN A MINIMUM OF 15 FEET TO THE DITCH.— T THE SYSTEM IS SIZED FOR 2 BEDROOMS, WITH A MAXIMUM OCCUPANCY OF 4 PERSONS(2 PER BEDROOM), H FOR A TOTAL ESTIMATED SEWAGE FLOW OF 200 GALLONS PER DAY. E R SPECIFICATIONS BY: Ginger R Hanco TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II Duval CHD Ginger R Han DATE ISSUED: 04/04/2013 EXPIRATION DATE: 10/02/2014 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 AF1093049 SE894388 0 .,) LC) Qo O — ~O OJ J 60Z >dOO v) !� ' /wM--JO—IHO A _�09 r' N 133 �JiS NOUVN�J`dD VI toy I# tiOzl# e.-7 Sz \ 00-OL 1 3 1100,91 o 10 S 11 ddid Nodi „z/l CNn 3dld No Z/l oNno3 (i�d) ,00 os (LV-7d) ,00,09 (lid) .00 o� (A y y I 14- rU v v I ? \ tj Li h- 2 o Q� O & O Q J v N a f✓I y Q O O w I = o a _J V N 0 \ Y Z Lnr LLil,nOo- Fa I vJ oa 7% n w 1 OJ< Z '^ tw I p 2 I �¢ osi ' � X o oOm a��, m N H o_ ad w N <W ANd8 AO d0 I — — NNbB d0 d01 J — 31dWIXONdddL - - 1 - - - - - - - - - - - - - - - - 31VNIX08ddd +' (lid) ,00 os � N (ivld) ,00,os (laid) '00,0Z 1133a0 ,s L� �, )4 33 $.S pp'OL M «00,9 . 10 N - - - - - - - - - - - - - - Qo NNdB 30 d01 ANVe 30 d01 31vWIXOLIdd`d 31VhIXOdddV c_ Ln O s � O O J v J ,�r o 3 L L Z yl O O—1 .8 . B : Brian Vonn FILE C .A Comp Y Date: 3113/2013 Public Works Department City of Atlantic Beach Permit No: 12-xxx Address: 1209 W Plaza Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R= 25-yr/24-hr rainfall depth (9.3-inches for At Beach) Predevelopment Runoff Volume: Lot Area (A) = 17,340 ft Runoff Coefficient Area Lot Area Description (ft2) (ft2) ^C" Wtd "C" Impervious 0 17,340 1.00 0.00 Pervious 17,340 17,340 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume 12 V= 0.20 x 17,340 x 9.3 / V= 2,688 W Postdevelopment Runoff Volume: Lot Area (A) = 17,340 ft2 Runoff Coefficient Area Lot Area Description 1 21 ( 2) ^C" Wtd "C" Impervious 1,836 17,340 1.00 0.11 Pervious 15,504 17,340 0.20 0.18 Runoff Coefficient(C)= 0.28 Runoff Volume 12 V= 0.28 x 17,340 x 9.3 / V= 3,826 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,826 - 2,688 DV = 1,138 ft3 1� Retention Stormwater Calcs for 1209 W Plaza-Feb Revision.xls 4/29/2013 'f r Comp. By: Brian Vonn 1 ), Date: 3/13/2013 I :�Ui37=fir' Public Works Department City of Atlantic Beach Permit No: 12-xxx Address: 1209 W Plaza Provided Storage: Elevation Area Storage (ft) (ft) (ft) A 6.1 1,000 0 TOB 4.1 304 1,304 BOTTOM B 5.7 160 0 TOB 3.7 72 232 BOTTOM 1,536 Required Treatment Volume= 1,138 ft3 Supplied Treatment Volume= 1,536 ft3 Retention Stormwater Calcs for 1209 W Plaza-Feb Revision.xls 4/29/2013 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: VONN RESIDENCE Builder Name: E&R Street: 1209 WEST PLAZA Permit Office: ATLANTIC BEAC City,State,Zip: ATLANTIC BEACH , FL, 32233- Permit Number: Owner: VONN Jurisdiction: FILE COPY Design Location: FL,Jacksonville lii3re3e AYL6awiA1 x�Yt+Vwlc�ror.Ni]fe`'+;« 'i.:�•,4::W/'.T:c.T�;-•• 1. New construction or existing New(From Plans) 9. Wall Types(1152.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 1152.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1024.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1024.00 ft2 6. Conditioned floor area above grade(ft2) 1024 b. N/A R= ft2 c. WA R= ft2 Conditioned floor area below grade(ft2) 0 11. Ducts R ft2 7. Windows(245.1 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:Attic 6 256 a. U-Factor: Dbl, U=0.34 126.00 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U-0.34 119.08 ft2 12.Cooling systems kBtu/hr Efficiency a.Central Unit 18.0 SEER:13.00 SHGC: SHGC=0.29 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 18.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap:40 gallons 8. Floor Types (2048.0 sqft.) Insulation Area EF:0.920 a. Floor over Garage R=19.0 1024.00 ft2 b. Conservation features b. Slab-On-Grade Edge Insulation R=0.0 1024.00 ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.239 Total Proposed Modified Loads: 33.13 PASS Total Standard Reference Loads: 41.96 1 hereby certify that the plans and specifications covered by Review of the plans and OF'VHE S74, this calculation are inpSopliancp WO the Florida Energy specifications covered by this 'IVO� Code. 3 calculation indicates compliance J . l with the Florida Energy Code. PREPARE,E�l�; ` t-3D �Et� e'- Before construction is completed - -- DATE: � (�j 4 _ this building will be inspected for E aG compliance with Section 553.908 I hereby certify that thikbui , esigned, is in compliance Florida Statutes.with the Florida E rgy h'E -- --� l/ OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/5/2013 8:08 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: VONN RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1024 Lot# Owner: VONN Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: E&R Rotate Angle: 0 Street: 1209 WEST PLAZA Permit Office: ATLANTIC BEACH Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: ATLANTIC BEACH , Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V 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 2048 17408 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Garage 1024 8192 No 1 1 Yes No No 2 2nd Floor 1024 9216 Yes 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Garage 128 ft 0 1024 ft2 — 0 0 1 2 Floor over Garage 2nd Floor ---- 1024 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1145 ft2 256 ft2 Medium 0.96 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1024 ft2 N N 4/5/2013 8:08 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1024 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type __Space R-Value ---Ft In Ft In Area R-Value Fraction -Absor. Grade% 1 N Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.23 0.75 0 2 E Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.23 0.75 0 3 S Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.23 0.75 0 4 W Exterior Frame-Wood 2nd Floor 19 32 9 288.0 ft2 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 2nd Floor None .46 3 7 21 W WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V/ # Omt ID Frame Panes N_FRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Tinted) Yes 0.34 0.29 126.0 ft2 1 ft 6 in 8 ft 0 in Drapes/blinds None 2 E 2 Vinyl Double(Clear) Yes 0.34 0.29 8.8 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None 3 E 2 Vinyl Double(Clear) Yes 0.34 0.29 32.7 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None 4 S 3 Vinyl Double(Clear) Yes 0.34 0.29 32.7 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None 5 S 3 Vinyl Double(Clear) Yes 0.34 0.29 8.8 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None 6 W 4 Vinyl Double(Clear) Yes 0.34 0.29 24.0 ft2 1 ft 6 in 8 ft 0 in Drapes/blinds None 7 W 4 Vinyl Double(Clear) Yes 0.34 0.29 12.3 ft2 1 ft 6 in 5 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 1024 ft2 0 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1343 73.73 138.66 .474 8.7434 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump None HSPF:7.7 18 kBtu/hr 1 sys#1 4/5/2013 8:08 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit None SEER: 13 18 kBtu/hr 540 dm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Eledric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS / ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 256 ft' Attic 51.2 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling Jan Feb Mar A r Ma ri Jun ri Jul ri Au X Se Oct Nov Dec Oct Nov Dec VentinHeating Jan Feb Mar H Jan HFeb Mar �X�Apr May Jun Jul AuJun JU g Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/5/2013 8:08 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1209 WEST PLAZA PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK 4-- Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. �. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. 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 r or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/5/2013 8:08 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index, the more efficient the home. 1209 WEST PLAZA, ATLANTIC BEACH, FL, 32233- 1. 2233-1. 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 1152.00 ft2 b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1024.00 ft2 6. Conditioned floor area(ft2) 1024 b. N/A R= ft2 c 7. Windows- Description Area . N/A R= t2 a. U-Factor: Dbl, U=0.34 126.00 ft2 11. Ducts R ft a. Sup:Attic, Ret:Attic,AH:Attic 6 256 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.34 119.08 ft2 SHGC: SHGC=0.29 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 18.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 18.0 HSPF:7.70 Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems Cap:40 gallons a. Floor over Garage R=19.0 1024.00 ft2 a. Electric EF:0.92 b. Slab-On-Grade Edge Insulation R=0.0 1024.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building oFTgE STATE Construction through the above energy saving features which will be installed (or exceeded) 1Ve ; p in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. L 4L�rW'"l�1 �- �-/ c a Builder Signature: flyDate: �-e 1./' Address of New Home: [ WL,-ST /1LJO-ZACity/FL Zip: /'>Z�33 _ r�cOD WE *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 p �a Project Summa Job: Mar 3 R�DR�VU�� � � Date: MMar 31,2013 energy consulting Entire House By: ERIN RODRIGUEZ Project • • For. VONN RESIDENCE 1209 WEST PLAZA,ATLANTIC BEACH, FL 32233 Notes: NEW CONSTRUCTION -2 STORY (FIRST FLOOR UNCONDITIONED) Design Information Weather. Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 68 OF Inside db 76 OF Design TD 29 OF Design TD 16 OF Daily range L Relative Tiumidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8532 Btuh Structure 8523 Btuh Ducts 1577 Btuh Ducts 2236 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10109 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 10437 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1560 Btuh Ducts 546 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area(ftp 1024 1024 Equipment latent load 2106 Btuh Volume(ft') 8192 8192 Air changes/hour 0.58 0.30 Equipment total load 12542 Btuh Equiv.AVF (cfm) 79 41 Req. total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AH R I ref Efficiency 0 HSPF Efficiency 13 SEER Heatinginput Sensible cooling 0 Btuh Heatinoutput 0 Btuh @ 47'F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 434 cfm Actual air flow 434 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2013-Apr-05 07:59:50 + Wrlghtsoff RighFSuite®Universal 2012 12.1.06 RSW1508 Pagel ACCA ._.0=rnentskWrightsoft HVAMTemplateED-VONN rup Calc=MJ8 Front Door faces:W uomns 0 Ln -it �- 04M �o a t1 i-+ 4 �L IL. o w !� c d: �* - U a —r •,., � S w c 0 a • o U E^ E W2 S U C Y. 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'a o o >, o 0 0 o 0 0 _ 0 0 � � w � v3C7c7 � o � ¢ zaa � cGx33x :iUcCv� �, N � � •--: N M � v1 �O l� 00 O� O .^ ai '-' N M � �n �O [� 00 O� O --- N M � vi �O C U U CA u 0 � s v- w 0 a w a 4 o a �L V u o -7 p. i i w � l O U � � a Vj v � N •� � bA � o c Z 41cr Urn uw9:2 U, U am 3 o -�- U W w � 0 t o cz V' s_ J � s r u Ln L � L 0 y � C L Y, .�1 0 C4n N -c,3 O OL U U `J a Ca L U s cz C 0 •� 3 T vi O ° U O ,✓ . f{ E -- L0 O C/� v U U V by Q iJ 19 aS >m OJci l`J11 VI 'O CA � � m = U o > >, > o Q - o ^ F Y -o o a �.ca o �� W E �. a c W v con o s0 V W ai 0 00 E O n I I _ -- D o Z .CI ` '� - 0 ° ► � ' N l m m 1 1 v m � 1 LILY � ST ► I D I GLADIOLA S7 ' I to I ` I I ♦ I ` ♦ CARNATION' ' STREET I • 1 � ♦ .. fir. 1V TULIPN LAUREL " I I STREET D WAY `:;..TULIP STREET m Z m I -� � I I m ' BEGONIA STREET '9 OD D i A 3NVI 3g10� kSMINE STREET i i LAKEVIWE ! � m � D 1 i m o -0 COURT Fn I O p m m n D r D O 0 n p �-1 D m cn 1 m (n — ! (A PAF m m OA 1 < 1 STOCKS STREET I X > MARY ST O I D I v En HIBISCUS STREET m 1 m pRC 1 � --I HAD 3T�',FET I MEALY I VIOLET STREET LANE I 1 I =y I MEALY STREET � ROSE STREET D j co �y CD y �co �y 1 m I m y 1 y I y y I Zy PARK STREET I O� MR),p co gORt i y�y O L GEORGE STREET 1 � A I 1c,- p n I T 2 � 1/ T JULIUS LEE PE. RE: 478199 - 1109 COASTAL BAY BLVD, Site Information: BOYNTON BEACH, FL 33435 Project Customer: E&R Ent. Project Name: 478199 Model: . Lot/Block: . Subdivision: . Address: 1209 WEST PLAZA ST. City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Li, Paul S., PE License#: 18305 do Address: 9218 Cypress Green Dr. #10 City: Jacksonville State: Florida C-9) j General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special L.a..l Loading Conditions): FBC 2010/TPI 2007 Design Program: MiTek 20/20 7.3 .> ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf L.16* This package includes 19 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 conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. W This document processed per section 16G15-23.003 of the Florida Board of Professionals Rules V i In the event of changes from Builder or E.O.R. additional coversheets and drawings may ac any 04 this coversheet. The latest approval dates su ersede and re lace the previous drawings. 14 No. Seal# Truss Name Date No. Seal# Truss Name Date *;i U�z 1 16770198 CJ01 5/23/013 18 16770215 T08 5/23/013 �2 1167701 9 I CJ02 15/23/013 119 116770216 I T09 15/23/013 O ww 13 116770200 I CJ03 1 5/23/013Q A E� 14 116770201 I CJ04 15/23/0131 V U A O q 5 16770202 I E,1015/23/013 W �y 16 116770203 J EJ02 15/23/013 �7 16770204 F01 15/23/013 GG 18 116770205 I F02 15/23/013 0 19 116770206 I HJ01 15/23/013 O 110 116770207 I HJ02 15/23/0131 Ill 116770208 I T01 15/23/013 W 12 116770209 IT02 15/23/013 J 113 116770210 I T03 15/23/013 I w O as 14 116770211 IT04 15/23/013 rn 115 116770212 I T05 15/23/013 1 U 116 116770213 1 T06 15/23/013 1 117 116770214 I T07 15/23/013 1 The truss drawing(s)referenced above have been prepared by MiTek �� 1 Industries,Inc.under my direct supervision based on the parameters \������vs.S K ��� provided by Builders FirstSource(Jax). �J,• NSF' .F� Truss Design Engineer's Name: Julius Lee * ' 0 3 869 * ' My license renewal date for the state of Florida is February 28,2015. — NOTE:The seal on these drawings indicate acceptance of p '• professional engineering responsibility solely for the truss STATE OF components shown. The suitability and use of this component % FZOR1oP.• for any particular building is the responsibility of the building ����;S7ONA\- designer, per ANSI/TPI-1 Chapter 2. i i i i0N)ay 23,2013 1 of I Julius Lee I r Job Tnuss Truss Type Qty Ply 16770199 a78199 CJ02 Jack-Open Truss 8 1 JOD Reference o Iona Builtlers FirstSource, Jacksonville,Fl 32244 7.350 s Sep 272012 MiTek Industries,Inc.Wed May 22 15:25:39 2013 Page 1 I D:94k5JrOJj2ZUXk7Nu_z6auzDwhh-pt4_u EQJSLQ F2OQnt?9pR QaZdvrBfsu8hOugdzDvQ 4-0-0 2 4-0-0 t 6W�_2 T1 Z CJ1 J2 Bt LOADING(pat) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.01 2-4 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 V@ri(TQ -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n1a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight 16 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 3=50/Mechanical,2=232/0-5-8(min.0-1-8),4=19/Mechanical Max Horz 2=148(LC 12) Max Uplift3=-77(LC 12),2=-155(LC 12) Max Gray 3=62(LC 2),2=281(LC 2),4=56(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��\`` V S •K //� NOTES (7-9) �\ Jv\• •EN"'•.`� /j 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS IC S� •• i (envelope)gable end zone and C-C Exlerior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber 170E=1.60 plate 1 i DOL=1.60 e gr - * %/}/y17C 2)This trusshas been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. LL 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi.truss -•n ,,I= 5)Provide mechanical connection(by others)of ss to bearing plate capable of withstanding 77 Ib uplift at joint 3 and 155 Ib uplift at joint 2. N 411 _Z76)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF 7 This manufactured product is designed as an individual building component. The suitability and use of this component for an articular building is the P 9 9 P N P YP 9 responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. S� 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 / `V LOAD CASE(S)Standard ///////O•`)A",_\\\\\\\ i May 23,2013 A WARNING-Verify design pommete and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11GI-7473 BEFORE USE. Design valid for use only with Mirek connectors.This design is based onty upon parameters shown,and is for an individual building component. Applicability of design poramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,staroge,delivery,erection and bracing,consult ANSI/11,11 Quality Crt erla,DSB-89 and BCSII Building Component Boynton BeGCh,FL 33435 Safety Informallon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Ory Ply 16770201 478199 CJ04 Jack-Open Truss 1 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Wed May 2215:25:42 2013 Page 1 ID:94k5JrOJj2ZUXk7Nu_z6auzDwhh-DRm7WGSBkGpgi W7?T?ZsQ32z5rvMODcKgfdYRyzDVQ 440 2-5-8 I 4-0-0 3-0-0 2-58 1-6x8 j-0'4 sole.i p.4 8.8= 800 03 BO 0Lil 8 Bl r 2-5-8 3-10.14 Plate Offsets X :Ed a 0-0-4 3:0.2-0 0.3-2 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/dee L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:19 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. B2:2x4 SP No.3 MiTek recommends Ihat Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=45/Mechanical,2=279/0.5-8(min.0.1-8),5=24/Mechanical Max Horz 2=170(LC 12) Max Uplift4=-51(LC 12),2=-194(LC 12),5=-12(LC 12) Max Grav 4=54(LC 2),2=338(LC 2),5=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ ` TOPCHORD 2-3=-806/412v \GENS BOT CHORD 2-7=-433/838 F i NOTES (7-9) 1)Wind:ASCE 7-10;Vuti=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS Cr 34869 :. (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. W 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the .•LJ bottom chord and any other members. STATE OF 4)All bearings are assumed to be SP No.2 cushing capadty of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift at joint 4,194 Ib uplift at joint 2 and 12 Ib uplift at FC GRID P •• \ \ joint 5. S •-, _ \� \ 6) Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �// O •' !\\�\\ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the // N A C� \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. //I I I I(I)\\\\\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 23,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTER REFERENCE PAGE MH 7473 BEFORE USE. Design valid fa use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown it for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Rate Institute,583 D'Onofrio Drive,Madison.WI 53719. T Job Truss Truss Type Qty Ply 18770203 478199 EJ02 Jack-Partial Truss 8 1 Job Referencego na Builders FlrstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 k Industries,Inc.Wed May 22 1525:43 2013 Page 1 ID:94k5JrOJj2ZUXk7Nu zBauzDwhh-heKVkcTgVaxhKffBOj45zHaFYEDB7TrU3JM5zOzDvO -2-0-0 2-5-8 I 8-QO 2-0-0 2-5-8 3-0-8 wa.rne rr= s n az 2 OI 5 B1 rq�1 9H F 2-5-8 ) 6-0-0 2-5-8 3.8.8 Plate Offsets X :0-2-10.0-1-8],[3:0-2-12.0-3-61 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 044 Vart(LL) 0.10 5-6 >709 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.10 5-6 >688 180 BCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(TL) 0.03 5 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:24 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3 Mi- recommends that Stabilizers and required cross bracing be installed duan truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 4=89/Mechanical,2=275/0-5-8(min.0-1-8),5=45/Mechanical Max Hoa 2=199(LC 12) Max Uplift4=-105(LC 12),2=168(1_C 12),5=-22(LC 12) Max Gray 4=108(LC 2),2=331(LC 2),5=73(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. `�V0 •••'''• ., �,(� �j NOTES (7-9) \ �`•',•'• \GENS''•.``� �i 1)Wind:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.ll;Exp C;Enc.,GCpi=0.18;MWFRS i (envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 34869 DOL=1.60 _ 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. T1 w 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 Ib uplift at joint 4,168 Ib uplift at joint 2 and 22 Ib uplift at joint 5. STATE OF 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •• FL O Rio P \ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the •'•. \ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. S/ •• \\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. //// /O N N— ��\ 9)Truss Design Engineer.Julius Lee,PE'Flonda P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 //j j j j) I)1,\\\\ LOAD CASE(S)Standard May 23,2013 A WARNING-11 ffy design Parameters ad READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design it based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quarhy Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Rate Institute.583 D'Cnofrio Drive,Madison.WI 53719. s Job Truss Truss Type Ory Ply 16770205 478199 F02 Fbor Tnus 24 1 Job Reference option bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Wed May 2215:25:472013 Page 1 ID:94k5JrOJj2ZUXk7Nu_z6auzDwhh-aPZOZzWKZOR60HOZFZ81771ZNSSC36E3_xKJ69zDVQ 0-1-8 H im Q- 2-0-0 a •1xa 1.50— ye FP= 3n8 FP a5 It p5 II q,e II q5 II qg II 5x5= qe II pg II �„g II y5 11 '�y'7I1I 2 ] 4 5 6 7 8 9lo 11 12 13 14 15 18 17 1. J-6- 6 35 N33 32 31 30 29 25 27 21 20 19 6.8= 5,II M6 5.6 II LB MT2W FP= ]are MT2a1 FP= 5.g II p5 5b It -_ 31-10-8 31-108 Plate Offsets X Y: [1,0-1-8,0-MI, :0-3-0 Ed 10:0-3-0 Ede 18:0-30 Ede [18:0-1-8.0-0-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.D0 TC 0.32 Vert(LL) -0.49 27 >776 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.76 27 >497 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Hort(TL) 0.11 19 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:269 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD 2x4 SP No.2(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(Dat) REACTIONS (Ib/size) 19=1160/0-7-4 (min.0-1-8),35=1160/0-7-4(min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-35=-1150/0,18-19=-1150/0,1-2=-94310,2-3=-2469/0,3-4=-3737/0,4-5=-3737/0,5-6=-4682/0, 6-7=-5315/0,7-8=-531510,8-9=-5739/0,9-10=-5739/0,10-11=-5671/0,11-12=-5324/0, 12-13=-5324/0,13-14=-4680/0.14-15=-3737/0,15-16-- 3737/0.i6-17=-2469/0,17-18=-943/0 \\ •. BOT CHORD 3334=0/1781,32-33=0/3142,31-32=0/4277,30-31=0/5070,29-30=0/5561,28-29=0/5561, fO * 27-28=0/5739,26-27=0/5739,25-26=015572,24-25=0/5572,2324=0/5067,22-23=0/4278,21-22=013142,2021=0/1781 _WEBS 1-34=0/1426,2-34=-1354/0,2-33=0/1110,333=-1085/0,332=0/934,532=-846/0,5-31=0/653,6-31=-626/0,6-30=0/415,8-30=-48110,8-28=-181/636,9-28=-306/43,18-20=0/1426, 3486917-20=-1354/0,17-21=0/1110,16-21=-1086/0,16-22=0/933,14-22=-848/0,14-23=0/648, 1323=-625/0,1324=0/415,11-24=-399/0,11-26=-90/380,1426=-488/279 NOTES (7-9) w1)Unbalanced floor live loads have been considered for this design. 4UZ 2)All plates are MT20 plates unless otherwise indicated. TATE OF3 All lates are 3x6 MT20 unless otherwise indicated.4)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi.0.5)"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 100 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to //////O N A1 i- \\\ walls at their outer ends or restrained by other means. \ 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 23,2013 WARNING-Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is far an individual building component. Applicability of design poromenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI]Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Thus Truss Type Qty Ply 18770207 478199 HJ02 Diagonal Hip Girder 1 1 Job Referenceo Oona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Wed May 22 15:25:49 2013 Page 1 ID:94k5JrOJj2ZUXk7Nu_z6auzDwhh-Wohm_fYb5ahg2a9LN_BVDYgCcfE7XAKMRFpQB2zDvQ -2-9-15 8-513 2-9-15 3-5-0 5-0-14 Su4.1:71� 4 8 FIT x.34 b�II l B T1 as •'S]1 in 5 10 7_II L8= 3-50 8-513 I ,, 3-5-0 50-14 Plate Offsets X :0-7-15 Ede LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 072 Ven(LL) 0.24 56 -399 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.33 5-6 >292 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Hoa(TL) 0.07 5 Na n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:32 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-D-0 oc bracing. 82:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=136/Mechanical,2=375/0-7-12(min.0-1-8),5=64/Mechanical Max Hoa 2=224(LC 4)Max ( )Max Grey 4=165(LC 2))2=455(L2 ),5 (C LC )=109( L 3)) \\\\`�V !S!K FORCES Ib-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �\ N$ ENSE V ••. NOTES (9-11) ` ••. \C •.�,(\ 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BC DL=3.Opsf;h=24ft;Cat.11;Exp C;End.,GCpi=0.18;MWFRS •• i (envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60 34869 2)This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. _ 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — W U _ 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. J 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib uplift at joint 4,330 Ib uplift at joint 2 and 26 to uplift at •••��` joint 5. STATE OF 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. \ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)34 Ib down and 47 Ib up at 2-10-11,34 1b down and ••F(OR'Q P •. 47 Ib up at 2-10-11,and 13 Ib down and 51 to up at 5&10,and 14 Ib down and 51 Ib up at 58-10 on top chord,and 4 Ib up at 2-10-11,4 Ib up at (�• •. lJ \ 2-10-11,and 16 lb down and 22 Ib up at 58-10,and 17 Ib down and 24 Ib up at 5-8-10 on bottom chord. The design/selection of such connection ��v ••••• \\\ device(s)is the responsibility of others. /// /O N AL 0 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert 1-4=-44,24=-10,5-6=-10 Concentrated Loads(lb) Vert 8=31(F=16,B=16)9=-1(F=-1,B=-1)10=1(F=O,B=0)11=-28(F=-14,B=-14) May 23,2013 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid far use only with Mtrek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenten and proper incorporotion 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 B the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/71`11 Quality Criteria,DSB-89 and 9CS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute.583 DOnofrio Drive,Modison,WI 53719. Job Truss Truss Type py ply 16770208 478199 TOT Hip Truss 1 1 JoD Reference o Dona Builders FirstSource. Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek industries,Inc.Ned May 22 15:25:52 2013 Page 2 ID:94k5JrOJj2ZUXk7Nu z6auzDwhh-wNNvdhaTOL3Pv2uw26kCgASgdtBhkN2o7D24nNzDv LOAD CASE(S)Standard 1)Regular.Lumber tncrease=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-44,3-8=-44,8-10=44,2-9=-10 Concentrated Loads(lb) Ven:3=-52(F)6=-52(F)8=-90(F)15=126(F)13=-17(F)5=52(F)11=-126(F)16=52(F)17=-52(F)18=52(F)19=-52(F)20=-52(F)21=-52(F)22=-52(F)23=-17(F)24=17(F)25=17(F)26=17(F) 27=-17(F)28=17(F)29=-17(F)30=17(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD-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 paramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII OualBy Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Tens Plate Irntitute.Sa3 dCkrofrio Drive.Madison.WI 53719. Job TrussTn]ss TYPe Qty Ply 16770210 178199 T03 Hip Truss 1 t Job Reference o Dona Builders FirstSource, Jacksonville,FI 322147.350 s Sep 27 2012 MiTek Industries,Inc.Wed May 22 1525:55 2013 Page 1 -3-0-o s-3-4 10-0-01� ID:94k5JJr Jj2ZUXk7Nu_z6auzDwhh-Ly21FicLhGR_mVdVjEHvSp4Hj4A_xoBFgBGkOizDvO 6-8-1 32-0-0 3-0-0 5.34 4-8-12 6-0-0 60-0 4-8-12 5-3-4 2.40 eaM•1:6tB se_ 5 see 4 e 3 4 V 2 IT t] t3 1Z Is t to 3.8= �� y= 14 1440 22-40 32-0-0 1040 12-40 10.40 Plate OffsetsMD-2-110.0-1-8],[9:0-2-10.0-1-81 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLA7ES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.40 11-13 >949 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TQ -0.69 11-13 >546 180 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.09 9 Na Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:172 Ib FT=2D% LUMBER BRACING TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. T7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP M 31 Burin truss erection in accordance with Stabilizer Installation uide. OTHERS 2x4 SPM 31 LBR SCAB 1-3 2x4 SP M 31 one side REACTIONS (lb/size) 2=1039/45-8(min.41-8),9=987/45-8(min.41-8) Max Horz 2=96 LC 11 \\ `v`S / Max Uplift2=-306(LC 12),9=-282(LC 13) \\ �\• ••'. ///�/ Max Grav2=1192(LC 2),9=1128(LC 2) �J . \CENSE •. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. i TOP CHORD 2-14=-2004/1101,3-14=-1942/1115,34=-1914/1120,4-5=-1751/982,5-6=-1555/945, 6-7=155719417,7-8=-17591M,8-9=-2033/1152 * 34869 •' BOT CHORD 2-13=-796/1688,1315=-762/1697,12-15=-762/1697,12-16=-762/1697,11-16=-762/1697, — —_ 9-11=-883/1744 _ y WEBS 4-13=260!265,513=-196/467,6-13=-371/244,6-11=-3631224,7-11=-2081481,8-11=-300/315 �= NOTES (1412) �4U Z- 1) 1)Attached 8-40 scab 1 to 3,back face(s)2x4 SP M 31 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 2-7-6 from end at joint 1, STATE OF \ nail 1 row(s)at 7"o.c.for 2-40. •, •�� 2)Unbalanced roof live loads have been considered for this design. ••F�OR(D P' 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS / 0 (envelope)and C-C Extenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /// /O 4)Provide adequate drainage to prevent water ponding. // N A \\ 5)This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. ////j(1 1 1`\\\ 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-40 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 7)All bearings are assumed to be SP No.2 cashing capacity of 565 psi. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 Ib uplift at joint 2 and 282 Ib uplift at joint 9. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB- 12)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 23,2013 A WARNING lrerif,design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 16770212 478199 TOS Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Wed May 22 15:25:59 2013 Page 1 I D:94k5JrOJj2ZUXk7 Nu_z6auzDwhh-Dj IY54fskUyQE7wGy4MrdfFxFhZjtZugkoEyXTzDvQ -3-0-0 2-58 G0.0 0-2-12 9{-4 14-0.0 167-0 X1&0-0 24-8-12 f 32 0.0 3-0-0 2-58 3E-8 2-2-12 1-3-8 4512 2-7-0 1-5-0 &&t2 7-34 s®b=1.3 a c ,o 9�9 11 a�a 7 a.a c n t7__ ei� t e.m r yr II 4 T 3 ] 1 9 p ^I 10 19 set]__ I�g 17 t6 15 14 a ]M 4. 2 9r1 II 9re= 7•�11 >d 16-7-01&0.0 24-8-12 32-0.0 2-58 7-0.12 7-0.12 1-5-0 6.8.12 7-3.4 Plate OBaets(X.Y): [2:0-3-8.0-1-81,18:0-3-0.0-2-0 10:0-6-0.0-2-81,113:0-2-9.0-1-81.[20:G-5-4G-3-01 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) VdeB Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Ved(LL) 0.24 1940 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.40 18-19 >963 180 BCLL 0.0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.19 13 Na Na BCDL 5.0 Code FBC2010/TP12007 (Matrix-M) Weight:219 lb FT=2D% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins. T1:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-66 oc bracing. BOT CHORD 2x4 SP No.2*Except* MiTek recommends that Stabilizers and required cross bracing be installed B3:2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation uide. WEBS 2x4 SP No.3 OTHERS 2x4 SP M 31 LBR SCAB 1-4 2x4 SP M 31 both sides REACTIONS (ib/size) 13=990/0.5-8 (min.0-1-8),2=1041/0-5-8(min.0.1-9) \\\ .\S S•�{ /// Max Hoa 2=125(LC 11) \fO * Max Uplift13=-312(LC 13),2=-331(LC 12) GEMax Gray 13=1138(LC 2),2=1187(LC 2) •FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shovm.TOPCHORD 2-3=378511894,3-27=-3481/1800,4-27=-3469/1801,4-5=-3452/1811,5-6=-2144/1209, 348696-7=2080/1221,7-8=-2178/1354,8-9=-1451/957,9-10=-14411955,10.11=-1448/942,11-12=-1520/919,12-13=-1994/1150BOTCHORD 19-20=-1099/2305,19-28=-497/1336,28-29=-497/1336,18-29=-497/1336,15-16=-85011703,13-15=-850/1703,2-20=-1523/3345WEBS 7-19=-236/262,8-19=-525/844,1618=-45711391,10.18=-202/683,10.16=-360/69, ; 412-16=-553/449,3-20=-190/446,519=-590/392,520=-4071979 TATE OFNOTES (11-13) C ORIDP •'• � 1)Attached&0.0 scab 1 to 4,both face(s)2x4 SP M 31 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 2-5-2 from end at joint 1,nail / S .-''.. \\ 1 row(s)at 7"o.c.for 5-6-14. Unbalanced 3)Wind.ASCE 7-10;Vulot-aa130mph(3-second(gust)Vasd 1101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=248;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Edenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-60 tall by 2-0.0 wide will fit between the bottom chord and any other members,with BCDL=5.Opsf. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 312 Ib uplift at joint 13 and 331 Ib uplift at joint 2. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard May 23,2013 A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED ADTEE REFERENCE PAGE MH 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is fa an individual building component. Applicability of design paromenfers 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Truss Type 01y ply 18770213 478199 T06 HIP TRUSS 1 2 Job Reference o Bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Intlusbies.Inc.Wed May 22 15:26:04 2013 Page 2 NOTES (13-15) ID:94k5JrOJj2ZUXk7Nu z6auzDwhh-ag5R8nj?Z1aiLupEldyOJiygbiEoYoHZu4yiDgzDv 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 Ib down and 112 Ib up at 6-0-0,54 Ib down and 112 Ib up at 8-0-12,54 Ib down and 112 Ib up at 10-0-12,54 Ib down and 112 Ib up at 12-0-12,54 Ib down and 112 Ib up at 14-0-12,54 Ib down and 112 Ib up at 16-0-0,64 Ib down and 127 Ib up at 17-114,64 Ib down and 127 ib up at 19-114,64 Ib down and 127 Ib up at 21-114,and 64 Ib down and 127 Ib up at 23-114,and 149 Ib down and 243 Ib up at 26-40 on top chord,and 122 Ib down and 60 Ib up at 6-0-0,43 Ib down and 32 Ib up at 8-412,43 Ib down and 32 Ib up at 14412,43 Ib down and 32 Ib up at 12-412,43 Ib down and 32 Ib up at 14-0-12,43 Ib down and 32 Ib up at 16-40,38 Ib down at 17-114,38 lb down at 19-114,38 Ib down at 21-114,and 38 lb down at 23-11-4,and 174 Ib down and 73 Ib up at 25114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 14)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 15)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular:Lumber Inaease=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:14=-04,4-9=-44,9-111=44,15-18=10,14-19=-10,18-22=-10 Concentrated Loads(lb) Vert:4=45(B)7=-52(B)9=-90(B)17=89(B)12=-126(B)25=-45(B)26=45(B)27=45(B)28=-45(B)29=45(B)30=-52(B)31=-52(B)32=-52(B)33=-35(B)34=-35(B)35=-35(B)36=-35(B) 37=-35(B)38=-17(B)39=-17(B)40=17(8)41=-17(B) A WARNING-Verify design panamemrs and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU 7473 BEFORE USE. Design valid far use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters 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 Julius Lee PE. erecta. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing-consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Boynton Beach,FL 33435 Safety InfarnraBon available from Two Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. Job Truss Thus Type Ory ply 16770215 478199 TO8 Hip Truss 1 1 JoD Reference ions Builders RisiSource, Jacksonville,F1 32244 TM s Sep 27 2012 MiTek Industries,Inc.Wed May 22 15:26:07 2013 Page 1 ID:94k5JrOJj2ZUXk7Nu_z6auzDwhh- FnampmtsyyHCMXpQIVjxLaKdwICICiOa2ANp?zDvQ -IM 2-58� 5-0.0 10.0-0 16-7-0 21-0-0 26-8-12 32-0.0 '+44D 3-0.0 2-58 2118 50.0 6-7-0 55-0 4-8-12 53-4 2-0-0 s�.k.1 see sm= 8 S sos 572 Y i M 5 1 3 O 8 3 ba= 0= b�= Sm t] 12 ba II a4 Sm= too 2-5-8 10-0-016-7-0 22-0.0 32-0-0 2-5.6 7.8-8 6-7-0 "0 10-0-0 Plate Offsets X :0.3-4 Ede 6:0-6-0 0.2-8 8:0-6.0 0-2-8 10:0.2-10 0-1-8 18:0-58 0.30 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Wel Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.29 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.55 10.12 >692 180 BCLL 0.0 Rep Stress Ina YES WB 0.45 Horz(TL) 0.18 10 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:200 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. T1:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. BOT CHORD 2x4 SP No.2*Except* FMiTek recommends that Stabilizers and required cross bracing be installed B3:2x4 SP No.3 WEBS 2x4 SP No.3 during truss erection in accordance with Stabilizer Installation guide OTHERS 2x4 SP M 31 LBR SCAB 1-4 2x4 SP M 31 both sides REACTIONS (lb/size) 10=949/0.5-8(min.0-1-8).2=100010-5-8(min.0.1-8) \\\��s\S••S•K• /// Max Hoa 2=96(LC 11) / Max Uplift 10=-282(LC 13),2=-305(LC 12) \CENSF Max Grav 10=1128(LC 2),2=1192(LC 2) •, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3247/1550,3-17=-2710/1300,4-17=-2699/1302,4-5=-2681/1308,5-6=1882/1090, * 34869 6-7=-1936/1216,7-8=-1911/1202,8-9=-1650/990,9-10=-1934/1156 _ BOT CHORD 1516=-112312261,14-15=-67611585,7-14=-370/293,10-12=-88611660,2-16=-1167/2773 _ T WEBS 6-15=112/377,6.14=-233/432,12-14=-507/1236,8-14=-342/638,9-12=-317/317,3-16=439(765, W 515=730/490,516=0/365 N ��//��JJ NOTES (11-13) STATE OF �41J. 1)Attached&0.0 scab 1 to 4,both face(s)2x4 SP M 31 with 1 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 5-4-1 from end at joint 1,nail irow(s)at 7"o.c.for 2-7-15. '•.FLORID P' 2)Unbalanced roof live loads have been considered for this design. / S� \\ 3)Wind:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C,Encl.,GCpi=0.18;MWFRS // �O A 1 A/-1� \\\, (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / V \ 4)Provide adequate drainage to prevent water ponding. / 5)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi, 8)Bearing at joint(s)2 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 Ib uplift at joint 10 and 305 Ib uplift at joint 2. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33,435 LOAD CASE(S)Standard May 23,2013 A WARNING-Verify design panumeters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF-7473 BEFORE USE. Design void for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters 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 Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the buildng designer.For general guidance regarding 1109 Coastal Boy fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/71`11 Quality Criteria.DSB-89 and BCSII Building Component Boynton BeaCh,FL 33435 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive.Madison.WI 53719. wp y g W r , N (nig oo Z C D -Di r (n N O 0 r J 6Dm -4 D 4 Z D x m fD m y p C .. 0 07 N N n I O n5O�p-Za m Q n cr O 0 0 0(•(p Q C n 'p A� Q 7 — _ (D (D �(Dn O N Z O OL O O (n0 0 � �O of to y O n -n Z y o ��° ° moo °a ° _ao�Q' p -3 -0 N °� H o° P' Q-°3Zr°m z 0 () 0- 07 6 C] oD 2 WOO O n c 0 n CD ° 3- N < N c'� (D x Q�N 3 O 00 C0H� O � '0 D 3n p 003 OO c N CD �(O O j o�O 3 n 0 0 0-Cp 3 CT 3 n 0 3'ID ty � 0 0 H a ID Q: CD Q m N �nNw� n CDp� O -t�� Z 00 (D N ff nOj u� OQCD Z � m�D6°•,Q (D—:3 ° Q � c°--� Q�o 3 CoQ °. a°Q�'Q�. -4 c�0y � O 3m,D =a OCD (D��CD -• O o0T n� coo o (D 3(0 - 00-0° 5! x � o m3�ac z CD Q° 00 0ND < <D 0n ° 00� CD p �N N O ?ax Z) -3 D 0 .06 o�f 9. � p 3 nO,� CD O: y '-.nQ p 5' CD ON (D c 9 'TQ 673 0 c X O (1 0 � (D 3 �Q �c � o 00 CD 10 (MIn c= _ O TOP CHORD A(o n O 30 -Oz m � cte J t_ OA�J m moo cg J W OD 10 w C mp Ztn Z O C ODVCn� HN SOD •� [1 A A• CD - D -10 O C H N M W N n m y m O �\� o, N A O \ / r 'o Ui fT A 0 C Z 6o O CSD v �D /�m Q V J 1O IV D N+D V / O W2-7 = \V 0`Z7 70 m 7D0 j O O Z N a ti (ll D N O0 m Z c 3 m 0 3 Q W NN 0 W D ? 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Nva m mmm 3m (Om2 ° o _ mcg m33 ° 0 �m aoN as aN (, ° a x o g° (Q ^ pc °•mD o �_m a ° oo q° (Dm °m o = xm °mN Q am0 o g. o ° (D O V, omCD ° o o N a <° m n 3 m V, =Q= ID °a °o m,& oc s mm moo z m m� mm� ���° oa aV°3 c 10 x°Q O T 73 m� R :T < CD ° �m m= no >•0 a-? °� ° � '_ nam o (Doo os 603 o- � � n° mo mgo (8-- o tic. om oQ 3m o Si 0 00 ohm m a 0' N �a n� .o 0 c osm °� m c° ° '^2 ym ,gam ° ;�S o Uc m Of° 7m � � /A �.Q m„ m o° ° m o am o 0 30 ° °oc oa °_° (°i o,�o - m N a(a N° as p ° c ,3 ° o „° o s oo moo NN 3 o:E oo m ? mz �� ao aT• o ' n c A° °3 c m m m m (o a m o' ° 3 o a= m c m c(o (o O m <� � �m Q ao 'a >> no0 mm m fm aoo N° m o$ mm °° fo Q C /Y ° 3 m m jo o mm °o o�� op' °m 3c -a2 0 0p <a °oo_a ,�° NCA Q O (0 O O< O -0 �n 7 c ° c.p O \U_ —0 Q m O p 7 0° j C N n �� m S (10 ~U7 o ''m a m 6 a o° 3' °o �D o o ° o m o o ° a Q 3 c° _. ma o m' o _o n S f Q 3 H n ND O .^�C 0 �. O O Fi 7 o O a'O O N -S C N O m N�' in CD 'c n' s 7 x < m a 3 y a o ° 4. o a 'o 'm m m (D o° m o o m m ° N �N °0 3 (D m o m0 j'�m m(0 ✓ 00 °° o oa a m o� v a ° "m ° 3, m s m'o- � mo ° a o N� m o a opo y ° °0 3 l `p' (D Z 3 m N August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST- T-BRACE 2 MiTek Industries,Chesterfield,MO Page 1 of 1 eNote:T-Bracing/ I-Bracing to be used when continuous lateral bracing is impractical. T-Brace/I-Brace must cover 90%of web length. aNote: This detail NOT to be used to convert T-Brace/ I-Brace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous --- -- - ----- Rows of Lateral Bracing Note: Nail along entire length of T-Brace/ I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace 2x8 I-Brace Nails Brace Size t for Two-Ply Truss Specified Continuous } Rows of Lateral Bracing _-A SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB Ar 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x8 I-Brace } -A T-Brace/ I-Brace must be same species } T-BRACE and grade (or better) as web member. \���1111111/j�/ vS.s•k _�CEN3F' Nails Section Detail - * N 34869 T,1� T-Brace �0 . 6/22/11 W\ STATE OF Web i ••.FCORIDP'.•' U' � /'/S/ONA\- Nails ///I 1 I I I 1 1\ \ 1109 COASTAL BAY Web -Brace BOYNTON BC, FL 33435 Nails JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL-SP 00 (R MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES:TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND a oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. LM U 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail THIS DETAIL APPLICABLE THE � THREE END DETAILS SHOWN BELOW DIAM. I SYP DF HF SPF SPF-S 0 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY in r) z .128 74.2 67.9 58.9 57.6 50.3 Z ,131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW LO .148 81.4 74.5 64.6 63.2 52.5 3 NAILS C4 NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. v I NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30°TO 60' 30°TO 60° 30,TO 601 45.00* 45.00* 45.00° �\cENS,, * ' N 34869 * /_ z ;p ' 6/22/11 U�; STATE OF i '•.F�ORIDP.•' �\\ S�o NiA`\� 1109 COASTAL BAY BOYNTON BC, FL 33435 FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL �nMiTek Industries,Chesterfield,M MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 MiTek Industries,Inc. DETAIL IS NOT APPLICABLE FOR TRUSSES TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. - SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH(2)0.131"X 3.5"NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.W IND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.W IND SPEED OF 116 MPH TO 160 MPH W ITH A MAXIMUM PIGGYBACK SPAN OF 121t. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE- (MIN.2 PAIRS OF PLATES REQ.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE i i i This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED S S• BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: ��� \v •....,k OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS �JN; MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. * :' 2) ATTACH 2 x_x 4'-O"SCAB TO EACH FACE OF N 34869 TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH = D VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) _ 3/ 9/12 Lu 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@ STATE 1.15). REVIEW i .� BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADSGREATER THAN F�ORIDP.•' 4) FOR PIG OBPLYS OF SES CARRYING A GIRDER O LONUMBERMATCH BASE TRUSS. O N 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH //f 1 1 1 1 1 1 \\\\ THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1109 COASTAL BAY BOYNTON BC, FL 33435 ` FEBRUARY-14, 2012 Standard Gable End Detail SHEET:2 MiTek Industries,Chesterfield,MO Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses Ca 24" ox. a 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO NAIL DIAGONAL BRAC THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO C NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points \ SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD pOF�BRACING MUST GABLE TRUSS / CHORD TO RESIST ABE PRESENT TO LL IOUT OF PLANEDE FULL LO``SARSP H�1TSdFdTClfyCj�HOWN IN THIS DETAIL IS FOR THE VERTICAL/S�W OrsY.S.K NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED — N 34869 _ STUDS.TRUSSES WITHOUT INLAYED —_ STUDS ARE NOT ADDRESSED HERE. LIJ / — — �0 3/29/12 44,; STATE OF \�\ STANDARD / FLORID rj GABLE TRUSS NAL 1109 COASTAL BAY BOYNTON BC, FL 33435 ■ TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)11I Fastener Type Hanger Wood USP WS Simpson SDS Beam Configuration Type Screw Length #Screws #Screws 2 4 6 8 2 4 6 8 FACE 131 3%' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3-ply 1%" (51/."Beam) TOP(2) 3%' 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3'/2" --- --- --- -- 3'/2"+1 3/4" --- -- --- (51/." Beam) TOP 141 3%" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 3'/z"+1'/s" FACE I (5'/4'Beam) TOP 131 3/�' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 4-ply 13/4" l FACE 12) 6"(5) 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 (7"Beam) / TOP 12) 6"f5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 FACE 13t 3'/i 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply 1'/a"+3'/2" 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 (7"Beam) ) TOP 3/2" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 121 6"i l 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2-ply 3%" ; FACE/ 5) (7"Beam) ! `> TOP (2) 6" 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 / I 2-ply 1%"+3'/2" ( FACE 1 (5) (7"Beam) TOP 13) 6" 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 i 2-ply 13/4'+3'/2" FACE(4) 6"(5) 1,055 2,110 3,165 4,220 930 1,860 2,785 3,715 (7"Beam) TOP(4) T"5) 705 1,405 2,110 2,810 905 1,815 2,720 3,625 51/+"+1'/a" FACE/ 3/z" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 (7"Beam) TOP(3) 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 w CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,ii-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ L ah Ah MM TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes • Connections are based on NDS®2005 or manufacturer's code report. • All plies must be the same material and grade. • Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. • Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3%")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. • Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2"bolts-9/16"0 maximum holes • 3/4"bolts-13/16"0 maximum holes a a • Lead holes not required for wood screws N N Conc.Load Conc.Load m°m° Conc. Load Conc.Load mm o `o N co N _'r'] • i i EQ. EQ, 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min. Beam Depth: Min. Beam Depth: d=7'/4'for'/2"o bolts d=9'/4'for 1/2" o bolts d= 11'/a°for'/2"o bolts d=9'/4'for 1/4"e bolts d= 14"for 1/4"o bolts d= 16"for'/<"o bolts Conc. Load Nailed Connection Detail C E y *STAGGER NAILS TO • PREVENT SPLITTING ,Z, 16d Sinker(typ) Typ LL1 9 (0.148"x 3'/4'") 6 Nail PatternJ12 Nail Pattern 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US • 1.888.iLevel8 11.888.453.83581 •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ • 7- TECHNICAL BULLETIN x March 2010 by Weyerhaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam°LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. /Brg. (Typ-) V:4I� t IM: -1 r ' Additional 3-1'/4" x 14" Microllam�� LVL Beam, Flush Connection ` -- Required for ��\ Mount Concentrated Hanger with 5,000 lbs Reaction Load L - - ------ ------ r - - - - 2- 1'/4" x 1®" 14" Floor Joists 24" o.c. Typ.MicrollamLVL Beam, Flush ` -- r 4'-0" 15'-0" Partial Framing Plan Page 6 of 8 CONTACT US • 1.888.iLevel8 11.888.453.83581 •www.iLevel.com Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. TCt'` 1__IAI1P' A 1 QI11 I 1=11- 19 Forte MEMBER REPORT Level, Floor: Flush Beam ) satrw�,� 3 PIECE(S) 1 3/4" x '14" 1.9E Microllam@ LVL PASSED 0veraIi1.nnclh la' ......... ............. .... ___.._ ........_... ._ 0 I II u L All Dimensions are Horizontal,Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(lbs) 7595 @ 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 112" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 @ 4.11 718" 36387 Passed(69%) 1.0 Building Code:IBC Live Load Dell (in) 0.356 @ 7'1 13116" 0489 Passed(04 94) Design Methodology:ASD Total Load Defl.(in) 0.456 @ 7'1 7t8" 0-733 Passed(0386) Deflection criteria:LL(1060)and TL(0240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116"o!c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability- Supports tability. Su orts Total Available Required Support Reactions(lbs) Accessories PP Bearing Bearing Bearing Dead!Floor 1 Roof f Snow 1-Stud wall-Spruce Pine Fir 3.50" 3 50" 3.40" 1641!5955 10(0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33' 1 164 14045 10 10 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.04) (nonsnow:1.25) (1.15) 1-Undorm(PSF) 0 to 15' 1 100.0 4000 0.0 0.0 10'Floor 2-Point(lb) 4' N!A 1000 4000 0 0 Location Analysis Shear(lbs) Moment(Ft—lbs) Comments Actual/Allowed l LDF Actual f Allowed!LDF 1-3' 6035!13965!1.0 191861 36387 1 1.0 BOLTS LEFT OF HANGER 2-5' 39 f'12559!0 9 25215!36387 11.0 BOLTS RIGHT OF HANGER Forte"Software Operator Job Notes 3125f2010 9:02:21 AM ii-eveilt Forte—v1.1.Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888ALeve18 (1.888.453.8358) -www.iLevel.com w w Weyerhaeuser,iLevel,Microllam,Parallam,Timbei-Strand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD "J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �JAls) Application Number . . . . . 13-00002622 Date 6/10/13 Property Address . . . . . . 1209 W PLAZA Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ VONN BRIAN S & CHERYL F E & R ENTERPRISES OF NORTH FL 8165 CORALBERRY LANE 2628 WEST END ST. JACKSONVILLE FL 32244 ATLANTIC BEACH FL 32233 (904) 270-2185 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . ADVANTAGE PLUMBING Permit Fee . . . . 167 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/07/13 ---------------------------------------------------------------------------- Special Notes and Comments No City water or sewer is available. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . PERMIT IS*A5k1W 17 OI'OERWCF60KWE b rl���� �1 � �A ICE C �C THE FLORIDA BUILDING CODES. 1 • ��u\,r�I'� v CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002622 Date 6/10/13 ---------------------------------------------------------------- Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS -------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 51 STATE PLBG DBPR SURCHARGE 2 . 51 ------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---- Permit Fee Total 167 . 00 167 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 . 02 5 . 02 . 00 . 00 Grand Total 172 . 02 172 . 02 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS: PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub I Septic Tank&Pit Clothes Washer I Shower Dishwasher I Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs 2 Urinal 1 _ Kitchen Sink Vacuum Breakers \`(C) Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** VR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Plumbing CompanyOffice Phone,_W7 -J Fax Co. Address: , l City c)--, State[7 Zip 3ZZ-4? License Holder(Print): State Certifica ' n/Registration#,OrC'/i/.4�(y>"9 Notarized Signature of License Ho 44er na S orn and subscribed befo e his y f _203 My COMMISSION#DD 957760 �= EXPIRES:February 14,2014 ,gip. , 9ondedThruNotary Public Underwrite's afore of Notary Public 1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J =� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 DEIS) Application Number . . . . . 13-00002622 Date 7/29/13 Property Address . . . . . . 1209 W PLAZA Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ VONN BRIAN S & CHERYL F E & R ENTERPRISES OF NORTH FL 8165 CORALBERRY LANE 2628 WEST END ST. JACKSONVILLE FL 32244 ATLANTIC BEACH FL 32233 (904) 270-2185 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AE ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . AIR EXCELLENCE INSTALLATION Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/25/14 ---------------------------------------------------------------------------- Special Notes and Comments No City water or sewer is available. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. PERMIT IS ak@BM I bN1.GER'T(1db143AMR A&HGQM1P1T1AWVCaEAeYC *EAr94QRbT JCiQ' RgQ57THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002622 Date 7/29/13 ---------------------------------------------------------------------------- Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: f L*7,A S-r PERMIT# 13 Z ZZ PROJECT YAL UE $ �C�UC>�" ARI# 53Y $270 REQUIRED NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Z !3 Heat: Unit Quantity BTU's Per Unit ZZ, boo Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. � Property Owners Name e Y R- EVP2U S� Phone Number `&/- 6ZL Zz Mechanical Company Rjp_&&40_^6 #JL, Office Phone 3'4gb7 Fax 148'4403 Co. Address: 3913 45" C46C6 r��6 City Nexx ajVI,t,6 State RL Zip License Holder(Print): State Certification/Registration# - 2- Notarized Signature of License Holder J JOYCE)MGKW Sworn and subscribed befo th 20! MY COMMISSION#FF 03M EXPIRES:June 25,eon Signature of Notary Pu R�« Banded Tw Natvy Pubk Undervniut JOYCE J. BIG �n CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Application Number . . . . . 13-00002622 Date 7/31/13 Property Address . . . . . . 1209 W PLAZA Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 125000 ---------------------------------------------------------------- Application desc NEW HOME -------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- VONN BRIAN S & CHERYL F E & R ENTERPRISES OF NORTH FL 8165 CORALBERRY LANE 2628 WEST END ST. JACKSONVILLE FL 32244 ATLANTIC BEACH FL 32233 (904) 270-2185 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AE ------------------------------------------------------ Permit ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee 125 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/27/14 --------------------------------------------------- Special Notes and Comments No City water or sewer is available . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. �+ PERMIT IS 'Ol � ���t � OffHC"ZT Tl'��Y.A�IC gEATCTI PCEP THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD v ATLANTIC BEACH, FL 32233 Page 2 Application Number . . . . . 13-00002622 Date 7/31/13 ---------------------------------------------------------------------------- Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Z?j /. , Ph(904) 247-5826 Fax (904) 247-5845 /? JOB ADDRESS: leo g W 9A9a PERMIT JEA INFORMATION REQUIRED ON ALL PERMITS .20 AMPS 9qO VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground []�J1 Underground up Pole Cr'Residential(Main) Service ❑0-100 amps ❑101-150amps X61-200amps ❑ amps # of Meters 0,Commercial(Main) Service E-0-100 amps ❑101-150amps ❑151-200amps ❑ amps —'CT Service amps Conductor Type Size ❑Multi-Family(Main) Service 00-100 amps ❑101-150amps ❑151-200amps []______amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps []______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 [I Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS 7—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. rolvd Property Owners Name Phone Number Electrical Company nitC � ac cy - Office Phone 2�7-i Fax Co. Address: �O g �/H' Atc S' City T-t-y a k State Zip 32 2-5 License Holder (Print): �l/� N( `,A— State Certification/Registration# De(M 2-22-? Notarized Signature of License Holder Before me this da 20 nature of Notar Sig Y Publi r2�. �