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1600 Selva Marina Drive 15-COTH-70 (Mail Kiosk) 4 -11, s f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Ji31>f- COMMERICAL ALTERATION/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-COTH-79 Job Type: COMMERCIAL OTHER Description: mail kiosk Estimated Value: $35,000.00 Issue Date: 112612015 Expiration Date: 7/25/2015 PROPERTY ADDRESS: Address: 1600 SELVA MARINA DR RE Number: 169399-0000 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS, LLC Address: 414 OLD HARD RD SUITE 502 GENERAL CONTRACTOR INFORMATION: Name: EIS CONSTRUCTION INC Address: P O BOX 600165 REMER LANE BUDREAU JR Phone: - - PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5834. 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 Recycling, Republic Services, Shapell's and Waste Pro.) 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. FEES: PLAN CHECK FEES $112.50 BUILDING PERMIT FEE $225.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. " CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J =� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 STATE DCA SURCHARGE $3.38 STATE DBPR SURCHARGE $3.38 Total Payments: $344.26 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . J BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH QP800 Seminole Road, Atlantic Beach, FL 32233 d i FILE ._. Office (904) 247-5826 Fax (904) 247-5845 Pu rro q 53/4^/0 Job Address: 1600 '�E!dA 1'�?2 el 5< Permit Number: 1$1-607-M -79 Legal Description Parcel# �r Q' Floor Area o q. t. Sq.Ft Valuation of Work$ L �d " Proposed Work heated/cooled non-heated/cooled 11126 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes N/A Florida Product Approval # -t For multiple products use product approval form Describe in detail the type of work to be performed: & c>- / n ' CC ctebijf %U/ - n+= if Property Owner Information: Name:tyj-,1-r npr_ � yfcc25 � L Address: Y/!t Cl j � /H� � -o z City �tLm1111G ��.+�ry17 State {Zip-32oc_3 Phone E-Mail or Fax#(Optional) Contractor Information: pp Company l me: 4a5r�2uGTr'a Qualifyi Agent: pa=�Y)�2 T�uDt�4 --f/I1 Address: r7. o e C ity State r(_ Zip �;Z 2-(e 0- Office Phone �,Job Site/Contact Number s'g-7e; 7-5,- Fax# State Certification/Registration# �5 —L'D 32— Architect Architect Name &Phone# I _ Engineer's Name& Phone# LGo Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 1N(v LLG 370 J Application is hereby made to obtain a permit to do the work and installations as indicated. /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 if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any 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 hereby certify that I have read and examined thisapplication and know the same to be true and correct. All provisions of laws and ordinances governing this type o work will be complied with whether sped ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. JSignature of Owner Signature of Contractor Jams Ricky Wood +ttllll/ Print Name C &)L L �u Print Name �` tNll. ............................................................... �+�......... .It� ..................................................2.24oh'1..... /< `\ A S.P.. .. .� . . �. Sworn to and subscribed before me �.� Q OT,,qq����,�,/ �i� Swor o and subscribed before me ��� �;• QT�Q t ' ay of 4-0.v1 aoLrN �� �[1F�'�'',�� this �Day of'-Za Q;�• 2my 00"M&0" woonn � Of�Z SJune4. is — JAj5_ ,20t6 Notary Public = Notary Public ,Ni OFr. iRllt+O+t�-L-� tltll +l1 • City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road /` �l�7�V q Atlantic Beach, Florida 32233-5445 •+ ` / Phone(904)247-5826 - Fax(904)247-5845 _A" 31�; E-mail: building-dept@coab.usDate routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ��/�oa J,Lives- �/¢,�i 7t Department review required Yes o Uildin Applicant: _ �/� �d n�y' C� anning &Zoni T. is rator Project:'*_� •�, �� ublic Work is Utilities ey Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIgATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDI PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: []Approved as revised. ❑Dead. 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 City of Atlantic Beach APPLICATION NUMBER �- Building DepartmentJq/V 1 (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Y` ZO�S &47iV 7 / Phone(904)247-5826 - Fax(904)247- r � 19 E-mail: building-dept@coab.us Date routed: `1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4�10d Jf IVB oOWI 21 A_. Department review required Yes No (� uildin _ �/ J �d n�y�f(C� anning &Zoni Applicant: is rator Project: n S ublic Work is Utilities 'PeMlmey Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: /,5— TREEADMIN. 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 rsiJv City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) " 800 Seminole Road ' Atlantic Beach, Florida 32233-5445 �� — C6 7W - 7 9 Phone(904)247-5826 - Fax(904)247-5845 '` E-mail: building-dept@coab.us Date routed: Ll 7 City web-site. http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 111,1040 =h A/4— Department review required Yes No gildin Applicant: _ ,�/�J �dn�y'�f,�CSyanning &Zoni Ti is rator Project: _ ,�; ublic Work T�T is Utilities ey Fire Services Review fee $ Dept Signature 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: YApproved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: `' Date: Z s 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 !.slr. City of Atlantic Beach ` D APPLICATION NUMBER ill Building Department (To be assigned by the Building Department.) 800 Seminole Road 'SAN 14 2015 /.3 - C'A - 7 9 Atlantic Beach, Florida 32233-54 Phone(904)247-5826 - Fax(9 -5845 j9. Phone E-mail: building-dept@coab.us Date routed: 7 City web-site: http://w\Aw.coab. is APPLICATION REVIEW AND TRACKING FORM Property Address: 1�Ql1a ���j/� � � De artment review required Yes No oo uildin Applicant: _ ,�/� Cam�y- ) anning &Zoni is rator Project: ,C, ,�� ublic Work is Utilities ey ILeryi S Review fee $ Dept Signature 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: Approved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:_ -/,5- TREE ADMIN. Second Review: ❑Approved as revised. []Denied. PUBLIC W Comments: PUBLIC UTILITI PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 bd '+ o o Y b b �• Q �p 00 J O� 11i ? W' N .-.• Q� c.h � W N �•-� � f�D n 't7 N.� rD fD sn O yPOLn V) cn c o a. ¢, CD o CD . CD o 'rs a a o o• M. o o co O o' o rn o °- a. - r' rACD 0 cr CD c d 00 _ C o aw t� Y CD N V PO CDD p t � ft ITI 'T1 � a C gi O a `D J Z CDD 0 V1 dq Q. d � � CD .a CD � r � fD 0 N "� O� CD CD CD v, n cCDcl. O � CDE;� CL r" oms 0 zn c- C; o' n 94 A C�3 Co c j CD 'Z7 ISO d n � O O G7 C� Ct7 v� v� o o o cu ,n o o w o 0 0 0 8 CD o •* .-, o z O .� M 'd vi CDco 9- r yrs 0 as *0 c� CD � `C EA cr O naq C w A CL C N O `n p' O cD � d O O 0 07 � O Uq O CD CD rA CD L fD b O d 'b' O E R � A> O R O H cr v 1 � ti r 0 A w N eD --1 Ln ,.� O oc.. �' d d n C'� ro t l /b Q Cn 9� n bd a �t o O o o CD 0-i CD CD oQ, 0 ,� F? a' o r Q � o 0 a � A O � 4 � .b a 0 0 0 0 -e e� r. W C" o A z i CD CD 0 10 0 o a°o P 0 s' `! ' a o CD � E ° z Z o rul p � O rr CD CD m QtQ st+ y O � ° g- 0CD 00 s ►b o � C CD �- o io `cr O � C4 r-L Zr 0 _ fDCZ � p R A �- CD CD o (7'TI CD 5o a Crl X z 0 Q. t7 Q 'vCD CD CD 0 0 ^ T3. o a CD r iu � CD CD CD o 0 Q o 4rD O 0 CD . C f a CD 0. _ K 0 0' o ° CD o 0 CD 0 z Q CD CD EIS Construction, Inc PO Box 600165 Jacksonville, FI. 32260 Atlantic Beach Country Club Mail Kiosk 1600 Selva Marina Dr. @ Dutton Island Access Atlantic Beach, FI. 32233 Simpson Connectors MSTA24 Straps ABU66Z Post base H2.5A Clips -2'4" 12' T 2'4"-t GJ6 21411 w GJ6 214" CJ5 1411 CJ5 AI A2 A Al CJ5 CJ5 m CJ6 2411 w � ti 0 II7 �1 F-= n DDm m DD M m F D z r z zZ -O r Z < � rn 7� -0 r D m n cn D Cl II7 'p co pm i(1 -+ Cl70 T- C z41. M N T- m D m m <O O Z S m D rn 3 � 70 DC, DZN ?0 � Okp w GN Nmmp ZO O -0 mom, 7-, m O w p� n r C) D r- N m m D m m LO m O DOD D C) �J Cl n 3 7� Dmz -0rnu' � O O wU' 0 20 3 � � T` O Dm N10 D 20 m D 70 -K D 20 — m M O- 27 O D -O UN D t r- --I7L1 zm 0 c m< 10N � O c� m < m 70 20 ?0 M <n r r 70O m3 � D -O0 m N � m D Z O O 3 itl � itl c Cl M rn D AATTENTION, CONTRACTORS CREWS AND FRAMERS Lumber Unlimited Is the respanslbiJty of the instnller(buS, buNdhg contractor,llcFR contractor, f�rf�_I erector ar erection contractor)to properly r meunlood,store,honde,nstall and brace metal plate corrected rood trussesto protect Ife and property.Refer to HIB-91 sunmary 0LWLJM1TE'5 51ePt far bor alt storage,monde ing,and Vstdlutioncre nstracuans Do not er or alter trus:es.any q,ntlos t or d tion or no:ho,m be many Ja Box 12267 to Lu+ner unlarced at 9a-ass-sa+o prior to erection or mmlPlcatiom of any trusses. JacFcsonvllle. FL 32209 Lumber Lknimited Is not liable for any'back charges'u ess approvwd by one of <904) 356-5440 our re resentatves before the work_'n' reatin the char a Is erform. T Y Alpine, an ITW Company 11mit IN'lAr, 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number:0 278 v �••'� '••,/'�f/�� Florida Certificate of Product Approval#FL 1999 Q �•'•� S�''• 4 Page 1 of I Document ID:1 VCF235-ZO419080238 • o. 648 s Truss Fabricator: Lunber Un I i mi ted 1k Job Identification: 42355-(EIS )1600 SELUA MARINA DR. D (42355-(EIS )1600 SELO HAIL Truss Count: 6 Model Code: Florida BuiIding Code 2010 %��`''. �` Q'•' Truss Criteria: FBC201 ORes/TPI-2007(STD) ',i' � 'C 1O'R......•'' ion Structural Engineer of Record: Alpine The � dent i identity the structural r structura I EOR did not exist as of 2. ����'ss Address: the seal date per section 61(315-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration 12/19/2014 Floor - N/A Wind - 130 NPH ASCE 7-10 -Open Obstructed Nate,: 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nust notch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss conponent drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load paraneters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nunber is preceded by: HCUSR235 Details: - # Ref Description Drawinng# Date 1 84220--A1 14353022 12/19/14 2 84221--A2 14353023 12/19/14 3 84222--EJ3 14353024 12/19/14 4 84223--HJ4 14353025 12/19/14 5 84224--CJ5 14353026 12/19/14 6 84225--CJ6 14353027 12/19/14 O+ m D rt - :E Om � r cow < r rt-0 O 7 - r3 Wc O O m A rt - "I r -- a ICT f O cr rt-0 c W g (� m AK m - - :r 3 CD 0 0 CD N �7 ZD -0 2m c O , 3' CD 0 0 N ^ QF II D C-)r, OC w•1��0, m 'O N < O'„ CD u — r-r- C-), C)C70 n PO CU O a (1 M UI as rt m N C3 W > 1D U AL co 3 3 « IA Na m x x x Q Z d 'Q X Z.'a —N rt 3 O,- AAA W < O O C a 'O O n N rt -� m N N N w O � o D r .� m ao CDrt (D .. .m 0 '1 - rt Ln rt -0v-0 rt o m O o O (D D r---j (A m CD c m + O j 4t*k� " N v �CD'0 OK �C) N rt \.�O w WNN N T Ma U u. 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U� O T w 00 - A (n \ A rt O N A N A Ui `t CITY OF ATLANTIC BEAQ3I j 800 SEMINOLE ROAD !� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-ELEC-401 Job Type: ELECTRIC ONLY Description: FOR MAIL KIOSK Estimated Value: Issue Date: 2/24/2015 Expiration Date: 8/23/2015 PROPERTY ADDRESS: Address: 1600 SELVA MARINA DR RE Number: 169399-0000 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS, LLC Address: 414 OLD HARD RD SUITE 502 GENERAL CONTRACTOR INFORMATION: Name: FIRST COAST ELECTRIC, LLC Address: P O BOX 60995 QA JERRY LEE ETTINGER, JR Phone: - - FEES: State Elec DBPR Surcharge $2.00 State Elec DCA Surcharge $2.00 Lighting Outlets, Including Fixtures $4.20 Trade Permit Base Fee $55.00 Total Payments: $63.20 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION #- CITY OF ATLANTIC BEACH I �� C� 1-I 800 Seminole Rd,Atlantic Beach,FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS:_1600 SELVA MARINA DRIVE PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ❑I Underground up Pole Residential(Main) Service #of Meters -0-100 amps 'Ll 101-150amps E-200amps -'Commercial(Main) Service El -0-100 amps 101-150amps -151-200amps Conductor Type Size Multi-Family(Main)Service ❑ #of Unit Meters 00-100 amps -101-150amps 1�200amps -Temporary Pole ❑ amps SERVICE UPGRADE < NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑ ❑ ❑ ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: I 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 - hp FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty volts/amps ff REPAIRS/MISCELLANEOUS $to Q(�p l a�)e ar l l0 lgtS ❑ Q� Mo►r) I'DSk Permit becomes void if work docs not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have and v..,..,.the same to be true and correct. All provisions of laws and ordinances QoverninR this work will be complied with whether . 3Fpc a tea or nee. t j,C},suit cots not tpvc authonty to violatC the provisions o1 any other state or local law regulation construction or the pertbrmance of ti,:^w^t1Ct16n. n fffice'ph;­-nzmf"Wft 7- 2D bid r, , a�K Son1�i IJPt�ro fit, < Ntate`:crti-c-+ onfRemstration 1V_nsir:�� C.ys`wl •r4 of TfI01�A$l ANDREWSIII NW . Sit --o' me this day of C r * , * My COMMISSION II FF 106136 EXPIRES:July 25,2018 Zi nCI A =t N otnry 1'ti til tc � 71Y, Thru BudgdNomry Servkee Ld I- Q 0 I c,� 0 I CITY OE ATLANTIC BEACH COVER SHEET Z 0 STRUCTURAL ENGINEERING - MAIL KIO '--' K i N 1.0 GENERAL NOTES 0 A. It is the intent of the Engineer of Record that his work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means and methods of constructing and shall do their work in conformance with all applicable codes and regulations. j N d B. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. r _G C. Contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, and pitches as maybe required SQUARE FOOTAGE INFORMATION DESIGN SPECIFICATIONS to attach and accommodate other work. D. These documents, as instruments of service, are the property of the Engineer of Record and may not be used or reproduced without expressed written consent by the Engineer of Record. CONDITIONED SPACE FIRST FLOOR N/A SF DESIGN CODES: E. All details shall be in accordance with instructions from manufacturer or designer. Z 2010 FLORIDA BUILDING CODE (FBC) - RESIDENTIAL, ASCE 7-10, 2005 F. The owner shall provide contractor with a soil investigation report and analysis. All requirements for site preparation and soil compaction specified in the soil report NDS, ACI, AIC, AWPA, APA, ICC 600-08 shall be followed unless additional more stringent requirements are specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration Z CONDITIONED SPACE SECOND FLOOR N/A SF information made available to the contractor. w uj ¢ M G. It is the contractor's sole responsibility to determine erection procedure and sequence to ensure the safety of the building and its component parts during erection. W U) � H OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS) H. Contractors shall be responsible for all temporary bracin that is required during construction to keep structure safe and plumb until the entire structure is in lace. Z cj of o v p CONDITIONED SPACE ADDITIONAL N/A SF P P y g q g P P P U u- rn Bracing shown on structural plans is for completed structure only. Z � N I- • DESIGN LOADS: 1. Design is void after one year from original date. W C° � o a UNCONDITIONED SPACE GARAGE N/A SF J. Do not scale. Use dimensions from architectural I- w `° w 0 plan. F" U) 5; O O ROOF TRUSS: K. Submittals for this project are reviewed only for general conformance with the design concept,and general compliance with the information given in the Contract 0 O pop Documents. It shall not 'Include review of quantities, dimensions, weights or gouges, fabrication Z 300 SF LL 20 PSF OP CHORD q g g g f processes, construction methods, coordination of the work with other ¢ Y ¢ UNENCLOSED SPACE (MAIL KIOSK) � � v, � o LL trades, or construction safety recautions, all of which are the sole responsibility of the Contractor. Review of a specific item shall not indicate acceptance of an LL 0 PSF BOTTOM CHORD y P P y P P cn ^ ¢ LL O assembly of which the item is a component. The Engineer shall not be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. U N -' DL 7 PSF OP CHORD 2.0 MATERIAL SPECIFICATIONS J r DL 10 PSF BOTTOM CHORD CAST-IN-PLACE CONCRETE: shall 'have a minimum design compressive strength (f c) of 2500 psi qt 28 days unless noted otherwise. All footings shall have a minimum design compressive strength of 2500 psi at 28 days. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, and testing shall be done in accordance with the requirements and application of ACI 301-05, " Specifications for Structural Concrete for Buildings". ROOF CONVENTIONAL FRAMING: CONCRETE MASONRY UNITS: shall Abe hollow unit masonry in accordance with ASTM C 90-08 "Hollow Load-Bearing Concrete Masonry Units" and shall have a minimum net LL 20 PSF RAFTERS area compressive strength of 2000 psi when using Type M or S mortar (ASTM C 270-08). In accordance with ACI 530-08 "Building Code Requirements and Specification LL 20 PSF CEILING JOISTS for Masonry Structures", the 2000 psi block in combination with Type M or S mortar provides a design compressive strength (f'm) of 1500 psi. GROUT: shall be in accordance with ASTM C 476-08 and shall have a maximum coarse aggregate size of 3/8" placed at an 8" to 11" slump and have a minimum GPSo. • b DL 10 PSF RAFTERS specified compressive strength of 2500 psi at 28 days when tested in accordance with ASTM C 1019-09. .�� �••°°° '•;� °�y� •. DL 10 PSF CEILING JOISTS REINFORCING STEEL: shall be in accordance with ASTM A615-08 minimum Grade 40, and conforming to ACI 301-05, ACI 315 ("Manual of Concrete Practice"), ACI 318-08 m \co ("Building Code Requirements for Structural Concrete"), and CRSI Manual of Standard Practice, 2009. d y ' 4 STRUCTURE HEIGHT �e N 0. 0 F STORIES DL 30 PSF ATTICS WITH STORAGE a and conform to AISC "Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings = �f DL 10 PSF ATTICS W/O STORAGE STRUCTURAL PIPE ANDSTRUCTURALTUBING: shall be ASTM A500-07 (Grade B). C�1 p, WELDED WIRE FABRIC (WWF): shall be ASTM A185-07. do 1� o C � MAXIMUM HEIGHT OF STRUCTURE (FT) 15 FLOORS: ANCHOR BOLTS AND THREADED RODS: shall be in accordance with ASTM A 307-07 or ASTM F 1554-07 Grade 36. co LL 40 PSF OP CHORD WASHERS: shall be in accordance with ASTM F 436-09 Grade 36. °'d� 0° NUTS: shall be in accordance with ASTM A 563 Grade A Hex. •';° • �G` J NUMBER OF STORIES 1 LL 0 PSF BOTTOM CHORD ANCHORING ADHESIVE: shall be one of the following products (DUAL CARTRIDGE INSTALLATION ONLY): Oil UF,i® � Simpson Strong-Tie Co., Product: Epoxy-Tie SET DL 10 PSF TOP CHORD Simpson Strong-Tie Co., Product: Acrylic-Tie AT DL 5 PSF B )TTOM CHORD METAL CONNECTORS: All metal connectors which are exposed to moisture shall be galvanized (ASTM A 153-05), Z-MAX, or stainless steel. FLOOD ZONE: X 2.23 WOOD A. All wood members exposed to weather or in contact with masonry, concrete, or soil shall be pressure-treated. B. All framing anchors and connectors shall be Simpson or equal. TYPE OF CONSTRUCTION C. All prefabricated structural trusses shall be certified by the truss manufacturer's registered engineer. 2.2324 FASTENINGS All framing anchors and connectors shall be manufactured by Simpson or equal unless otherwise"noted, All metal connections and fabrications shall comply with AISC specifications. (n ' TYPE V-B Nail fasteners shall be common nails UNO. LI_I 2.2307.1 SILLS ON CONCRETE UNPROTECTED Where sills on concrete are used, typical anchor bolts shall have a minimum diameter of 1/2" w/ 3x3x1/4 minimum washer and a minimum embedment of 7" in concrete. Anchor bolts are required at the following locations: 0 ` A minimum of (1) anchor bolt shall be provided within 6 to 12 inches of each end of each plate and a minimum of (2) anchor bolts per plate. z • UNSPRINKLERED Anchor bolts shall be located within 12" of corners and openings & at maximum spacings of 24 oc. 3.0 CONSTRUCTION SPECIFICATIONS __J 3.18 FOOTINGS AND FOUNDATIONS <C A. Footings and Foundations shall be in accordance with FBC - Residential Chapter 4. This design has been completed in accordance with 9 P 9 P Pertinent standards and � accepted engineering design procedures, and is based on the best available Information at the time of completion. The design is intended to minimize differential LLJ movement resulting from the heaving of expansive soils or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any z subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing I�f of partitions above floor slabs, finish work above floor slabs, etc. U MATERIAL INFORMATION B. Footings shall bear upon undisturbed soil or upon soil compacted to a minimum of 95% of Modified Proctor Maximum Dry Density for a depth of at least (2) feet U below footing. "U�d z C. Fill under concrete slabs shall be clean, free of debris and other deleterious materials. Fill shall be compacted to a minimum of 957. of Modified Proctor Maximum ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 9 Dry Density (ASTM D1557-07). �z FLORIDA BUILDING CODE - RESIDENTIAL D. Fill shall be treated with termite protection before slab Is placed or Borate applied to wood framing above slab. L1J 0 E. A concrete slab-on-grade used in conjunction with the exterior stemwall foundation, shall have minimum 6x6 W1.4xW1.4 welded wire fabric (WWF) or fiber reinforcement �J U In the slab and the slab shall be keyed into or tied into the foundation. _ F. The top of a monolithic slab-on-grade shall be at least 8 inches above finished grade. The slab shall have minimum 6x6 W1.4xW1.4 WWF at mid-height or synthetic (n fiber reinforcement. A double layer of WWF 3 feet wide shall be provided around the 'perimeter of the slab for no synthetic fiber reinforcement. G. Vapor barrier shall consist of minimum 6 mil. polyethylene. � Z H. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. Contractor shall report any differing LLJ O conditions to the Engineer of Record prior to commencing work. > U 3.19 CONCRETE 0 A. Concrete and Steel Reinforcement shall be in accordance with FBC-Building Chapter 19. C) W Minimum concrete cover shall be as follows: Concrete cast against and permanently exposed to earth 3" WIND ZONE INFORMATION COMPONENTS CLADDING PRESSURES Concrete exposed to earth or weather: #6 - #18 bars 2", #5 bars or smaller 11/2" Concrete not exposed to weather or earth: primary reinforcement for beams and columns 1 1/2" B. All continuous reinforcing steel in beams, columns, and footings shall be lapped a minimum of 36 bar diameters or 25", whichever is greater. C. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" lap (UNO). 3.21 MASONRY NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, 1, Masonry construction shall be in accordance with FBC-Building Chapter 21 and in 'accordance with the Specifications for Masonry Structures ACI 530.1=08. ACI limits AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2010 the grout lift height to 12 ft and requires a 1-hour initial set time between lifts. EDITION OF THE FLORIDA BUILDING CODE WIND ZONE INFORMATION FBC 2010 2. For masonry construction, provide pre-cast concrete lintels over all openings (UNO). Lintels shall be of sufficient size and reinforcement for the given span loading r-) conditions. ry THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION 3.2308 VERTICAL FRAMING WOOD 0 COMPONENTS & CLADDING PRESSURES Use 2x studs for all exterior and interior walls U.N.O. in these plans. Space studs 0 16" o.c. at all exterior, interior bearing walls, interior shear walls, and ® 16" o.c. at -i PSF all interior non-bearing walls. LL_, Use SPF #2 (or better) top plates and PT SPF #2 (or better) sill plates. SIZE INTERIOR ZONES END ZONES Wall sheathing shall be min 7/16" APA rated sheathing. + + _ _ • 3.2319 ROOF AND CEILING FRAMING BUILDING: OPEN STRUCTURE U m U 0-20 sf 21.1 22.9 21.1 27.6 1. Roof and Ceiling Framing shall be in accordance with FBC Residential Chapter 8. Prefabricated structural trusses shall comply with NFPA National Design Q Q Specifications for Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC. All prefabricated wood trusses shall be fastened to • ULTIMATE DESIGN WIND SPEED (MPH - Vult) 130 21-50 sf 19.7 21.7 19.7 24.9 their supporting walls or beams with hurricane ties or anchors. W -I W 2. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses. m U m 51-100sf 18.8 20.6 18.8 22.9 3. The contractor shall approve fabrication and installation drawings showing size, shape, and layout, • NOMINAL DESIGN WIND SPEED (MPH - Vasd) 101 3.2322 ROOF SHEATHING U >_ U > 100 sf 16.5 18.3 16.5 18.3 Use 7/16" (specific gravity>0.49 (Douglas-Fir, Southern Pine)) Rated Structural Sheathing (or 4-ply 15/32" CDX Tile Roofs) with fastening schedule as follows: • BUILDING RISK CATEGORY II Use 8d ringshank nails ® 6" o.c. edges and 12" o.c. field interior zone; uno. F-- � F_Use 8d ringshank nails ® 6" o.c. edges and 6" o.c. field perimeter zone within 4 feet of roof edges & either side roof peak; z z Use 8d ringshank nails 0 4" o.c. edges and 4" o.c. field at gable ends. < < • WIND EXPOSURE CATEGORY C I ::) DIMENSION OF END ZONE IN FT. 4.0 3.2313.4 GABLE ENDWALLS 0 END ZONE IS LOCATED AT BUILDING CORNERS Provide platform framing in attic or balloon frame wall studs at all gable ends. U Q • INTERNAL PRESSURE COEFFICIENT GCpi (+/-) OTOO DRAWN BY DVL DATE 01 -08-15 SCALE SCALE DESIGNED BY DVL JOB NO. 150108 SHEET NO S1 w Q 0 0 25-2" 22'-0" z F O — 1'4'-5" 2-7— —1 52 F- 2'-7" �i 1/ " SHEATHING � N 5"x1 (2) 1.71.875" LVL 0 NI HIHLd A SIDING ❑ - - ) MSTA24 STRAPS ❑ 0 Bf�ICK BASE I Lo CNTO TRUSS BLOCKING N 24"x24"02" CONC L 6005162-33 STUDS & i _ _ ABOVE TYP I FTG W/ (3) #4 EA ATTACH W/ (2) #8 TO —� I— WAY TYP I— w N "o y_{�+ 60OT124 33 TRACK & TRACK TO CONC W/ 0,145 6x6 SYP2 I EDGE OF 4 J � i PAFs 0 12" 0 C TYP BEAM TYP CONC SLAB II 6:12 II IwIIB / IwI F m I USPS MAILBOXES I m ( I I EDGE OF _6 12 6-12� 00 o l I I ^ I I I 52 , ,— 1 4" SLAB z `D °O X CO 4 I J 6x6 SYP2 POST W/ J o I ( I ( N ABU66 & 5/8" ANCHOR w Q M 6:12 I I Nl ( I EMBED 7" MIN TYP I I ,M F W o w II I — — — — I I �� — —� �— —F- - 1— 52 zo � o � o - - � — I I �-G - -I I- -ISI- - {� I zNpc�� z 14'-5 r w =; co w CD :� cn ^U i O � z v ¢ = (2) 1.pill. t 9:01 —75"x11.875" LVL I ¢ ¢ u. Q otS ^ U O w N N -10 4--1 1 4-81' ` 4'-11" 3'-10 U N ;+ I I 1 11 % I -- — — — — — — — — I 7r 7r 24%24"x12" CONC J r 2'-4° 2'-0° 16'-6" 2'-0" 2'-4" 6x6 SYP2 POST W/ ABU66 & 5/8" F FTG W/ (3) #4 EA 11 ANCHOR 7 MIN WAY TYP EMBED TYP 52 ROOF PLAN STRUCTURAL PLAN FOUNDATION PLAN 1 /4„=1 ,—O„ 1 /4„=1 ,—O„ 1 /4))=l $-01) s��Ps ��'j +� TRUSS SYSTEM �® e e °�g t o' :<V rn a Q w'o O p pa METAL ROOFING OVER (2) ' _ tr 'w �.� STRUCTURAL PLAN NOTES: d (- LAYERS 30# FELT & 5/8" CDX "--� d PLYWOOD 1. EXTERIOR POSTS TO BEAMS W 2 MSTA24 STRAPS. 4" CONCRETE SLAB W/ 6x6 ` , °� co I'D` / ( ) W 1 .4xW 1 .4 WWM OR �y C ij FIBERME5t1 ��.� •� I� 2. INTERIOR POSTS TO TRUSS BLOCKING W/ (2) MSTA24 STRAPS. 12 (2) 2x6 SYP2 BLOCKING ATTACH TO BOTTOM CHORDS W/ (3) 16d //� /D 6 EA END. 8 (1) H2.5A CLIP �/��/ � ' • ' � � 3. ROOF TRUSS CONNECTION: //\�//i \ VAPOR BARRIER a, ALL TRUSSES ..........(1) H2.5A CLIPS TO BEAM, '� ��/� /� (I) #4 CONT 4. ROOF SHEATHING SHALL BE APA RATED 5/8" MIN CDX & ATTACH 8" W/ 8d RINGSHANK NAILS SPACING © 4" o/c FIELD & 4" o/c EDGES F TURNED DOWN EDGE FOOTING TOP OF BEAM BEAM PER 9,_$, 52 SCALE: 3/4"= P-0" STRUCTURAL PLAN 1-1/2" 20 GA METAL STUDS 1/2" EXT PLYWOOD'SHEATHING 1/2" MOISTURE RESISTANT GYP 1/2" AZAK TRIM OR EQUAL BOARD z - - I z DECORATIVE BRACKET TOP OF ROOF TOP OF ROOF n 14'-4" 14'-4" Z _1 Q Q U U c~n BEARING HT, ,rBEARING HT. Z 6x6 SYP2 COL 9'-8" 9'-8" o Q ry 2'-0" 00 1— V) U) w 6" 20 GA METAL STUD r FRAMING WRAP COL p p p p p p p. p p p N to o p SIERRA LAP PRIMED PLUS ° '° ° e a ° e p. a p e p O e. p o p e O "NICHIHA" SIDING ATTACHED TO o e o < a e a a o a " p p p o p p p p 1/2 PLYWOOD SHEATHINGop ooFIE FINISHED FLOOR , FINISHED FLOOR FEW 0'-0" so O --i LL- SIDE ELEVATION TYPICAL FRONT ELEVATION TYPICAL ABU66 & 5/8" ANCHOR 1 /4"=1 '—0" 1 /4"=1 '—0" BRICK SOLDIER 'COURSE U m U Q � Q LW _J W 4" CONC SLAB m U m FINISHED FLOOR U }-- U a.. Q z Q I�I_ I�—��I;III-1 i 1-1 I 1=1 I 1=1_=1 I I • •d:• a • . •. • • I = I = � o � _ I I,;I I_I= 11=1 4 , d d I I 11=1 , Q u Q —111 �_ 11111 . .g :• ,' •d • ; aI• . 'I I II1 DRAWN BY DVL Ill I I °.. d dll_ DTE -11 =1 I 1=1_II ,I 01 -08-15 ISCALE - -III=III=III-111_III—III— SCALE TYPICAL WALL SECTION DESIGNED BY 1 /4"=1 '-0" DVL JOB NO. 150108 SHEET NO S2 (13.8) I EUTHENICS / STUDIO i / LAND ARCHITECTURE ca-e-nw1n r-Larwlrr URBAN DE513N 1 I / 904746 6119 ,11' Wll-,'E GOLF / kge011maa1 a352n Haat CART PATH / FLORIDA REG. NO., GEORGIA REG.NO.668ba 7 4 TcE i ILI ,' WID= CGNr- 51DEWaL �� t (i 2.0) AL �� r ENTRY ----- �� ( 5UNKE ING <u COMPLEX f i ( LU ttl- ILI U L e� 7 FLuI ua PLANTING \ _ O IS' CAF?T PATH \\ FROM {3 G2EEN i GOLF GAT C;2IPT /// � IL ,rte, 0JS G. ! �/�, —MAGIO < (FlAVER510'IL X 24" S4lcci' FITL 2 IPAF�K,ING. - _ -� MAIL SITE — — — - FIFE GATE \ ��; � `�-' — —. --- ____ F'L.^.^-.PI AP LF CCUFa I- PATS Or 8' GOLF CGURSE Ir2r IGATION MMPI Fvc \� — ' \ ✓ �—L OC CATION OCT 3 R 21,7914 8' WIDE CONCRETE� --__.---- --� 20' VIDE UTILITY EABEM'EPIT -J-89 CA2T P,4TH I - 10, Co tiQr2TH (12.0) 1 DI -5 c= 6 f l I (13.8) (10.3) EUTHENICS STUDIO }g 9 LAND ARCHITECTURE INC URBAN DESIGN P 5' WIDE GOLF 3 ^_ W< tae 9 621 904 241 8382 fex 7 / �s,.� � � CART kellmae�comcaetnet PATH FLORIVA REG. 110,1160 GEOR'IA REC NO.660 / 01 aHAL / i (71 9) 4 T EFF ` -:t' IUID= CON- ---------- oNG_----- L _> L /� Ei!T?Y COMPLEX <£ _ r CL T LLI F�;A aai [ �1 0. PLANTING a CART PATH f2EEN GOLF CART FROM 13 G �` / MAIL i<IOS< GROSSING / (8' h 24` eT nTL ® CPAVERS) � �2 P.4?:l NG SPACES \� MAIL ` SITE GATE / / \ ��� — _ _ _ — — PLAN L.20O5-GOURIRRIGATION MAIN \`\ LOCATION PIFE SION5Bzr,z014 A V WIDE CONGP.E'rE �''�_---- 20' WIDE UTILITY EASEMENT E xAL'c CART PATH f' = 10, �219 r 5NORTH 4EET DI -5 eF H. 1 i EUTHENICS STUDIO LANClom� RCHIPLAWUWG 1 8' WIDE GOLF / "'AN )E51GN �CART PATI{ W4 246 6219 kaOl4 241 c8362 fax (11.0) LOQ 13i FLORIDA REG. NO.I" GEOR'IA REG.NO.668 1 / 70 .4 TE-EIC I / � TE WIDE cONc.�` U r DUB IKE RINI- Q GATE �`� \�� �' \ I� J \\ \\ u ll U Z (12.5) c �D• d Q PL^-.NTINC-. fo` FLUS k � a GURU ( I 7 } GOL= CART a G, R— n F?OM a"3 A'HE GLOSSING / �. I! ;:IOS'G Gr•— N CP4vERSJ / SPACES \ GATE MAIL SI1TETE iGI _ \\ PLAN APPROXIMATE PATH C= a, \� GOLF COURSE IRRIGATION MAIN --- —- ---- -- ---=/ \/ Pvc LOCATION —�cD PIPE C-CT05ER 21,2014 21 WIDE CONCRETE —� 2ID' WIDE UTILITY EASENE IT x L= i3 021 9 CAR`f ;PATI{ - (12.0) IE I - 10