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RC-15-1163 � •� . w.�� ! ah t,. ,,'�.`v. .'`��f d{ �r� .."{•�,�uP�_sr� ,�tt ` ��i•'�ip�.�.,a: t �^ A a t •r - .�a� k� e�1M4 -�i n' r 4 f ;�. ,_�a`.. "��,;�.ti�°°` - -S� x`44 f5"9e '+� " � �� eP ..c.Sr�Hyc� 1iM.,. c:. r .f,,„y ��v ,�'@' �'h:A#•+'' �:r .�,,;,T ,75`. ,��, �i� 9 aJd y. �°'�•,`+: a lard' ..� { ',. ”` - ;:�:^ F'".�A* '.'~ � '' 'i... "r ;°•v� .V+a r t'T`..-r•.�'s•� 1•.; 'va •'-, ;:> .. .,� e7 ..�`-e' o- .,� t( ' ,.• k"fX ,t a>5'�-" �.':`• 'f!`r r;' -i•"�' un fe+ ah"�-�'!. , � :5 •a,,.. Oyu*'. E„e` ,@41.- a.'3t 'aeG -' „.S`. �S=*C-: _z5: � jj•''>.''T.`2 fib'' -',�.Y 'B:s.Yt4'�' '-• 4�''a .1.`f..- `.�.,R??.w. +'.. '", r; l „ ,, �s_� �tr..•r r, .� ;fix g f i; Y c �+ a. a � `° trr +h' a,C y a, , .Jv+� '+!-,,.'4��ct'� o-"Er�•ti� "$- �1�n [�'�lF � .�+ Yc•i; a r.+.l'#�•:- `e�.��•.,. v '.._._`� .E�" -e e. i (T' ; —`•0�.. ,:1,, �`., .•n..=-.s2t, eaa s.,..-�.s�,+-hit`. �, td's' .Ear•'�4"s` ��;- - - .. , r�j 4F : Certificate of Completion , Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 ' a r �. Tel: 305-795-2204 Fax: 305-756-8972 k� Building Inspection Department a µ P This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in ' " compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: y"'r f ,'dfi Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-5-15-1163 '°� '��,�1Z •��`�lei" x , Owner MICHAEL JOSPEH NUNZIATA Contractor SLOAN CONSULTING INC ¢ x Subdivision/Project NONE Date Issued 09/13/201621 s Occupancy" " n ' a3 _- yrt Construction TypeVt Load N1A �� < ,�r ° Occupancy 4i Square Footage 950Type R-3r 9�C''�,a ar Awl ' Description of INTERIOR RENOVATION Applicable Code ' Work 2014 FLORIDA BUILDING CODE •P'u" a •�•: Location Flood Zone X F.F.E N/A x 1201 NE 101 ST fi1-, Miami Shores FL 33138 0 N. y # /3 24 f �:L r - ..I. nmM Building Officials Approval Ismael Naranjo, Inc . �� Not Transferable ;-Y- l /� M," POST IN A CONSPICUOUS PLACE l r N. .-r. - -�•:-*v• _ _ _ ,R- �� 11. �'" '" "r...:O�" ,�•.:-'ad�•i 1,C, �. 1�L'�i' t).i!ca�,�i.r•�.t'v,.' , ?"l..'}'� R•M:�.:a' r e_..4».�.iFh'ai 7' .,r •{. iF 7'�i_E�'OYr''.'.-'GY'r+x'�''�;`r':"i5t,•? •7^ e2-.r,`-i�' n^",.-?R^a''•!,9 �t 4�i'�'"�3 {.. •:Y ti- a�. ` ++a „a "r �y--:e.:• �'_Tp. t .,g.w. ?.c'•G. '.e- 1. 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'� 5 s y7a ..,(! ► a t. a+ r!'a Ry�y Il°t�4.• + t'�`�)'>, r;^�� ti `, e a i�. %I C?�"_Na 4 ,� t e 5 �,�4`� � 1 9 Jh�tt.�s fF1°+•R yr • I'S'S. � i5 �+''i x� f,4 /befit 'i 0a, +113•�+, " U� b d E'R at,'.d0'yd�t:« 't�+ R*IaP.e,�:"•:,1Ia� r ��? �s r�rtl.�, ai� E�es4.- � �+S �q �--e • } b � � Y. 1♦ 1'�Y' � ik1' i" �. of �� -F'-q^: 'i •�^ � G. ��3'�:.sr-a. r-.6•°0� �I; •r'�'`'.-r L K as' 0 1'�,.--.�..i, J" �',. i j� �1 A s� T Ito , 45,®0 0 ®'i^ �'�lU2w <�(e��SC�-��1� 1-� r_ �j�Z ;�5� - ve 0 ��""''-Cow, �DhA a `J C—A5510S �u .S C { I)e I love Miami shores Village Building Department OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 PERMIT# Fax: (305)756.8972 �Gis- � t(03 CERTIFICATE OF OCCUPANCY/COMPLETION ` CHECK LIST Ml (ding permit card. 0' Surveys2 copies) Final as built-Required Items: Elevations of buildings showing all intended ( P ) � 9 9 setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces,Wheel stops,stripping,and all paving to exterior. ❑ Certificate of Elevation-(Sealed by surveyor).Expiration date required on the form. L� rtificate of Insulation. 011' Certificate of Soil Treatment(Final treatment-orinal)1 694-P Yv r -00 f / CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank,approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) ❑ Final certification letter from the Engineer/Architect(on masonry,trusses, special structure,etc) ❑ Backflow preventor certificate(Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO(Up to 90 days max)$75.00. • Residential CO$150.00 • Residential CC$50.00 • Commercial CO and CC$200.00 1 INSPECTION RECORD POST ON SITE jos Miami Shores Village Permit NO. RC-5-15-1163 Permit hype:Residential Construction 10050 N.E.2nd Avenue „ un a■ M ¢ Miami Shores,FL 33138-0000 tW,carfrCl siPcatfon:Addition/Alteration Phone: (305)795-2204 Fax: (305)756-8972 ~ ORtDp' B Issue Date. 1 011 4/2 0 1 5 ® pires: 04/11/2016 3 : 3p.�. Ex INSPECTION REQUESTS: . 306)7624949 or Log on at https:l/bidg.miamishoresvillage.comicap REQUESTS ARE ACCEPTED DURING 8:36AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day Inspections. Residential Construction Parcel #:1132060171470 Owner's Name:MICHAEL JOSPEH NUNZIATAT� Owner's Phone: (352)682-8303 Job Address: 1201 NF 101 Street Total Square Feet: 950 Miami Shor c, FL . 1 8- 608 Bond Number: Total Job Valuation: $ 83,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, Contractor(s) Phone Prima Contractor 7:30AM-6:OOPM.NO WORK IS ALLOWED ON rY SUNDAY OR HOLIDAYS. SLOAN CONSULTING INC (954)972-3202 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON F/R-ID/AY®. q ��j f� 6va1 CZ� C.L•-� 1 ® � L �LtLAIS NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL PLUMBING INSPECTION OATE IN P INSPECTION GATE INSP INSPECTION DATEt-NS Foundation Zoning Final ( (J Stemwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) / / ® .fir 2nd Rough Columns(2nd Lift) Top Out Tie Beam DZ/ / Fire Sprinklers 01 Truss/Rafters /�' Septic Tank Roof Sheathing 0J Sewer Hook-up Bucks Ii Roof Drains •- Windows/Doors ELECTRICAL Gas Interior Framing �- INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Tem ora Lawn Sprinklers Drywall �°T' ;`� Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath V/ Pool Wet Niche Backflow Preventor Pool Steel _ Underground Interceptor Pool Deck Footer Ground Catch Basins Final Poral Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Roug Shutters Attachment Cable Firtsi, Final Shutters Intercom Rough Rails and Guardrail's Intercom Final ADA compliance Alarm Rough INSPECTION DATE INSP ((4 Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert irucrmw c-WKEWT9 Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm Oct.08/RV 8/31/09 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-263962 Permit Number: RC-5-15-1163 Inspection Date: July 22, 2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: NUNZIATA, MICHAEL JOSPEH Work Classification: Addition/Alteration Job Address:1201 NE 101 Street Miami Shores, FL 33138-2608 Phone Number (352)682-8303 Parcel Number 1132060171470 Project: <NONE> Contractor: SLOAN CONSULTING INC Phone: (954)972-3202 Building Department Comments NEW 204 SF ADDITION, KITCHEN REMODEL, NEW 1/2 Infractio Passed Comments BATH, EXPANSION OF EXISTING BATH, NEW A/C, NEW INSPECTOR COMMENTS False WINDOWS AND DOORS. Inspector Comments Pass4A- 1 Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 22,2016 Page 1 of 1 GENERAL LEGEND: LEGAL DESCRIPTION: AF =ALUMINUM FENCE LOT 8 LESS THE EAST 45'AND LOT 9, BLOCK BCR =BROWARD COUNTY RECORDS 185,OF"BAY BREEZE SECTION"ACCORDING TO BM =BENCHMARK THE PLAT THEREOF,AS RECORDED IN PLAT CB =CATCH BASIN °G BOOK 42, PAGE 25 OF THE PUBLIC RECORDS OF C/L =CENTERLINE 3?s FIP NO 1 2" . MIAMI-DADE COUNTY, FLORIDA. CLF =CHAINLINK FENCE CLP =CONCRETE LIGHT POLE // 30, 4'AF 83.72' oJ FOUND — CBS =CONCRETE BLOCK STRUCTURE ' ; T _ _5'U.E. _ _ _TCS LL g0° Li CONC =CONCRETE ' '0. o C/S =CONCRETE SLAB '" vs ti DE =DRAINAGE EASEMENT % ! o�91$y �3y D =DELTA(CENTRAL ANGLE) ��pc 3'x3' 4'x3' r ��°0o`�1$y ye��°; �,°G��$ E EAST 33, .: �8• A/C ASC / I e� ��°�$ I CERTIFICATIONS: ELEV. =ELEVATION / [_-]Do � X 0.00' =EXISTING ELEVATION j 4'AF 23.0' r I I MICHAEL JOSEPH NUNZIATA & EOP =EDGE OF PAVEMENTA. / colvc EMILY ANN PERRINE EOW =EDGE OF WATER �Q e -DRIVEWAY N a I z NOTE FF =FINISHED FLOOR 6 0, M, ,• 4'ALUMINUM FENCE IN 5'U.E. FH =FIRE_HYDRANT 2�p0 / �. N CONC, w FN =FOUND NAIL k/�C ;/ r p2 CONC WALK 6 0•w ci SLAB I R 0 INV s-9RI,/ERT Q� 1 h TILE O „ ,: a •••• • •� �Qnh / STEP b) wz, �� ` O M 0000 : ••0• :0.00 ••• VIP –'f-POUND I�,Z0Alb4PE // a, p o o w „ :..14.1• J • • • • ` �7R .•�UNDIRbNRbD �N / ?3r PLANTER owLL�, T� � , 0000•• •i• `FND •=FaUNDIt�AILAIt�DDISC oQ �w Fw • • • • ••� • • •• / �� 17.0' m wLL m JUL0000•• • •• • L -ARC LErldfA / CO)� ° 3 0.7' O � ••• • •••• •• • / 0= CHIMNEY � O WOOD " �� • • 14DCR �IVIIAMI DAM-MUNTY RECORDS ¢� 3 STEPS •• •• 09:0 ••••• / •� 01 J I 00.0.0 0000 ••••• •• •• 0000 0000•• p 0.�. �„ ••• i =NQRTH 0000 I � 22.6' q BY- •0000• i••••• 0000• jV/D -:-"AIL ANM.Dj§p • • • / / of 17.6' � 13.6' � 0000 • • i••• •• •VF METAL Fga(;F.• / / PLANTER • ,. TILE •••••• • • 000 ,)RB ..=OFFICIA6�QRDS BOOK STEPS i �t� �,ry ••.:.• •• •••• • CO • O/S : .QWSET• •• N tj •• • ••• • • • • WALK w M - S �' ! .00.••• 0000 0000 ••• ?B •il'lAT BOW • .:� Qy'•' �-,i � s d: • • PBCR••w.gA•L.M BEACH RECORDS / .60�y 3'CBS WALL 9a. SURVEYORS NOTES: 0000 PC =POINT OF CURVATURE ail FIP 1/Z PRM 133.24"'. •. FIP 1/2" s i r v< • ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PG =PAGE / NO I.D. w/M _ r j NO I.D. " ' PLAT AND ARE AS MEASURED. POB =POINT OF BEGINNING �s'coNc sNv � 7r POC =POINT OF COMMENCEMENT ' a � LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS PVCF =PLASTIC FENCE o OTHERWISE NOTED. R =RADIUS / RNV =RIGHT OF WAY ti's'° 's "` NO UNDERGROUND IMPROVEMENTS LOCATED S =SOUTH / EXCEPT AS SHOWN. SNV =SIDEWALK10 __ ;.L•.. H� D/5TE SIR =SET 1/2"IRON ROD ;/ N.E.22'ASPPHH ALT ROADWAY ST STREET �i---� THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT SND =SET NAIL&DISC '------ — -- -- -------- ---------------- -- a8� 100' 100'RAN(TOTAL) 6 OF A TITLE COMMITMENT THEREFOR THE ONLY _ , UE =UTILITY EASEMENT I SURVEY MATTERS SHOWN ARE PER THE RECORD UP =UTILITY POLE ` �F I i PLAT.THERE MAY BE ADDITIONAL MATTERS OF W =WEST RECORD, NOT SHOWN WHICH CAN BE FOUND IN THE W/F =WOOD FENCE „- - 1 I I ALL FEDERAL I PUBLIC RECORDS OF THE CORRESPONDING COUNTY W/M =WATER METER ,^,r , ��r,,;! �,Tlmis OF RECORD. NAVD= NORTH AMERICAN VERTICAL DATUM OF 1988 NGVD=NATIONAL GEODETIC VERTICAL DATUM OF 1929 THE FLOOD ZONE DATUM SHOWN BELOW IS REFERENCED TO 1929 FLOOD ZONE DATA: REVISIONS: DATE: SCALE: 1"=30' THIS SURVEYS MEETS THE STANDARDS OF PRACTICE AS SET Boundary Survey FORTH BY THE ORI BOARD OF PROFESSIONAL SURVEYORS ,ALL OU SURVEYORS ZONE: X NIA FIELD LOCATION OF IMPROVEMENTS 12/15/2014 CADD: LJ AND MAPPER R 5J-17, FLORIDA ADMINISTRATIVE CODE. NFLICE: PROPERTY ADDRESS: O 1201 NE 101 STREET, COMMUNITY M 120652 UPDATED/AS-BUILT SURVEY 07/08/2016 CHECKED BY:JSP O� RS MIAMI, FL.33138 JULIO S. PITA. PSM.,STATE OF FLORIDA ICENSE NO.6677 PANEL&SUFFIX: 0306 L INVOICE IM 16-43648 PROFESSIONAL SURVEYOR AND MAPPER LS 5789 (954)777-4 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SOUTH UNI 7n-27o IVr=RSrffTY DR DATE OF FIRM:9/11/09 SHEET# 1 OF 1 DA�VIE,FLORIDA 33328 SUITE 21E SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. M n Miami-Dade County Building Department 11805 S.W.26 Street, Miami,FL 33175-2474 www.miamidade.gov/building ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: k C I � —116 Project Name: Avv►2iata I0fi i SCC -A A i t ii �D L'x(sii Job Address: J Z D 1 11/t= 1$f Sf STATEMENT OF COMPLIANCE We,the undersigned,hereby certify that the ENERGY,SOUND AND IMPACT INSULATION has been installed in the above referenced project,in compliance with the latest edition of the FLORIDA BUILDING CODE.the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice.The insulation furnished and installed has the characteristics shown below:(check only applicable boxes). 1) Exterior CBS Walls Insulation:R- -Z (Min.):Material: rO ) Thickness: inch(es):Density: Ib/ft:Mfgr: 2) Exterior Frame/Metal Stud Walls:R- (Min.):Material: Thickness: inch(es):Density: lb/ft:Mfgr: 3) Exterior solid concrete walls:R- (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr: 4) Interior walls separating A/C from non A/C spaces insulation:R- (Min.) Material: ;Thickness: inch(es);Density: lb/ft 5) MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON(Party)walls to two separate conditioned tenancies shall be insulated to a minimum of R-I I for frame walls,and to R-3 on both sides of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.1.1,on page 13.74,latest edition.These"minimum levels of insulation",are not included in the Energy Calculations,but shall be installed in the field. V/6) CeilinginsulatiprlR- (Min.);Material: Thickness:�,inch(es): Density: Ib/ft:Mfgr: 1 7) Walls,partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls,corridors,stairs,etc.must have a sound transmission class(STC)of not less than 50(penetrations must maintain the required rating). 1 8) Floor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls,corridors, stairs,etc.must have an impact insulation class(ITC)rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. Installed by: Insulation Company Name Insulation Contractor Signature Insulation Contractor CC# Date Certifi O.C./Builder: 6et� 5ACJ70t �-- Company Nam/e�� )] G. ./Builder's Signature Building Contractor CC#: _ oah I T�►� 11'1 C. Date Certified: 0012 1// Note:For lightweight Insulating concrete,use appropriate forms,separate from this one. Revised 02-26-2009 -A *ADWW. A GE Pest Related Services Pre-Construction Termite Treatment 1-800-698-7998 License #4439 Property Information y— Builder / Contractor Information C, 9 Treatment Date� �/ � Time: / Name of Builder Lot Block Shell Contractor Subdivision �Name Construction Type zea/ y ,5 t Street Address (if known) Monolithic Floating/Stemwall J A,`I- /t/" -/ Patio EntryDriveway City State Zip Owner Name(if known) Product / Treatment Information Treatment Type (Must check one): Initial Under-Slab✓Supplemental Wood Treatment—Final Product applied: Bifenthrin Bora-Care Other Concentration: % Mixed Product Applied: _Gallons Square feet treated: 1110 Linear feet treated: If box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws establish,qd by the Florida Department of Agriculture and Consumer Services. Ap ' ator's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs. We offer discounts to our Termite renewal customers! Call 1-800-698-7998 for more information. 2800 NW 22nd Terrace, Pompano Beach, FL 33069 (954) 968-7717 fax(954) 968-2922 . ��,,��.\ Miami Shores Village 7BY: T ul ®®��`��O 9 2016 ®�\ Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 (t FBC 20 1%t BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [SHOP A CONTRACTOR DRAWINGS /� JOB ADDRESS: 1 Zp 1 A ti 401 si X440 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): VW I4fJJ2X I. tuyQ tocla' Phone#: 3�2 6o � �l V 3 Address: "� 4 Z0(( Nu- 10154 shelf City: vel(R&M 1 S ibs State: f Zip: 3313d Tenant/Lessee Name: Phone#: Email: )mV1V�Z,l�t�� d � t • � SSibs - ra)ac _ - CONTRACTOR:Company Name: SU TI Phone#: 9)4-6aao -3?p 4Address: 499 u 4 City: k, x Stat L Zip: Qualifier Name: o�5e �� 1 ZPY Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: n VS(U1� 9IAC, Phone#: Address: 3 zp 1 1� kj-� \�S City:CO"%k\jk ( AAWQ, Statue: 'L Zip: Value of Work for this Permit:$ Z ,ti 0 Square/Linear Footage of Work: N 1 Type of Work: ❑ Addition ❑ Alteration NewII ElRepair/Replace El Demolition Description of Work: 1001 S�� 1 hP w WlJ- fo I l n Ova (SPC k p U+W e %Msfe r &QJ V0-14A Specify color of color thru tile: Submittal Fee$ Permit Fee$ ' CCF$ CO/CC$ Scanning Fee$ `3 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ ® � Bond$ TOTAL FEE NOW DUE$ � o (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ved and a reinspection fee will be charged. Signature Signature O NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 6' VSA 20 .by I �.D day of /°c07-- l- ,20 ( (jO , by M 1 Lhal/ A1V 1)Z l U-k ,who is personally known Jo �UhP!✓� �1�1�,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig AJAf 471,J A4A.41 Sign: �n Print: {" Print: C,d 1 Seal: JANET L.TRUMP Seal: EWKAEfCHISON 4 '"Y NOTARY PUBLIC ==Q' ';*: MY COMMISSION#FF 074271 STATE OF FLORIDA �:• ?, EXPIRES:March 17,2018 c ;F.... ti o?• Bonded Thru wtery Public Undar�rdgrs �® Cornm#EE846915 ` APPROVED BY Z �" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) YENAN TOMAS LEYVA, PE P.E. 9 67416 8306 Mills Dr Suit 369 Miami, FL 33183 PH.305-256-2416 STRUCTURAL CALCULATIONS WOOD RAILING. FOR NUNZIATA RESIDENCE • •• AT 1201 NE 101 ST MIAMI SHORE, FL 33138 0000.. • 0000.. 0000.. 0000 0000 � ; �, • • Y j I �4.� i Y ~ 0000• • 0000 C 0.000• • - s,d 0000• CONTENTS: 0000.. 0000•. 0000.. . .. ..:... 1.) MATERIALS •• •• 000000 0000 • •• 2.)DESIGN INFORMATION q; • J� :J 0 0.00' 3.)DESIGN LOADS 4.) HANDRAIL DESIGN. 5.) POST DESIGN 6.)PICKET DESIGN. 7.)BOTTOM RAIL DESIGN. 8.) CONNECTIONS. CSA ..-._.- ��P.• •CENSF �� .., No 67416 .. A ' 1 _ �0 ' E OF ' !(�� ORION NAL Woo wllkvb� Q . tot. '� G WOOD RAILING DESIGN 1.) MATERIALS 1.a) Members:WOOD SP No. 2 Allowable Stress for components: Bending: Fb = 1200 psi ' Shear •••••• Fv= 90 psi •••••• • • • • • •••••• Compression Perpendicular to Grain = 595 .... .. .. psi ..... .. . ...... ..... . .... ...... 2.) Ia `• IGN INFORMATION •�•••• •••• '•'-Florida Building Code 2014 -Minimum Design Loads for Building and Others Structures, ASCE 7-10 3.) DESIGN LOADS - Uniform Stair Live Load = 100 psf(FBC 2014,Table 1614) -Handrail Design Loads: Concentrated Load = 200 lbs applied at any point in any direction. Uniform Load = 50 plf applied in any direction (for other than dwelling units) -Guardrail System Loads: Concentrated Load = 200 lbs applied at any direction at the top of Guardrail (for other than dwelling unit include a load of 100 lbs applied vertically downward at the top of guardrail. Concentrated Load = 200 lbs applied horizontally on a 1 sq. ft. area at any point of the system 4.) HANDRAIL DESIGN _ Ib _ lb _ Ib AV.• '.ft S . 2 2 in ft Consider three equal continuos Span ;_ 4.5-ft .. ..... _. ... .... ...... ... _._......... ._ ..... . ,_ ... ... ... __. _ . _._ . _ _....... . ...... .....L ........... •..• . .. • 4.a�Maximum Moment: ...... . . . . .... ..Gwcentrated Load P,=200-1b ..... .. . ...... ..... . .... ...... • P.L Mpmax:= 5 IMpmax= 2160 in lb ...... ...... . .. ...... •• •• .VrWorm Load w:= 50•plf ••.• Mwmax:= 0.1012LaL2 IMoxnax= 1229.58 in•Ib Mmax:= if(Mpmax> Mwmax,Mpmax,Mwmax) Mmax= 2160 in 1b 4.16) Maximum Shear: Concentrated Load ; 200.1b Vpmax:= P jVpmax= 2001b U niform Load ;= 50•plf Vwmax:= 0.6u).L jVwmax= 135 Ib Vmax:= if(Vpmax> Vwmax,Vpmax,Vwmax) jVniax= 2001b 4.c)Section Requiered: Bending Design: Fb:= 1100-psi Section Modulus Requiered: Shr.= Mmax Shr= 1.964•in3 Fb Shear Design: Fs:= 90-psi Section Modulus Requiered: Ahr 1.5Vmax Ahr= 3.333•in2 Fs :0660: "" 0 I'd)Section Provided: 00 ' ' h:= 1.5 in ...6.. 0.00•• 6 b := 5.5•in • 0 6666.0 • 00.. 2 00 00.00 ..6. 0 6.0..66..Sprov:= h(6) Aprov:= (b•h) 0000. . .66. 0...6. . ;0090; 0 :6•:.Sprov= 7.562-in Aprov= 8.25•in2 9.006. . .. 06.966'. '6'.6' (,n.":= if(Shr> Sprov,"NOT O.K.","O.K.") =Control "O. • . K." 000000 0000 . . •0000• .JGv4GWa:= if(Ahr> Aprov,"NOT O.K.","O.K.") Control= 'O.K." ANCHOR SCREW: Screw Diameter=#8 #Screw = Nscrew- 2 3.) LOAD PER SCREW: 200 = 7 Ib T= 28.571 lb Total Shear= V..= Vmax IV= 2001b Tension= Uplift per Screw= Uscrew:= TUscrew= 14.2861b Nscrew Shear= Shear Gscrew:= VGscrew= 100 lb Nscrew 3.) CHECKINGANCHOR SCREW STRESS Screw type: #8 x 2" Screw pullout capacity from ASD Table 122B NC:=141•lb per inch of penetration Screw Shear capacity(1-3/4") from ASD Table 12.L Nshear:= 128-1b For#12 Screw and T& G in 2"x8" wood NCq:= NC.1.5 INCq= 211.5 lb 2.) LOAD PER Screw: Allowable Tension= Tallow:= 390•lb 0000 • ••0 0 0• Allowable Shear= Vailow:__220 Ib 0000.... 0 00 0000.... .0000..00 . jJscrew Gscrew • Factor:F v-) + ( ) Factor= 0.491 00' • •••• allow Val low 000000 0000.. 000007 0000.96 .. . 000000 0 0:00. 0 r if(Factor> 1,"NO TOK","OK") jEontrol= "OK" . . 0000 000000000. • SLM004'ry: USE ((2)#8 SCREW X 1-1/2"MIN. 0000.... . 0000 000000000 00 . • 0 0000 0000 000000000 0000.. :0.000. 0000 5.) POST DESIGN __.................. ,b_. _______ . ...4-- .......... -Lax 'CASES F 00, ��......m...................... .... .,...... ...:....,,.,.,..... ..................„0000..:-.._....».,.,,.,..,,._ .u,...,...,......,........,,.........,.,....... - 0000 0000._ i...............::.,.:.:.,....,......a. ... .....,........�_4 0000...e,...,. ..............,...,. ,00,00-...,.,,.,.... � ..�.x,.. •�_•��..._..___._...—>_ 0__0_00_ ._� _...........__. _ .s.._...000_0 000_0.. .._..,...._ 0000 0000•• I E• i • :..__ ..._...ee,..._.. ._.o,.„<m._ .................�.,._......_... 0000... . y_...... 0000... _ ,......... ........_ �. _...__.. ,0000.. ......... ...: 0000•• 0000 i0• •• 0000. .. . 3z� aQa ............ _. .. H 0000. o � ..... ... .+0000 E 0000•• ; • • • ._.....,,e.,,._...�...•..•�..•................. ..... ... .......... ......... 3 4 ......_ 000..0.0®,0,0,0. .... .. .......: •••••• 4 •• 0040•• ..�.....:.. .,...................:......�........................:...w�v.,...,,.,..L..........,..,.k..:... .............a..,-«00:00 ,....,.. ..,........................,.:..:.,.0:,000.:..,:.,:..-.....«...::....i • •."'•".::.."`.”.�".".::.............c..0.. mw..::........... ”" _... 0000 000000 0000 . •5 p) Maximum Reaction 00000 0 Concentrated Load Rpmax:= P Rpmax= 2001b U niform Load Rwmax:= 1.1•u.L Rwmax= 192.5 lb Rmax:= if(Rpmax> Rwn=,Rpmax,Rwmax) IRmax= 200 Ib 5.b)Maximum Moment &:= 42-in Mpost:= Rmax•hp IMpost= 8400lb•i 5.c) Maximum Shear Vpost:= Rmax lVpost= 200lb 5.d Section Required: Bending: P q S ostre Mpost S ostre 7.636•in = � P q= Shear: Apostreq:= 1.5 Vpost Apostreq= 3.333•in2 Fs 5.d Section Provided: Square Section k:= 3.5-in := 3.5-in Spostprov:= h(b)2 Apostprov:_ (b•h) Spostprov= 7.146•in3 Apostprov= 12.25•in2 90":= if(Spostreq> Spostprov,"NOT O.K.","O.K.") Control= "NOT O.K." if(Apostreq> Apostprov,"NOT O.K.","O.K.") lControl= "O.K. 0000.. 0000.. •�.••• •• PICKET MfilGN: hpk:= 53 hpk = 53 0000.. 0000 .. .. 0000. . 0000 0000.. 0000 •••••• Loaded 0000.. • 000090 . .. 0000.. Area • .. • . . 000000 0000 . . 0000 h p 3.5" 25 psf D D hpk _ lb _ Ib ''— 2 W:= 25•psf•3.5•in w= 0.608•lb 2 ft in m 1000•lb Mmaxpk:= 8•w•hpk2 in Mmaxpk= 213.357 in Ib Vmaxpkw•hpk•in 2 Vmaxpk= 16.102•lb Section Required: Fv:= 90•psi Bending Design: •••• Section Modulus Required: �••••� '.' : Mmaxpk •••••• Spkreq:= Fb Spkreq= 0.001 gal ...... . . . . ...... .... .. .. �•"' "•••• Shear Design: ..... . .... •••••• Area Required: ...... . .. ...... • •••• ••.• �.'••: Apktreq:= 1.5 Vmaxpk Apktreq= 0.268•in2 ' Fv Section Provided: 1.5-in = 1.5-in h(b)2 2"o _ AWIVI•= (b•h) 6 Sprov= 0.562•in3 Aprov= 2.25•in2 := if(Spkreq> Sprov,"NOT O.K.","O.K.'Control= "O.K." if(Apktreq> Aprov,"NOT O.K.","O.K.") Control= "O.K." SE TUBE PICKET 2"X 2'WOO ANCHOR SCREW: Screw Diameter=#8 #Screw = ;r = 2 3.) LOAD PER SCREW: ITI;_ 2001h 7 IT= 28.571 ib Total Shear= VA.= Vmaxpk IV= 16.102 lb Tension = Uplift per Screw= WT Uscrew= 14.2861h Nscrew Shear= Shearr = VGscrew= 8.051 lb Nscrew 3)CHECKING ANCHOR SCREW STRESS ••• Screw type: #8 x 1-1/2" 0.00 Screvg pjM8Wt capacity from ASD Table 1226 141-lb per inch of penetration *Scre%4 She&capacity(1-3/4") from ASD Table 12.L ;= 1 $.){ ...... .... .. .. ..... •�•• Fogy#jg,§crew and T& G in 2"x8" wood �••:•• . .•.. C := NC.1.5 INCq= 211.51b • • .0000• 0000 •• 0.4 A4D PER Screw: ." Allbwabl a Tension= Zok&�= 390.1b Allowable Shear 220•b (Userew Gscrew + Factor= 0.073 Tallow Vallow rr if(Factor> 1,"NO TOK","OK") IControl= "OK" AG Summary: USE 2 #8 SCREW X 1-1/2"MIN. POST BASE CALCULATION MATERIALS: STEEL Members: Fy=36 Ks! _ Ib ZIP Ilowable Stress for Components: ft lb Members: Carbon Steel Plates ASTM A36 in 2 Ilowable Stress for Com onents: E:= 29000000•psi Fy:= 36000-psi ' .. Bending: Fb:= 21600-psi 0000.. . 6... . 60 00 0 0. •000.. '.' Slear Fs:= 14400-psi . 0 . . . . • 9 0000.. 000000 0000 60 80 00000 .. . .00.80 0000. . .0.. 0000.. . . 9 0000 .9006. 89.6.. 0,9•. 990609 • 9 9 ` 000066 69.. . E=Embedment . ...e e edg a edu U (Ib/ft) L ,+ Post V(Ib/ft) Steel Plate 1.) PLATE DIMENSIONS Side Lh = 6.5-in Side B = 1 L,v:= 3-in t:= --in a:= 0.5•in edg:='0•in edup: 1-in h:= 3.5-in 2.) LOADS: From Post Calculation Net Uplift = U:= 0.1b Moment= Mpe:="9400-lb-in Gravity= 200-1b 3.)ANCHOR BOLT: Bolt Diameter= 4):= Lb Bolt Qty= n:=5 4.) LOAD PER BOLT : (per axial Load) • •• Uplift per Bolt= Ubolt:= U Ubolt= 0 0.00.0 . • • •:6*69Uplift .0.000 •00000 00•0 0000•• • Mup:= Ubolt•edup Mup= 0-Ib-in "'•' •• • 0000•• Tup:= Ubolt Tup= 0 000.0• • • (per Lateral Load) 0000•• • • • 00..00 000.0• • •• ••i••• • Lateral per Bolt= Vbolt:= V Vbolt= 40 lb • . • • n 4.b) LOAD PER BOLT (per Moment): jd ((Lh- a)l + r2) (LI- a) �d = 5 in L 2 J I\3/f 2 ( Tp:= Mpe) Tp= 6721b n (2)'J d Ttotal:= Tpnl + Tup Ttotal= 16801b 2 (Axial Load anchor) Tension per Bolt = Tbolt:= Ttotal Tbolt= 3361b n 6.) CHECKING PrrLATE T1HICKNESS Mp:= Ttotal. v — a I — (h)] Mp= —1260 in.lb Sreq:= FMMP Sreq= —0.0583-in 3 2 Sprov:= L 6 t Sprov= 0.017•in Check:= if(Sprov< Sreq,"INCREASE PLATE THICKNESS","O.K.") •••• Check= "O.K." • . 0000 • .. 0000.. . . 0 A, HQR BOLT CALCULATIONS: 0000.. • • 0 00.00• 1 • ••.000 •00• 0• .. in 0000• '••' : :•.::: LAG SCREW = nv' 4 •""• 0.009•; •'Jftjv type: 1/4" LAG SCREW • . • 0000 '•�+�• 0 Quislio"a pullout capacity from ASD Table 12.2A SC:= 260=1b per inch of penetration •000f• • •• •0000• •, •0•��• • �� For 1/4" LAG SCREW and 2" wood member "•"' ""0 to Co;stribution of 1/4- LAG SCREW attach to 2" step 0000 Pullout capacity on 1/4"LAG SCREW in 2"wood NCp= SCp := SC.1.5 JSCp = 390 lb LOADS: Tension = = Tboit Shear= =Vbolt CHECKING ANCHOR BOLT COMBINED STRESS Allowable Tension= Tallow:= 390-1b Allowable Shear= MVS= 220.1b Tbolt Vbolt Factor:= + Factor= 0.945 Tallow Vallow Control:= if(Factor> 1,"NO TOK","OK") lControl= "OK" Summary: USE 5 114" LAG SCREW X 1-1/2" MIN. r REVISIONS B 21IX2" PICKPTS 2"X6" PAIL.CAP ATTACH TO POST WITH(1) -- w ATTACH TO POST WITH(2) CA-V- #8 WOO19 GAIN, #8 WOOF 6&V, 5CffW SCOW Or(2) 819 1 PING-SHANK NAILS WITH A 4X4 POST,TYPICAL. > � .� 0,135" NOMINAL. } S-1 nIAM� 4"X�}" POST, TYPICAL. v' ..'^ Q M Ql O 2 x I h"X411 POST,TYPICAL 1 u Q a 1,5 xL5 x 1, 3,5 z I(TACH TO W L WITH N �►/r, ST��I.ANGI.� W/C 5) �'� X6 TAPCOM @ 16 MIN, -15 oe "x2" LAG GAIN, SCOW I"x1,5"x�" 1.=3,5" STI;�I, ` � -` I" MW,WK17wNT �A L, 6 ..•..: •• •• ••• 2"X2" PICKETS @ LAG GAIN, 5CMW � CA ...... goose: ATTACH TO POST WITH(1> � _ ®+ _ #8 WOOL?GAL.V, 5cew I — 0= Z . . . OP(2) 8b?INCA-%M (3)�" X�}" LAG ••••• to •• NAL5WITNA0,135" A �� . • ••••• • • •• Q qa :....: NOMINAL. PW&V POST ••••. •..... . .. ..:• WOOCI BUILDING REvll€ - • . . • •• .. • INCU m VON SECTION APAPPROVEDi - TPr 'j I a SCALE 3/4"=1'-0" x " x 6" L3OA� NOT5 2 z � LUMMr U5N2 POr JO15T5, P.AMI?5, COLUMNS, 9AM5, %P5,ANP/OF, OTItr x 5Tt?UCTUP,& MPWF,5 SHALL. It 5OU11 ��M PINP N0, 2 OF A5TM55 f?MT� OF 1200 P51 � WOOF UU55 OTH PU5� NOTW, , 5Tf?lw6m4,_8 5„ A 8 t2l S%AN LOA95: O W SECTION WOOD RAILING R z A SCALE 3/4"=l'-O" HMPFAII. 12�51GN L OAI25: CONCPNTP.AT P LOAt7 a 200 111 5,APP V?AT ANY POINT IN ANY nIP.PCTION, cq UNIPOU 0AP - 50 U APP V9 IN ANY t2lMCTION(OTKI?THAN PMLLING UNITS). z CODPS US p: GUAf2l7t?PJI, 5Y5TW LOX95: vi CONCPNTP. SP XAP - 200 05,APPUIW AT ANY POINT IN ANY 011F�CTION AT Tlt TOP OF a FLOW C�UaDING CODE 201 T-� GIJA.f7f? L (OTHPr THAN LMI,,,ING UNITS INCLUM A 0Al2 OF 100 05 APP,W V�rllC&I Y POWNWAP P ATTH�TOP OF GUAIJ7M? , W ASCD 01-10 CONCPNTP.A P HOPIZONTAI, XAC OF 200 I P5 APPUW ON A 15Q PT, ALBA AT ANY POINT WOOD:ND5 2015 IN THt 5Y5TPM, NOTM 2011 CM ff STANDAR pt?ACTIa U 5MCTI.0 5tI L P06&Ma5 DF Jb s- 1 Miami Shores Village Building Department ®EC 1.7 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. XC PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION IdSHOP 1nn CONTRACTOR DRAWINGS JOB ADDRESS: i z�� N 6,J 1 J City: Miami Shores County Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO i/ Occupancy Type:SQL}—1- �� oad: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder). A�Cu lock Phone#: Address: 1 0( N Gol101st City:_ VA(GM( S�0'95 State: r L Zip: Tenant/Lessee Name: Al 4 Phone#: Email: Fft n U h 7,161 Cpm CONTRACTOR:Company Name: 91004., 691.1 I41l I kL Phone#: Address: 4M �/ Allay` c th/ City: State: r L Zip: Qualifier Name: Phone#: 33-063 State Certification or Registration#: pp / Certificate of Competency#: DESIGNER:Architectegine : 1 fd(yf D h 2 G�e Z f Phone#: Address: Q 44� NIU 161 h City: to(a L wN i Q ktS State: K( Zip: Value of Work for this Permit:$ ZrO� Square/Linear Footage of Work: Type of Work: IJ Addition r❑ Alteration � rr _l ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �� t rUSSCS rHS q Ig71ilti1 Specify color,of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n proved and a reinspection fee will be charged. , Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this //�� day of e��"I Y 20 f .by Ih day of 1 j ewe Pr 20 K ,by M1 GZ(' ny H?lu A who is personally known to E � >C-h�� e� who is personally known to '"I � 'I p Y p, Y me or who has produced as me or who has produced �/ /G�/IS'� as identification and who did take an oath. identification and who did take an oath. NOTARY UB IC: NOTARY PU IC: Wn.4 21 Sign:4 Sign: � Print: Printf H •:v"1�/•o Seal: ..; MY COMMISSION#FF913042 Seal: ae°' JOHANNA 9 BYUMI3AUQH PAY TO THE E' „ • EXPIRE)Sept 04.2019 MY COMMIGMION#PF913042 SABADELL UN EXPIF3d®6# MIAMI FL 33131 pleffft 04,9019 ►0670096461Ic ILL LLC 05115144? APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 /FBC 20 BUILDING Master Permit No. L PERMIT APPLICATIO � �ep ° Sub Permit No. ❑BUILDING ❑ ELECTRICS ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I Z D( N /01 S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type:S�1" 4oad: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �05ep� 6j•Z)CA Phone#: 335-z &R ,' a7�03 Address: AJC 10 7 5 t City: BVI ( �Oye'c State: �L Zip: 3 3 1 3 8 Tenant/Lessee Name: Al A Phone#: Email: h Zlatc\ •60vh CONTRACTOR:Company Name: �/0a,1n (02,S j4l I Phone#: W11 4 Z�Z OI Address: 4 1( �/ 10"Ac tkj ®® ° City: M, State: �L �ln� Zi Z� p: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect Engine r: floe G D w Z Jf 2. Phone#: Address:_ 9 346 NW 411 1_h City: 11(tA w�I Lg >�f State: K( Zip: Value of Work for this Permit:$ Z Iwo Square/Linear Footage of Work: /10 7 �{•{ Type of Work: 9 Addition j❑ Alteration FF El New ❑ Repair/Replace El Demolition Description of Work: R �t w'V t rU;SlS �1A (ovl Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ r�010 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 0 ° ot4l Bond$ TOTAL FEE NOW DUE$ Cr _ (Revised02/24/2014) > Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILUE10 EE11, OTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IYOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." hS3 Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n proved and a reinspection fee will be charged. n Signatur Signature OWNER or AGENT CONTRACTOR = The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Pi day of �C? [WY 20 by c/0 Ik day of 1 �1e��h�� 20 �� by m t a 'I U tl?ICA who is personally known to � 2� who is personally known to me or who has produced as o has produced /GAe /L�/�� as identification and who did take an oath. den ti cti nd who did take an oath. NOTARY UB IC: � �JU IC: Sign: Sign: J/ , ? ? � Print: Print.` Seal: Seal: :'' 'f; Jt�HANidA E STUM13AUGH PAY TO THE ORDER OF "�: •= MY COMMIA�I(�IV#RR913042 SABADELL UNITED BANK '+; MIAMI FL 33131 pp or EXPIfaB��dpl6tt 04,2019 ►067008646® f• :• " WNERYLLC W51191447 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 03354-AM NOTICE OF 2420 LAKEMONT AVE STE 200 ORLANDO FL 3281�4 REINSTATEMENT SLOAN CONSULTING INC DBA SCI DEVELOPMENT & CONTRACTING 4996 W ATLANTIC BLVD MARGATE FL 33063 NOTICE OF REINSTATEMENT POLICY NUMBER (6FR13UB-2E26712-2-15) ISSUE DATE 12-02-15 EFFECTIVE DATE OF CANCELLATION 12-29-15 NAMEDINSUIRED SLOAN CONSULTING INC DBA SCI DEVELOPMENT & CONTRACTING 4996 W ATLANTIC BLVD MARGATE FL 33063 Dear Policyholder: We are pleased to inform you that the policy designated above, previously Issued to you, remains in full force as of the original date of issue. The notice of cancellation originally sent to you is hereby withdrawn. Receipt of funds dishonored is not a valid means of reinstatement. Reinstatement will only occur when all conditions have been met. If these conditions have not been met the reinstatement will be null and void, Premium Financed By: THIS NOTICE IS GIVEN ONLY BY THE COMPANY OR COMPANIES WHICH ISSUED THIS POLICY. FOR ANY INFORMATION CONCERNING THIS CANCELLATION, PLEASE CONTACT YOUR PRODUCER, INSURER: FLORIDA W.C. JUA PRODUCER &CODE OFFICE&CODE FRANK H FURMAN INC 2649%J FLORIDA WC JUA 821 LM Original of this Notice sent directly to policyholder. CN 00 2F 08 95 Page I of I ST ASSIGN: FL • r ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING HANGERS TO BE USED existing brg (Simpson) or (Usp) QA HUS26 (Z)HUS26 match existing Q HGUS26-2 Q THDH26-2 QD HGUS28-2 QD THDH28-2 QH HHUS46 QH THD46 STRUCTURAL RE VV QZ LUS24 QZ JUS24 ®existing 2— story APPROVED DAT A APPROVED TRUSS ANCHOR BY BU4DER' 2x4 MDOWY TOP owl BOTTOM CHORDS PLUMB CUT OVERHANG 12 3 5 2 BRG. l —!7 INAESS NOTED ❑ ODIFRVISE O \C\/ TYPICAL TRUSS END DETAIL ❑ � 1 / NOTE: YOUR SIGNATURE KALI,ACKNOWLEDGE: 1)AUTHORRATION FOR FABRICATION. 2)VERInCATiat OF ALL DOAEN IONS.CONDITIONS. AND TRUSSES TRUSSES MBE MADE W 5 3)STRICT ACCORDANCE KITH THIS S PLACEMENT PLAN. RECEIPT AND USE OF"HO-91 Swwwy Sheet W O{ COMMENTARY and RECCD;G METAL PLATE for HANDLING. WS D TRIP k&tACWG METAL PLATE CONNECTED WOOD TRUSSES(TPI} 1 O C` I 4)NO BACK CHARGES OR CRANE CHARGES OF ANY\ N. KIND WRL BE ACCEPTED UNLESS SPECDICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. STGNED \S RTLE DATE '7177-7A All spodnq a 24•DIC.,esapl as iroted. J2 - B'Q J2A AN woos shown ore de ilh except as noted. ll - Al vooeya tdoulutetl n7h sAw:o9dng umly. Number or aider plies to be delerrnibd by awpneerir4 m.' .' .- m �---�' --• DO NOT CUT OR ALTER MISSES Va AUHKI MIX)N FROM D6 OFF�E. 2'-5• •. f 0' 10•' 1'-9• .` Loberi q trusaea is a mice,not a reQdamenl. Enomwed J2 J2A ppCUM� � �o,tR is the rry V / ; ChuR� yQ�� N�_•_O-,�^ of the bolder to uMmprwla' ae eed droigs ohm erect:g Wsses. 100 J2 J2Ap�DP�v•—� Yom' WARNING vem V / - coffered cog m Q .W ftegU®011 Y waRVX9�e.°mX PUSM�sMS.AM°INA°AcwmraKM 50 J2 J2A /►N� ipf►. of RaEMM A&AM RMAIM u=w am"mw a ams RMAM m > vim 010._Y� '(h0� poN:. Rtrbn mwi.e w oo.sa omo nFeaae.ro vwwauo es+aia nae r �dF'�y, w tr Komi r gave Mnuma s4 tre-a Sssr 9a1 0M.DdAlr ,..n..,i�AO g CW_w,.��-'yam e�M�,,�p 1 CVS^ r ROdKIbO6 b x6Wlw6 A RAOtl6�[ML HA4 Cbr[CIED a s e' 'a e s - �r �09R`*"'-- 17. E J swL tr eawp�u�x mm M"oa�tar ro my ou�mt ocmr Y�'^.�• -� 1 i4�"—" ,. _;'��2^j•7 �.r . MnpW 9M K wMo smr atEASNAM aK VJWC V=M ID W" TRUSS CaSIN UES SIS ONLY TRUSS M MISS CONNECTIONS.F TRUSS COMPANY tuL StIPKY ALL TRUSS TO TRUSS HAMWARE C) CONNECTIONS FOR REACTIONS IRdER SOW PAWS, FOR ALL CIS N Cl r4 C4�— --j REACWNSGREATER THAN SOW POUNDS,OR SKENED,NO z RANKER 5 swbuEO. p !/I CCNTRAC=SOU CHECK ALL REACTIONS FWOPER PRWN NECTIONS Alk.//�� ASCEr_10 W!O DIM CRAW1Y CWME�Sore Colegery:0 aaq raeyery:2 lied D dr YewrRy:UX MPH kV. Pocwr:LAo WW Lend&nom to":t.1T Nem Red":JUR at sweafm=too MDWATFLmmR3ft M*#-eMb BT - , C AA 10/29/15 RE Y WIND LOADING- BFM a ~ i 65 `t ,i ce• Trusses sham an Dia to awl ore o co paMnt port 11/04/15 odd Gofer d - BFM 13 s l or the buidrg W4 show truss locution. 10-4" 2'_0• braces veclton,tema the to and ffi,l It N ss� deaq dor h en Ow:r. Loterd ar uw:buidg i S1ATE F!!! = aesgler or Iris ergiwc. Lolerd bradny seem on the TR>� tm1,s,e,Ao /'].. k6wk ud truss drowigs rmsl be placed dung the rar�+a:u. �, ,�/,`A•` section Droadure yS90 t Nisp K�.oy Fart PkieG R J4911 ✓i/��'`-/ORIU�`.. �li � JOB NO.: 111 CUSMUM LOT. BLK: LWAXISUW. SCI DEV. ADDRESS: 1201 NE 101st ST. NUNZIATA ADDITION SUBDMSION: MIAMI SHORES ADT 10 swc D7 1s =:t=-N r 7119 SOUTHERN TRUSS COMPANIES, INC. SOUTHERN RANDYQSOUTHERNTRUSS.COM TRUSS 2590 N.KINGS HIGHWAY/FORT PIERCE,FL.34951 C O M PA N 1 E S (800)232-0509/(772)464-4160/ (772)318-0016 Fax: Project Name and Address:_ _ (-).01 ()V- (015-C S1 Occupancy: 4-' Single-Family Lot: Block: County: �,kl wl-- N&QE Multi-Family Truss Company: Southern Truss Companies,Inc. Commercial Truss Engineering Program: Simpson Component Solutions Plates By: Simpson Strong-Tie Contractor/Builder:. b IVE J Model: �J V ME l 14TA Elevation: Options: STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with Florida Building Code FBC2014 :The truss system has been designed to provide adequate resitance to wind load and forces as required by the following provision: ROOF FLOOR Top chord live load:30 P.S.F. Top chord live load .SX. Design criteria: ASCE 7-1Q: (7S MPH Top chord dead load:_Q1_P.S.F. Top chor dead load: P.S.F. Engineer.J.C.Banks Bottom chord live load.---k—P.S.F. Bottom cho 've P.S.F. Address:2590 N.Kings Highway - Bottom chord dead load �VP-S.F- Bottom cho P.S F. Fort Pierce,FL.34951 Duration factor: .a� tion factor: Mean height: ((;k Exposure: t '10.0 P.S.F.bottom chord live load nonconcurreat with any other live loads. This is an index sheet submitted in accordance with the Deparent of Professional Engineering. Tallahassee,FL.En ineerin sheets arehotoc ies of the ori design and gprovid by me. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. No. Truss ID. 1 21 41 61 81 101 2 22 42 62 82 102 3 23 43 63 83 103 4 : 24 44 64 84 104 5 25 45 65 85,J 105 626 46 66 106 7 B2 27 47 67 10 $7 8 28 48 68 108 9 29 49 69 L12 30 50 70 90' 110 31 51 71 91 111 32 52 72 92 112 33 53 - 73 93 113 14 � 34 54 74 94 114 15 A- 35 55 75 95 . 115 16 36 56 76 96 17 37 57 1 77 97 18 38 58 78_ 1 98 �� f 19 39 5979.. 99 20 40 60 80 100 As witness by my seal,I hearty cmttfy that the above'Jiffamehon 4 is true and correct to the best of my knowledge and belief. Name:I.C.Banks Lic.#46544 Date: xV Ak FOC"� • �j/l/IIfIt1ti�`� sip " IL DETAIL.SIL CORNER '— HIP MOTE: NDS=National Design Specifictions ALLOWABLE REAC11ON PER'JOINT for Wood Construction_ 132.5JI per Nail (D.O.LFactor=1.25) ® UP TO 265-9 = 2-16d NAILS REQ'D. nds toe nails only have 0.33 of ® UP TO 394# = 3-16d NAILS REQ'D. lateral Resistance Value. to 12LoL 1.5 &OVER F_ lot ° :;(A 0 ' = Y J3 m ® O A d O O ® mss . 5-0-0 (HIP GIRDER) HIP GIRDER A 12 ,.5 &OVER f— , 9 1 7-0-14 TYPICAL CORNER LAYaur CORNER JACK GIRDER CHORD HANGERS FASTENER GIWEV 0 0 JACK ...�. J1—J3 TO HIP JACK GIRDER TC _ — — — — — — 2-16�;jjgi1.s ' i_ _ 0000. BC — — — — — — — 2-167.+�rals J5 TO HIP JACK GIRDER TC — — — — — — — 2-1640 haik —:.0"0__ — .. .. BC — — — — — — — 2-16�.Mi1s — :0.. — — 0 0 0 0 TC — — — — — — — 3-1640 mrils — a.q. _ 0 0 0.0 BC — — — — — — — 2-168'Wire — 000.0 HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — 3-16� mals —;••••• _ 0 0 0 0 BC — — — — — — — 2-16d•nails — ••• • . .- .- — MWIMUM GRADE C LUMBER LOADING (PSF} STFL-WCR= 257. T.G. 2x4 SYP $2 L p QC. 2x4 SYP #2 TOP 20 WMS 2x4 SYP NO3 BOTICIM 00 SPACING 24" O.C. TRUSSPort Pierce Division 2590 N. Kings Hi�ghway, Fort PeroeFLCOMPANIES (800)232-0i509 `(772)464--41 60 • /�* �n mm Fax:(772)3a- 016 e ` Southern Truss Companies,Inc. Truss: HJ2 ' SOUTHERN 2590 N.kings Highway Project Name: 7119 Component Sohrtions'M TRUSS Fort Pierce,Fl 34951 Plage: 11/412015 11:4432 AM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax version:5.19.50 7 Span Aitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 3-3-8 2.122/12 1 2-2-14 0-0-0 0-0-0 0-M 1 24 in 16 lbs sss 2-2-14 3-38 338 2 12 2.13 N 2x8/ qTT 1 r d f 4 3 D-0-0 0-060 3.3.8 33.8 Loading General CSI Summary Deflection Ll Qoc) .Allowed Lead (poo Eldgcode: PBC 20141 TC: (193(4.1) Yat TT.: 0.05m UP L/770 0-I) L/IND TOLL: 20 TF1 I-20(77 BC: 0.%(3.1) Vert LL: 0. 02vt L/999 0-1) L/24D 1'CDL: 15 Rep Mtr I.— Yes Abb: 0000) Hca TL a01 in 2 BCLL: 0 D.O.L: 17S% Crap New,Ka=1.5 BCDL: 10 Plate Odds Ont:x,YA.0 (1:68245.) • • • 4040•••• Reaction Summary : ••• • •••0:• 1T I* Bas Comhu Hg%M&h Wattd Rod Hg Blah M.Racx Mex GMV Whit Max M%M UIOift Mex C&C UphR Max Uplift 0 ft.Heft� •As • • 3 H Roll(Dena) 1 1.5 in - 1.50 in 162 IN -35 P. -351m • • • • 2 H Roll(rnna) I 1.5 ie 1.50 io 71 Ib - -1916. M I6. 'W as ••••Sla • 40 40 ••0 0:0 1 Pip(Wdt) I 11.313 in Sanhem Pipe Md.— 476 IW - 474Ito -1,(1011b0 -1,01716, %Rs 4040••• 40 ••• Material Summary Bracing Summary ...:6 •••• • •• • TC SP WM6-2DM 02 acct TC H-mg, Sheathed a Pods at 4.24 PWw deign by Othae. • a *00090 • •40. • BC SP(ALSC&2013)02 2x4 - BC Ho®g shedbed a Pu1ma d 634,Penin design by Oth.m. •••• • ••••• Rohs • • Loads Summary 400:400: 000000 0.0 0 0 1)This tinea h-b-designed far the e5ata dm m 10 par b ti—hen!lives Iced plm dead leads. •• •• 4141** •••••• 2)This buns hen been aeigted fte the effect.dwmd lath in xmdmm withASCE7-to with the foRming mer aefined inptt 175 mph dlimde.Expeaom D.Fully EncledHap ad,OaH0 Rit&-gCdegayEQaa-1.00),O, BIDdg Dims50ftx•Aft,h=lg8,Na Pad T.ma Tnes,Nebhamd-b-.idmuLDOL-1.d0,CCZme Widh S0.. •. •000• • �Msnimim daeee otic leading in asadma with IBC 76b1e INy/l ha.beth aHilied • • • • • • • • 40•••40• Member Forces Summary Wit indieaes:Mcmba D,max CSL—arid tace,(m—Wm face ifdi8'am,hen—al face) •40 0 0 0 0 3LI 0.931 27160 1-2 Q9I8 -1,761 Its • • • • • • • • •4040••• BICE it 0.%5 I SBG>m �6lba •• • • ••• • • abbe • • • Truss-to-truss Connections Summary 40• 40 11) Ca dw Tnes Caning Thea Laming oSsd Angle 171 1112 A3 z•50 45 deg Notes: 1)Unlabeledplue am 1.5420p. ` 2)'Whm this fins he beth ehcem for qualityassureatm inspmim,the Plde Ple—tMethodpa TPI l•20D7/A3.2andl benne&Cq-1.17. 3)Tnae4pitm.emnectim in fQ gaphiml intaprbdim mly Ahm g0.ac/ha.haxhaal emveetim sbaIl In povided m,ant the vex taaim and gdilt ahawn u the Reaaim Ssmmasy _ ``_vC1 4)Lidedwmdydiftaeactimsbndm MWFA4&C&Clmdng. - Ir� 5)B g ra,ail shown m the ab table he mly 1:20 ch-W t resia�ce pvpea6miarto 8mm,and doe as indexte edegea<y of materiel f aha design cmaidmtima. 65.44 `0 it STATE F -, 4GRIDP.;�� 1111111 NOMCE Acgy of this design shall be faniandto the areaim emtmelm The design of this indnidaal Nae is baed m design aitch aad-ptir—to sap0 by the Tees Mmefte mdwhes qun the arcamy and J.C.BANKS mnpletmese ofthe iaf�m net forth by tho Hdldmg Designer.A net m this dewing in6eate acceptance of psdessimd enppteemtg mpmsRdiry wkly for the hme cmtpmmt deign sham.Sm the cwt)age and the Shen Fag 0 46 0 "hvpatmt If—t—&General Mm"pr r fa eddfimd mf®dim.All cmneaa plata shall be,m 6ctaed by Swpen Sting-rx Cmpmy,be in xmdanm with PS&z762.AR con ma pldes m Saw,mlw Ne M N.Kings High.Ft.Pure Ft 34951 .pa fld plate ane is follmd 1y t"-l8"what mditate m 18 Stage 0.1e,."SU 16',which,mdiceks a high ta,aim 19 pW pule. Southern Truss Companies,Inc. Truss: J2 SOUTHERN 2590 N.kings FTighway Project Name: 7119 Co hent Solution'* TRUSS Fort Pierce,F134951 Date: 11/4/2015 11:4431 AM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 of l Version:5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WOUPLY 2-5-0 3/12 11 1-7-0 0-0-0 0-0-0 0-0-0 1 24 in 11 lbs 4-0-0 i 1-7-0 25-0 2-&0 2 12 3[ 4� 3x4- 1 SII 4 3 A3 FG7 0-0-0 0-0-0 2-" 2-5-0 Loading General CSI Summary Deflection L (loc) Allowed Load (P%0 Bldg Code: FBC 20141 TC: Q49(4-1) Vat TL. On, L1999 (3-1) L/I8D TCLL: 20 TPI 1-2107 13C; Q(17(3-1) Veal LL: 0 in UP L/999 1 L/M TCM: 15 Rep Mbrinaease: Y. FSb: QOD(l) H—TL. On, 2 BCLL: 0 D.O.I— 125% Creep Fast.,Ker-1.5 BCIX 10 Plate Offsets ent.X,Y•AaO (1:4.11,1--10.) • • Reaction Summary : .•• • ..•• . TT 19pa ]5-g Comte Bl7e Wldth Material Rod 0g 11ddth Mas Read Maas(itav Uplift Mex MWFRS UpIia Mex CBcC Uplift M�Udift •.M,H•a •• • • 1 Pin(wall) I 8 a Sauthem P_ 1.50 is 256 as - -2S Rs -5271ho -52711. 192 an • • • • 3 HRon(Lase) I 1.5 in - 1.50m 47Rs - .111. -17 Is -17 Ile •••••Ya • •• •••••• 2 H Rea Cr—) l 1.5 in - 1.50 in Van - .36Its -Ill @s -in the •Or. Material Summary Bracing Summary •••••• • i••T.•i TC SP(ALSC6-2013)92 2x4 TC Horsing Sheathed ar PW—a&3.%Pudm design by Oth— •••• • •. • • BC SP(AL 6.2013)D 20 EC Bmcmg Sheathed.Peados at 6.34 Puim desip by Others. • • •••••• Loads Summary . . . . • • •••••• •••• ••••• 1)This lona has been&,ipd fir The c9bets dm 1010 pxftxaom chord live lend pin dead Iotas. 2)Thin base beat been designed rat the e8eete of wind ked.in aec.dmce with ASCE/-10 with the Colbumg madefmd mpm 175 mph difinsle.Expanse D.Fully Enain d.GaHdHip• •• •• 0000 ••••:• B.ldingCetegay R(['LORI O-d Bldg D®a 50 ft s 70 R,h=18 a,Na E,>dZme Tans•Neith.end web msidcat DOL-1.60.CC Zme Width S R ••g5-••• • • 3)W.—sta 5-p attic lmdmg in aaadance with IBC 7h1dn JW7 I hes been applied • • • • •••••• Member Forces Summary rattle ia6aeta:Nkmbc D,max CSL maxa.W ft.,,(max amps Tame if diir.ent f nidal race) •••••T. TC 144 0.480 Z7 as 11.2 0.413 -171 as • • • • • BC 3.1 0.066 198 The -38 as • • • •••••• W-b, •• • • ••• • • Truss-to-truss Connections Summary ID Carred Tess Caaymg Tess Cam;agoSxI Angle T12 72 A3 L5-12 90 deg In 32 A3 44.11 so degITT J2 A3 &4-11 90 ft TITT J2 - A3 9.0s 90 dew 7I2 J2 A3 11-3-5 9D&g TT2 32 -. A3 13_24 9D 6* .7 T19 32 Fol 1-9.12 ?A deg M 32 FGl 3-9-12 270 deg �� ' r ``�♦ TI9 J2 FG] 5-9.12 Z70 deg e ' TT9 32 FG l 7.9.12 270 deg 1 �4 �� • 'I_ Notes: 1 1)Unlabeled(dunreLeen Z))Whenn this trhas been chce en rat @diry ms.amcemspeaim,the Plata Plaeemmt Mahon perTPI 1�07lA3.2 ilia➢be mad Cq=1.17. 3)Tnae-to-mse emaeaim v Sx graphical mtnpeteetim mly Ahm gar.�d,.amaaml cm aectka shall be poided m msst We mmt>acden evd glia a haw u We Reesam ftionnary � �t •*•• 4)Listed wi diVM.e dime based m MwFRS&C&C]mdmg. V t STATE 5)Burlag amtedd shout/in the"v W 10.m hle has mly been checked siaence peg�mdxub w to grain,and does as Mean,edag acy de,no l f.atad .esip aosidmatims. �+ F i ♦ •1e- 's5-J'� C ORO- •'��tJ�� sONAL ENG��, '2- 2NOTINOTICE CE Asap•crthis desip ehaa be a i.M it to the emcectim—bacbx.The deem of this indrcidsl base is based m desip mtma end Tactm ate supplied by The Time Mmufacr—mil mlies yrs 0, --1 and omgdetenesa of the inf®etim sa Cath by The Buildmg Desig—A sed m this dmaiag mdrcates xceptmce of pafesaimal mppseeung rmpma37iry adely f.the bins—pment dndp shown.See the cat/page end the J.C.BANKS 'Imen patent LJo®atim&Geral Nam"Inge ax a&ic dind i if—dim.Aa.met.prami elates shall be %durdiminm by SSbmgp-Tie Ca ny,Inc in accadmce ESR-M.FSR- .AO tendm 2r on.let.apiW,unlme the 2990 N King Kms.FL Pince FI 34951 s°"'Eag®46514 spacdsea plena aim is thaouxd>g'a'-I8"whish mdrcates m 18 gang plaq.•sg 18•,which mdicew s high tenaim ga 18gg plate. Southern Truss Companies,Inc. Truss: HJ2A '> SOUTHEBM 2590 N.kings Highway Project Name: 7119 TW$S Fort Pierce,F134951 Daze: 11/4/2015 11:4432 AM Component Solutionsi?° Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I of 1 Ver^sion:5.19.50 7 Span Pitch Qty OHL OHR CAN'T L CANT R PLYS Spacing WGT/PLY 3-3-9 2.121/12 1 0-0.0 040-0 0-M 0-0-0 1 24 in 9lbs 3.3-8 3.36 3-3-6 I1-2— 2.13 I IIrTI 2 I � • 2x6/ d� 1 N 3 0-0-0 De p L 3.3-8 I 3.3$ 1 Loading General CSI Summary Deflection U (loc) Allowed Lind (let) mtcode: FEC 20141 TC: 0.13(1-2) Nat TL: oin L/999 (3.1) L/180 TOLL: 20 TPI 1-200/ BC: ad(SI) Yat LL: 0 in UP L/999 (1-1) L/24D TCDL: IS Rep Mbrinacasa: Yes V20: 0.000) H—TL 0. 2 BOLL: 0 D.O.L.: 125v C.V Fad.,Kea 1.5 BCDL: 10 Plde Offices(3 Y.A,0 0:6$20.3.1 0 • • 0000•• Reaction Summary •• • •••• • JT 74pa B18 C—b. 0.R WdOt Msteew SOBg Wdth Max Read Max GM Uplift Mex MW Its Uplift MUC&CUPW Max Uplift •flax Ha! •• • • 3 H Roll aims) I l.5 in - 1.50 in 43 as - -9 Ile .19 Pat -18 the • • • • 2 H Poll(Inns) 1 1.5 in 1.50 m 73 IW - -S3 Re -14D the -140 @s ••6 0" • 6• ••9••• 1 Pm(Well) 1 11.313 m Sash®Pi. Unlnam 197 Bee - -97 its -254 H. -254 Its 499 He Material Summary Bracing Summary ••••••: Tc SP(AISC62D13)12-A TC Racing sheathed or Pudins 0 630 Min deem by OAen. 0000 • • • • BC SP WW6-2013)d2 2x4 BC Bmmg Sheathedor Pudine d 63-0,Purim design by Olbem. • • •••••40 Vkb, 0000 • 00000 Loads Summary 09.00 1)This thea hes been designed kirthe effxb dm to 10 pef hat®shad Ire lendplot dead loess. •• •• *000 •••••9 2)This an.has hem designed fa the eff ew of wind loads in eocadmae withASCE7.10 with the fosoning mer defined input, 175 mph ultmete.E'Naue D.FuOy Eneteeetb Ga eftp, • &dld'mg Cat Mll(1=I.OD,Os—UBWg Dima50ftx70a,h-190,NaEodZone T—.Ndthamdweb<meidned DOLm1.61.CCZone Wtdth5R •69.40• • • 3)Minimi®ideas,attic loading m ce wA IBC Table 16D71 has been Fph d :69:40: • • • Member Forces Summary 'Awe ind«xa:M<mb.D,max CSL otax xial un:,(max«q0..fa«if diBamt son oda fad) •••••• M1-2 a 131 -64 Re • • • • • 13C 3•I a71 Ila •47160. • • • •40 6 9•• Nbm 6• • • 9 9 6 • • Truss-to-truss Connections Summary 6 40 M Carried Tines Carving Trots CaavingOlAat Anpk TTS 1112A A3 13.3.0 135 deg Notes: 1)Whm this trona has been ehosm fer Qasty eaeum«inspection,the Fide Plat Method paTP11-gIW)A3.2 snag be mad Cq-laz 2)Ttmstobtse cmncd m is fa graphical mtap to m mly Ahan ger.atha sfntatml conneaim shag be Ivrided to redid the tmx maxim and WW show in the Ractim Sen / 3)listed wind uplift tcaetions based m MWFRS&C&C loading ��`\ S• �•_-AIVks �� 4)Bearing tndais show•a in the above table hat,only been checked to,mid..pcpmdioulatn gain,and dura nod indicate ateleaftocy ofaeterW fa otba design,crosidem i— 5544 'fl STATE F 40RI©,,-" � !111111 `•3 NOTICE A«yy of this design she!he ftmished k the a<etim—ftmd..The damp.cf g is indnidml bona ie based m dmigt mtcda and mgtii a to supplied by the Tame MmuAduarmd resat,upon the accurney an d catiodenent of the mfa®etim two fmh by the Wdmg Dmigna.A seal on this dewing indtmtee aaeptm«ofp tfessims aa®nming rcapma'bih solely for the dims int J.C.BANKS "kryalant tela®tion&Geaced Nam"pose sr additional mtamatim.AR cmneda plat.shat he manuAcnaed Tie C ry � deem stet.See the 20 Stage and the Stns.rag 840544 specified yWe size ie fill—d by a"411"which mdxao m is gage Plate,a-SO 18•,which iadiates a high torsion 18 plate. may'Ire is aeaadan«with FSR-2762.AR cameda plates are page,onlma We '39041.Kings High.FG Pienxfl 34951 Southern Truss Companies,Inc. Truss: A3 Sou' ni 2590 N.kings Highway ProjectName: 7119 Component Solutions"' TRUSS Fort Pierce,F134951 Date: 11/4/2015 11:4428 AM Tfnss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 o£2 Version:5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing 15-8-0 3/12 1 1-7-0 0-0-0 0-0-0 0-M 2 1in �'3 l LY 17-3-0 1-7-0 2-5-0 2.8-8 2-9-8 2-6.8 2.8.8 2.5.0 2-50 51-8 7-10-0 10.8-9 13.3-0 15.8.0 4 12 12 4x6- 3x7- 1x41 3x7- 4x5- 13 a 3 ; 2 3 4 5 6 3x3- L1 1.5x3- 7 13Li 12 11 10 9 8 3x7- 1x41 3x7- 1X41 3x7- DK ® J2 ® ® 42 0-" 0.0-0 2-5.0 2.8-8 2-8-9 2$8 2-0.8' 2__ 2.5-0 5-1.8 7-10-0 10.8-9 13.3-0 158-0 Loading General CSI Summary Deflection L! (10c) Allowed Lod (P-9 Blalg Code: FBC Zola TC: 0.72(4-5) tbn TL a4 i. L/429 10 L118) TCLL: 20 TPI 1-2001 EC: x43(¢10) Vat LL Q13 m L/999 (9.10) L/240 TCDL: 15 ftUk Tnor.ase: Nov0.: 0.26(3.12) H—TL- 0.06m 7 BCLL: 0 D.O.L.: 124V. Creep Facia,xa 1.5 BCDL: 10 Plate Off (PntX•14Ang): (l:ll-11.0.11,14) (20{1,38,0.) (3:00.3$0.) (4:00,3$9x) (5:OA3AQ) (6:00,3$0.) (Tll-11.0.11,14) (8:1-1234,0.) • • (904.3x90) (1W. .34a) (11OL,3$9a) n21-12347-0..) •••••• • • • 0000•• Reaction Summa • • ry •• •• •• IT Combo VNNh Mmmiei Vnah Mae heat Mina amMax MWFRS Max CBd: MmcU ' MmcHoriz 1 Pm(Wa11) I 8 m S.16—Pine 1.30 m 1,034 to - 485 He .4184110 -L184Ihs • •• •••••• 7 H Ren(Wall) I 8 in 8016 m Pia. 1.50 i. 1,87 He - .539110 .1,20Im -1,288 Ae 000 0••Otto• • • • Material Summary Bracing Summary •••••• 0009 • • TC SP(ALSC62013)02 ZA TC Hacing: Sh.dhed a Pains at 5.14 P.E.dmip by Othm. • • • • 0000•• 13C% SP(AL4C6-N113)d7-2x11 BC Baemg: Sheathed a Pudina a x100,Pudm by OOtem. 0000 • ••••• uebo SP W=&=)x3 19 • • Slim SP(ALS2x4 C&2013)p2 000000 0000 0000• Loads Summary 00.000 000000 00.0.0 1)This Gine ha b=dmigped fa the efts s the to IO pef bottom chmd lice Iwd plm dmd 103b. • Z)This rose hes bean d-gaed fa the effm f—d Imm in—W0..withASCh7-10 wdh the fonwvingmm dafined input 175 mph ultimata Exponm D,Funy Ee.1.4 OMd ip. •••••• • • &tildmg Category A O=1.00),Oaxnn 34 Dins 509 x 708,h=189,Not Fad Z—TSam,N.A.and web ansidored DOL-1.60,CC Line VAdth 59. • • • • 3)Man—a.F attic loading in amord..with IBC Table 1601.1 has bean applied • • • • •••••• 0000•• Load Case Irl:Std Iive Iva. • • Point Loads • • • •••••• Mmobm Lactim Diaaetim Lind 7nb WdiL • • • TOpChd 2-50 Doan 61(0 24m •• • Bin Chd 2.50 Up 32 nor 24 in Tbp Chd 2-5-12 Dow, 29 ft. 24m Ba Chd 2.512 Up 0 1b0 24 te BotChd 2,68 Doan 96 Re Tbp Chd 4411 Dona - 28110 24 is Ba Chd 4411 Up 8 24 in `�\`,j}1 1!1/ f/0, Top Chd 6411 Dona 78110 24 in 1 BinChd 64-11 Up 011ie 24 is A Ibp Chd 7-10-0 Doan 28 Aa 24 m \\\ G•__' •N�(�/iJ/ Bog Chd 7-100 UP On. 24 in Tbp Cb d 9-3-3 Dona 28 Aa 24 in But Chd 9.13 Up 0110 24 i. 7bPChd II-3.5 Doan 28 H. 24 m Bat Chd i1-15 Up OR. 24 m 1 4 �� •' �/ Hot Chd 13-1.9 D- 134160. Top Chd 112-0 oan D 2820 24 in '� s a Bot Chd 112-4 Up O Ae 24 in Bd Chd 133.0 Dona 41]ha 24 i. Ba Chd 1130 Doan 3110 24 is STATE F! �' fCt /'c�Ss(OR1D 1':G��• Lf NOTICE AOopy of this design Aall be 6niand to the m.etim=ftacia.The des' of this indnidial tram is b0sd an .ampdetaneu of the info®anm cea toad,by the Hdldmg Deaigaa.A seat m 2630 dm�win m�mtm dealer,mtdn g r mpdtammu sup}did by the lima pMennawign Arelicts Spm the ampageand J.C.BANKS t haf®mim&Genmal Nam" 8 °ae9Uace of p by Sip ang WT.C.T y,I..ity solely for the bins ESWZmt.An ahoew See the cotta page®d We "L»portan page for add ai 319 pa im.e,cmnech,plain shag be ma high t 9 5-9 P SOmg-Tin Co�eny,lac m mcadana with ESI627Q.All emneaa are70 Sbuc.Fab d 46544 pamas Bays,mkea the apec5edplae aim is fonowed by a"-18'wLich mdimtes an 18 huge paste,a•�]8•,which mdmta a high tmaim lg�u$e piste. 7990N.%inga Iiigs.Fl Pi—FI 34951 Southern Truss Companies,Inc. Truss: A3 SOUTHERN 2590 N.kings Highway Project Name: 7119 ent Solationsw TRUSS Fort Pierce,F134951 Date. 11/4/2015 11:4428 AM COi`p°n Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 2 of2 Vers" :5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 15-8-0 3/12 1 1-7-0 0-0-0 0-0-0 0-0-0 2 12 in 73 lbs Ivad Case Dl:Std Dead Load Point loads M-bar Load. Dheeim Load .T b WdOn 7bp Chd 2-50 Dox. 61. 24 in Bat Chd 2-54 Up 31. 24 m 7bp Chd 2.5.12 Dorn 26110. 24m Bat Chd 2-5d2 Dorn 19Itri 24 in Ba Chd 2.58 D-. 1391. 4 70p Chd 411 Dox. 261. Ain Hoa Chd 4411 Dox. 191. 24 in 7bp Chd 54-11 D-. gbh '24 in Bot Cbd 6.411 Dox. 19N A to Top Chd 1100 Dawn 2§1. 24 in Ba Cbd 7-100 D-. 1916. 24 in Top Chd 935 D-. 25 He 24m Ha Cbd 9.3.5 D-. 19 Me 24 m lbp Ch d I I-35 -.D-. 26 r. 24 in &t Chd 11-35 D 194. 24 in BX Chd 13.1-8 D-. 168 F. '4,PChd 13-2-4 D-. 269. 24 in Ba Chd 13 -.2-4 D 1911. 24 in Top Ch d 13.3 -.0 D 321. M in Bd Chd 13-M D-. 23N 24 in Member Forces Summary 7mde indete:W.9,.ID,-x CSL-e d4 h.,.(mom W.face if dff-t frem-.d.1 f-) TC 131 0.138 740 34 0.707 Z989 Re (.2,568 N)6.7 0.482 2,1364e (1,7101.) 12 0.412 1.8634e (-1.6914.) 45 4717 2989 1b, (-2,5681.) 2-3 0.457 1.8%Me -16961. 56 0.524 21381& -717 Ha 13C 748 0.458 -1.75340 9.10 (1629 1,76Z4. 11-12 0568 -2,SS/An 8A Q6m 72,762 Me 10-11 WD5871. 12-1 4378 -14924. Wbe 2-12 a 7781. (-2624.) 310 a 13 -3944e 5.9 acs 4440. 312 Q256 7701. (-Q91.) 4-100047 149 Re (-911.)54 Q214 6694. (4201.) 3.11 (1018 431. 5.10 0.063 2621. (2131.)64 a102 2994. Truss-to-truss Connections Summary Warning.Automated load transfer is incomplete.Manual loading may be require&(Connections TTS,TTIO,T111,TT12,TT14,Trl5) ID C..W Trma CmvinaTrma Caaviasolfsd A.1k 7n HJ2 A3 2-50 45 deg M J2 A3 2-542 90&0. Tf3 FGl A3 258 270 deg T12 32 A3 44.11 W deg. M 32 A3 6411 90 deg _TR J2 A3 7400 90 deg 772 12 A3 935 90 deg TI2 32 A3 11-35 90 deg TT4 F02 A3 131-8 270 deg Tr2 J2 A3 1324 90 deg 1T$ HJ2.A A3 13-3.0 133 deg Notes: 1)When this urea hes hem shoe.f.,gi.Hty asci.«mspaxim,the Plate Plaawmt Method per TPI 1-2007/A32 she4 be reed Cq=1.17. 2)Paid,8*09e drainage to}went pmdmg 3)The face.haw for Ibis milli-ply Irma me per ply and the reeaims are f a4 plies.Tw identical mama shall be bout and mmebed es forms:TC-1 rmv of 10dKnHs a Gm Ne4s[mm a 120. • • die.x 27/8'1mgJ C0]T nes.,HC-I r-'of Ial Nails acre Nails[aria 0.120'die z 27B'Img]�8!1T nes.RC•ffi-1 fav IQi Nails a Gun N®]s[area QIP'ale.x 2718'Img]l�9•nc.. •••••• • • • 0000•• 4)Wbm regimad,audticimt hangee eheIl ba preuided 115'othm)to reel.rectime sham. • • • • 5)Inam4 the ac--nails m me eik do ad flip trme.Seex./aails shau.inswlled io the same mos ply thm the hanges are mecbed to •• • •• • • 6)Lmam bmcmg sheU be an bed m each piv. mtm 7)AH feteam mini2-12'kn&mless ctbwwise aded • • • • 8)Nefls in lm and 2nd ply aba be mqp d sem-..site pHs by 12 d.neo n-i g •••.•• • •• •••••• 9)1.imed wmd uplift-c unci 1mW m MWFM&C&C loafing so*:** 0 • • 10)Bes®g mm ml ehaw iQ the.bwx talde nm mty beat eneclad r0.resist.«parymdMmu to gam,ma does nd indite adegery dmataial rar Aber desi@t cmaihmtima. •••••• 0000 • • • • • • •000.0 0000 • 0000• 0000•• 0000 0000• •• •• 0000 0000•• 0000•• • • • • • • 0000•• 0000•• • • • 0000•• 0 000 • • • 6544 t I I t t � ' STATE F w �011RIDP.'�� S- lllltl NOnCB Amp/dthis deip shall be hsnisbed.the-clim omto da.The desip of this mdnddual trme is based m deism char ead wqum rets st@pdied by the Time M-6ch-drelie the m done mfa®etim ret tot%by the Bdldmg Designer.A mm m dais droving Mee-aaapmee d'pdesimal 048 nem.g m4ms4elity saWy for the truss t ab u9m �f'and J.C.BANKS '7mpateet Infmmlm&Grewal Nam^page f.addinmel infmsmtim.An cmneda Plate shml be....Aced S' Tie C �9mm.All qm.See the mum page and ffie Spm Fag Ft Pi specified plate ei.is folio-ed by a--1g"wbich mdiwes m 18 gauge pie.,a•S419%whicb mdiatea a high torsi®l8� aWmy,l°0.m mm�«with F5IF2%2.A4 annecta plate are 7flgcgq rake the '390 N.Renes High.Ft Pica fl 34951 • Southern Truss Companies,Inc. Truss: B3 nW ' SOUTHERN 2590 N.kings Highway Project Narne: 7119 Component Sohdions'aa . TRUSS Fort Pierce,F134951 Date: 11/4/2015 11:4429 AM Truss COMPANIES IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I of 1 Version:5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 104-0 3/12 1 0-0-0 040-0 0-0-0 0-0-0 1 24 in 31 lbs to-4-o t 1-9-0 3-5-0 3.6-0 ' 11-0 ' 5-2-0 ' 6.7-0 FG1 FG2 12 12 3F 3x6! 2x61 3x61 -73 2 3 4 4" 3x4- FE� 3x4- 3il 1 6 d 7 6 2x31 2x31 0-0-0 1-9-0 35-0 3S-0 1-9A F 1_e-0 1 6.2-0 I &7-0 1 104-0 i Loading General CSI Summary Deflection L/ (10c) Allowed Lead (ps0 Bldg cde: FBC 2114( TC: Q64(X3) Vlm M. 031. L/385 7 L/18D TCLL: 20 TPI 1-2001 BC: Q82(6-7) Vbrt LL 0.11 in L/999 7 L/240 TCDL: 15 RopU&lnasse: Yes Vttb: Q0)(17) Hoa TT: 0.03m 5 BCLL: 0 D.O.L: 125% CmpFectar,K.-1.5 BCDL: 10 Plate Offs InttXY.Ana (1.4-11.L7.0.) (10418.14.) (3:WSQ9a) (4:00.3814) (5:4-I LL7,a) (61-12.3.8,W) (/:045490.) (8:1-123$SD.) • • - 0000•• • • • 0000•• Reaction Summary Max R • • • • XT Type ftCarcbD Bn4 ti8d& M.I.W Rad Bat Vadth eact Mac G-UvM Mex Upa Mex C&C W Mm:udi8 •td®:Herz •• • • 1 Pin(Ions) I Ls in - LSD in 465 n. - 29D lbs -=ft -=r, • • • • S H Rad1 Q'ame) 1 1.5 m - 1.50 m 4659, - -7y0 Its -1.ft -5781., •••:Is • •• •••••• Material Summary Bracing Summary •••••• • :•••• TC SP W=6-2013)L4C6@ 2.4 TC Be,.i. sheetlaed a Pini-at 3-104 Pudm design by Othem, 0000 • • • • BC SP(A .2013)42 2c4 BC Hash g, sheathed a Puling et 14q Arlin dear by Othem. .• • 000000 VVbbs SP(ALW&2112)83 2.4 000* • **set 0 • Loads Summary 000000 0000 00000 1)This bona hon boa d signed for the effects doe to 10 psf batt=cbad tiw load plan dead had.. • • • • 2)Tbis tans has ban desiped fa the effects d'wind loads in aaa imce withASCE7.10 with the hawing mer ddmed inpt 175 mph ult®ete,Fapmurt D,Folly End..&G.Ww%lip, •• •6 0000 ••••pi •• BaTdmg Cde@a-n O-L00),O-d Bldg ma 50 fl x M&h=181L Na End7me T-,Neither and web-.idea DOL-1.60,CC Zone A4dh 5 R • 3)Mmi®m 9MV anm Imdmg in aaadmca with IBC We 1617.1 hon ben applied :00:0: 0• Member Forces Summary )has in4ieab:I&.1d ID,max CSI,mac axial meq(mm:umpr.f-addfemnt foam—dal fan) • • • • •••••0 TC ld a512 1,8031hs (-1,63916.) 3-4 Q637 1.791 nn (-1,619 U.) •0 0 0•• 2.3 463/ 1,791 the (-1.619 @e 43 4572 1.,804 nn (L619 nn) • • • • • • • • ••000• BC 56 Q513 -I,703I1e 7B 0.817 .1,718 ns •• • • V:•• • • 6.7 4817 -1.718 F. N Q513 -1,706M • • 0 Vkb. 28 am 17916. (-97 r.) 3.7 4074 234 r. (-IDDIbe)46 0.073 179 ho (-971bs) •• • Truss-to-truss Connections Summary W Carred Tons Curving Tan. Caning offset Angle ' Tf8 B3 FGl 11 12 90 deg .TM B3 - FG2-- - ---1Al2- 270 deg Notes: �1�1 A� 1)Whmthm Umahasbemchoam f g.Utyasnamamspedm,the Pbdc Plac—tMe&dp.TPl1-2102JA3.2shell4md Cq-1.17. \`\ ,�'-BA•1k-'(�/,�/ 2)Trmaloinns connection is for geapbicel mtepda6aa only Abinger aaha amanml ao nation shaIl be yoaided m meal the max reaction and tpdiE shwa is the Rsdim Stmmmy `� . V 3)Aoade adequate dt i qp m prmmt p-ding 4)Listed wind qM mations timed m MWFR.q&C&C loadmg 5)Boeing met nal shwa in&e al-table hon mly tem checlad hrmiatma perymdxulario gmm,and does not mr6iate adup y of metedal fa other design crosidaatims. 6544 lS* = �O /STATE F R //j/ /SS�� j/�j ZONAL 0�\�� o NOTICE Amp,/dthia design shall be 8miahed to the action cmUata.The dear d&is i.dni&W trine i.based m design aitmie mdmgtme U.,"6d by&e Tons b-tdactuermd urns em the nnaxa7 m d ampletmess d&e mfo®mim set fath by the BmldingDmig-A-1 m thisdmaiog indmets a oapma o(pmfssiond m@neetmg mpmsiUTity solely fx&e Ums oanpment deign shows.Sa&e mar ptge ma&e J.C.BANKS Sha 'lapmeat 1nf�et-&Gmeul Net.*page fm add'il mal mfcmzh .All connector ga es ahall he mmufeeund 4 Sivgeon Sftmt&Tm Ceaptny,Inc in accordance with ESR-2762.All emn"*tes are 2t gauge,unim&e .Bag L Pinier speilied Nate sin is Mowed by a=I8'w5.ich indents an 18 pqp plate,a•S8 Ir,which indicates a high temim 18 gauge plate. 2490 N.Riad High.FFt Pce fl 34951 E , Southern Truss Companies,Inc. Truss: B2 ULM!- SOUTHERN 2590 N.kings Highway Project Name: 7119 Component SolutionsT TRUSS Fort Pierce,F134951 Date: 11/4/2015 11:4429 AM Truss COMPANIES (800)232-0509 (772)4644160 (772)318-0016 Fax Page: 10f1 Version:5.19.50 7 span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 104-0 3/12 I 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 32 Is 10.4-0 3-9-0 2-10-0 3-9.0 3-9-0 6-7-0 104-0 FG1 FG2 4x5- 4x5- 12 2 3 12 jII 3'F- --13 4QI� 4� 3x4- 3x4- 1 4 8 ::1 5 1x4 j 1x4 j 0-0-0 0-0-0 3-9.0 2-10-0 394 3-9-0 9-7-0 10.4-0 t Loading General CSI Summary Deflection L (loc) Allowed Lead (7f) Bldg cde: FBo 201,VTC: 04D(1-2) Vert TL nog 1. L/999 (56) L/Igo TCLL: 20 M1-3107 BC: a32(45) Yet LL (1031. L/999 (56) L/240 TCDL: 15 Rep Mbrinereas.: Ya Rbe: 0.05(35) Him TL 0.021. 4 BOLL: 0 D.O.L: 125% Cmep Factor,Ka-1.5 BCDL 10 Plan.O�as(3ntYYA.Ik (1:411,37.0.) 200.3$0.) (3:UA38,0.) (4:4-11,37A) (5:1-12.341,%) (6:1-12,3$90.1 • • - 0000•• • • • 0000•• Reaction Summary • • • • ]T Type Big Combe Da)Ydth tdeeaial Rgd Bm Vldth Mex React MmcCmv UWiR MmmMWFR4 UdiR Max CBcC lTdig Mar Utdift ••bl®c H�n •• • • )P1.(Fats:) 1 1.51. - 1.50 in 4651. - -260 Rs -549 1w -54911. • • • • 4 H R.11(!toss) I 1.51. - 1.501. 4651. - -25D as _549 1ba 549Ibs ••••�� • •• •••••• Material Summary Bracing Summary000• •••••• 0•• • • • TC SP(ALSC6.2013)@ 2x4 TC B-& Sh.Whedor Puna a 3-A P.I.desieo W Other. •••• • • • • HC SP(ALSC6.2013)@ ZW BC ffiacin& Sheathed a Padins at 54A Podia design by Other. .• • •••••• 9k. SP W.SC62012)432W •••• • ••••• Loads Summary 0000•• 0000 •00•• 1)This hma hart been deai•aea fa the effects due to 10 pafbottom chord]ire land pies dead loa&. • • • • 2)Tbis tmss her,been desigad fa thee8'to of wind Imb.aocadan«with ASCE7-IOwilh the M-firs oser defined mixt:175 mpb ultimate.E q-D,Fully B,clmed,GaW&Thp. •• •• 0000 •••••• RA SCatager•110-1.00}Ovaaal*D®s508x70R.h-lgRNa Fad Zoo.T)ms,Niih..dwebdmsidaed DOL-1.60.CCZone%dth56. • 3))vr= an storage attic keAngm acaordmce with IBC Tab)e IW7.1 has been apdted •••••• • • Member Forces Summary Twaeindcar:Memlam.�xcs�addr�.(max.�x.s�.eFa�t6ammmaaal�«> • • • • 00.000 7C 1-2 0.396 3700, -I 1560, L3 ,367 1.37416, -LIro 1. 3d 0.396 1.3R111a -1560, V000* • • • • >K: 3 x318 -1235 R, 56 x274 -1 1. 6.1 0.318 .1,235 r. • • • 0000•• Win 2-6 4048 11911. 35 Q= 119 ile •• • • *0* • • • • i Truss-to-truss Connections Summary •• • ID Candi Tuns Can9ing Truss caving Olfie Angle 1710 In FGl 3442 9D&v T1I4 B2- F02 3412 =&a Notes: owl I III///// I)V&1.this tross has bean three fa dpdity artavance 1.speetim,the Plate Plac®«t Mehl per TPI 12=A3.2 shall bered Cq-1.17. 2)Tnm4o4rws connection is for pyhiad intapatetion only Aha ger,dither a0u0®I emnectim eha0 be p•vided.[esht the marc aserion and rpiifl,have h the Reaetim St®may \`\ (� B/gIVL� 3)Provide a&g,t.drinage to vat ponding 4)Lied aA d WO reactiana be"an MWFR.q&C&C Iandmg. 5)Heating material shave in the abut Wile bas only been ebedred fa resistance pmpearfiadarto grain,and does not indicate adecpac)•of on-d cat fa other 4e dge e..idaratima. 6544 STATE F � �.s'c4 GRID P SIONAL�N NOTICE Aco y of this design sha0 be 8snishd to the ca Trim contract¢The deign of aha indnidod Oma is bend an dmign criteria and megmemeau mydiedby the Trus 1r4raufrctnaaod relic tone the and cmpletanma of the mfamatim set forth by the Btrildag Designer.A aeal on this drawing indicate,aeae$ =of Isofreaional engineering rspmsaaity ae.ly fa tha nose t shoasn.Sea the«uer J.C.BANKS kgmunt htf-tian&Grad Nates`page for additional1.foaatim.All connects shill be mamdseeaed S' ®design page and nighSirFang 846560 d 'Ere c Mmvd a-I8'which indicates an 1e �°a io �Slain Tie Cmdpany,Inc 1.eccor&nce whh FSR•27@.AO ann9cta{data ere 31 gam,uoleas the epaz8 pride g' �plea,a•5818',whieh 1.rbcetm a high torsion IS page plate. '390 N.Kings Him.Ft Place fl 349.A Southern Truss Companies,Inc. Truss: B1 SOUTHERN2590 N.kings Highway Project Name: 7119 Component SoltitionsTM TRUSS Fort Pierce,F134951 Date: 11/4/2015 11:4429 AM Truss COMPAN IES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: I of I Version:5.19.50 Build 7 span Pitch Qty OHL OHR CANT L CANT R PLYS spacing WGT/PLY 104-0 3/12 2 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 31 Is 104-0 5-2-0 6-2-0 6-2-0 104-0 FF-G-1 1FG2 4x5- 1222 12 31 --13 N 3x4- 1 3 4 1x4 0.0-0 6-2-0 F 6-2-0 6-2-0 104-0 Loading General CSI Summary Deflection L (loc) Allowed Lasa (00 13Ldgcode: FEC 2014f TC: QM(2-3) udn: Qasiv 1,/999 C-44) Lrla1 TCLL: 20 TPI WON BC: 0.37(34) Vett LL: Q03 m L/999 (34) L/An TCDL: 15 Rap Mb,wereeae:, Yes Rab: 6090 Hart TL* 0,02n 3 BCLL: 0 D.O.I.: 1x5% Creep Factor,K. 1.5 13CDL.: ]0 Plate Off eta(1atX.Y.Ana): (1:4-11,1-7.0.) (2:043-10.0.) (3:4-11.2-7,Q) (4:00.38.90) • • gong i• • • • gooses Reaction Summary • • • • IT Tyne an chaha Lan Wilt hiateoel Rod Log aaffi M.Read Max Grev Uplift Max MPPRS u8.ft Mex c&C uphn Max uphn ••Map HL •• • • 1 F n(r n8.) 1 I.s in 1.su n ads le, is Iw sax]w Sax Lw • • • • 3 H Roll(fans) 1 1.5 m - 1.50 n 4651w -0 Rn -SQ ft -5Con •••: ° • •• 000040 Material Summary Bracing Summary •••••• • *00000 TC SP(ALSC6-6013)02 2X4 TC luring Shamdt d ar Axtme a$44 Forlm deign by Others. *so* • • • • BC SP(AL4Cfi•2013)02 2x4 BC Baring: Sheathed or PW-m Say Mr.design by Others. • • •••o•• %L SP(ALSCd•2112)93 2x4 sees • s 1••• Loads Summary o••o•• goes o•i••s 1)Thia tape hep aero designed rar the affirm.doe w 10 paftbu®ahma Ii,*Lead plat dead1md. • • • • 2)This h=has berm designed for the etfeae dwind]pad it aaaadanee with ASCE7-10.ith the fitiloaing ala defined inpt 175 mph dtimate.Fiq—D.Full),Enclosed&NdMX •• •o 0000 •••••• Bildi ilCategory R(1-IM),0-4 BLdgDi-5072 x70 ft.h=184 Not Fad Zane Tena,Neither end web—idered DOL-1.60,CC Zone Width 5ft - • 3)V--mange attic kedmg n aaardonce with MC UN.16071]nes been applied •••••• • • Member Forces Summary 7atla indeab:WararlD,max CSI,masaml ie.on...W.fora ifdiBeumt s m>max todal face) • • s•••i• •••••• T7/ 1-2a I'M 160 (-1.072 N) 8.3 Q09 12'22 -0721172 BC 34 M. -1 09/ft8.1 6374 -L09/nn s • • •g•••• paw JZ4 Qts9 238 n8. Holt)I 1 • g s•• • • Truss-to-truss Connections Summary •• • Z) Cadad Thea Carving Taos Carving OSaet Anple IT]I EI FOI 59.12 90 peg m l Bl Fal 7442 90 deg Tf15 BI FG2 5942 270 deg Notes B, Fax 7912 Mang \\llla�l1I111/////Z 1)V&m this taws has beencheaen for quality m lity ance speeben.the Plate Plaa�t MandIpa TPI 1-2WA3.2 abaR �be, Cq-1.17 �� ,G• BANq 2)7114 0aa eonnectimisfagaphicelintapraedmonly Ahangerao.,snuebmlemneGicashagbepwidedwmeetthemattrmetimandgdinshownnthe Reactionstmma<y 3)Listed wind:Z teetims based on?"M&C&C(wdng \� ` `�• �� ]3earmg material shaven n the alxre teat hes only hero checked fo es s once pe pmdaam w gen ma rise n8.ndxate ady y ofmatmal fa cher deign aoamontieas. i 6544 1 s STATE F ; i ' F40RID�'`,'`�t�,�� //1111111 S NOTICE Acoo of this deign shah be garnished to the erection eontmUa.The chip of this mdnidd ties is hand an deign criteria and ngwmmts m4Viied by We Thea Mmudaepxermdteliea upon the 7 m dJ.C.BANKS cmupieart-deme nfamnnm cel fact by the 111-1&-g Daaigner.A sed m thin drawing wdrca es acceptance 017profeaaimal engineering responwmly s WY for the was ca tpanmt design shows.see the lac page and the "ltspmunt Inetim&General Nara"page for additional WInha tion.An conneaa plate nha11 be mde amcnned by Simpson Strang-Tia Cargnny,Inc in mcardance with ESR-M.An charm.plans are D7 pure, I-the gine rag 8 fa® ma Fl 3M ara specified]date size is bellowed by a•-Ir wtich indicates an IS"plan,a•SS I8.,which backmes a high tenses 18 parwe)la259D N.Kings High.Ft P p . � Southern'Fuss Companies,Inc. Truss: FG1 L-2-2''-=5= SOUTHERN 2590 N.kings Highway Project Name: 7119 Component Solutions', 'TRUSS Fort Pierce,FI 34951 Date: 11/4/2015 11:4430 AM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax Page: 1 oft vers :5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WOT/PLY &11-8 0/12 1 0-0-0 0-0-0 0-0-0 0-0-0 2 6 in 40Ihs t 8.71-8 i 2-312 2-2-0 2-2-0 2-3-12 23-12 4-5.12 6.7-12 ® ® Bt I FB-1-1 3x3- 30- 1x4 i 3x4- 3x3- TTI 1 2 3 4 5 qI 4 10 9 8 7 6 1.5X31 30- 3x7- 30- 1.5x3 l ® EM210 J2 043-0 0-0.0 2312 22-02-2-0 2-3-12 2-3-12 4-5.12 6-7-12 8.11-8 Loading General CSI Summary Deflection L (loc) Allowed Load (PSO Bldg Ccde: FBC 2014/ TC: a 15(34) Yat TL 0.03 in L 1999 8 L/180 TOLL: 20 TPI 1-2W7 Be: 0.10(7-9) tint LL: 001 m L/999 8 L/240 TCDL: 15 Rep Mbinamce: No Vkb: 0.15(5.7) Hat TL Om 6 BCA.: 0 D.O.L: 1'S% Creep Fadw,Ka=1.5 BCDL: 10 Plde Ofi9da(JnfX,XAng): (1:38,3.80.) (2:1-12.3&0.)' (3:00.33,9(1) (4:1-12,3$U) (5:3$3$0.) (61-12.3•&90.) (7:1-12,3$0.) (8:00.3$0.) • • (9:1.12.38.0.) gal-zs.&17.) •••••• Reaction Summary • • • • IT 140< 88 cambo ERs foam Mmedm Rad Bg wmb IdaxReed Max may uplift Mm MWFRS Uplift M.CSC Uw mex udin • •iH1f • • • • • • •• •••••• 10 Pm(Ton:> 1 l.s m - 1.50 in 281 Rn - -126IW -325 1b, -329llo • Oft 0IM 6 H Rat(runt) 1 1.5 in - 1.50 in 311 Its - -137 Ibs -390 ha -390 P. ••••MP& • • • Material Summary Bracing Summary see* • • :000*: TC SP VIM6,2013)02 2s4 TC Bbg sheathed a Mine d1080,P.I.desk Oth by ea. .• • •••••• BC SP(AISC6MI3)92 ZA EC Hncmg: SheaOud a Ptdina d 100Q P,.hn deei1p by Othea. •• • • ••••• %). SP(ALSC62112)63 2W • • Loads Summary • • • • I)This tnw hap bem dna* fa the effects d.a 10 psf bottan chard glee Icad plus deadd loam. •• •• •••• •••••• 2)This Inns has been dmip d fa the df.W cf wind I..&in-face with ASCE/-10 with the fo-i ii ma defined mpd:175 mph dtimate.Espmme D.Fogy Fnd.ed OeNdHip, • RA&-g Cdewy R(1=1.00),Overd BWg Dims 506 x 70&h=180,Net End Zone Tams,Neither end b-idaul DOL-1.60,CC Zone VUR.5 J, •••••• • • 3)hfiab=staaW Mw laedmg m aommace with IBC We IW7.1 has been applied • • • • • • • • •••••• Load Case Lrl:Std Live Load •••••• Point Loads • • • •••••• Mender L.10- Di dim Load T b Vfdth •• • • ••• • • Tap Chd 1-9.12 Dona 29N 24 in • • • BetChd 1.9-12 Up 01W 24 in •• • Tbp Ch d 3.9.12 Dwm 281bs 24 in Bei Chd 3.9.12 Up 0 ae 24 in Tip Ch d $8.12 1)owa 29 as 24 in Bot Chd 54-12 UP 0 f 24 in rbp Chd7-812Dona 18Ihe 24m Bct Cbd 7.9-12 Up On. X in Load Case Dl:Std Dead Load �� G, BAlyk' Point Loads S Menher Lomtim Db ice Lead Tnb Wath TbPCh d I-9.12 Dawn 26 he 24 m Bei Chd 1-912 Ower i9ft 24 at \ s Yap Chd 3-9.12 Dewar 1610. 24 in 1 , 5544 t Bot Chd � 39.12 Down 19110. 24 in 1 Tap Chd 5.9•12 Iowa 25 nn 24 in s s Bot Chd 5.9.12 13-'n19 Ra 24 in 7bpwn t Chd 7.9.12 D 261. 24 in Bet Bat Chd 7.9-12 Dwn 19 11. 24 in •�- '0 a Member Forces Summary TaHeindieatea:rdembcID,maxCSLmaxaaddfinx,(maxmvpr.f ifddfaentBanlmxa,datCw.) STATE/ �. F TC 1-2 0.108 403 Me (-339Ihs) 34 U.147 553 r. (-451 Ihs) / . , "�•• 2-3 0.144 353 0.0. -451 Ib bs 0.124 428)b -343 as / J BC 67 ode 0 f g9 (1095 403 Rn '40R1DP'• �/ 741 0.096 a7stm slo atm 018 Vkbs 1.10 0.(49 155 F. (-128 nn) 24t x051 .157lb 0.7 a0a 135 Rn (43 nn) ////SS10NAL. iv 0.040 126ft (413 ft) 44.8 0.0012 .13i� (-tsltn)se o.� 1ffir. (-137 ft) NOTICE Amp.•efthie design sbaR be fieniehed m the erection eenbeda.rhe design of thn ind%idml buss is besed m design a teda and xc*i-ts sgVWby the Irma M-Oct-andmli.W.the e-Y andJ.C.BANKS c mpletmess the inkonatien set fwth by the BmI&M DeaiPpa.A seat en this hawing mdcates acceptance dpddessianel en&etamg mMmus bility solely for the tone cmapment design sh"n.sae the sac page and the 'Impatent laRnndim S Gen w Notes'peg fa atditim 1.6-hen.All conneda pluses shed be man 6mwed by Simp an ghmg-Tia Co¢pmy.Inc in aeaadencewith ESR.ZM.An wmeda plaits ere 20gesw,mksa the sn,e.Eng a 409 specified plme si.x moved by."-Ir w$idt i.&cd s en 19 VW pine,a•Sff 1S,which ind�. igh tes a htorsi®18 V.V gds 2390 N.Kings M&.Ft Pia.M 3151 Southern Truss Com Pani es,11lc..: ':' .'. Uta" 0:17G1 SOUTHERN 2590 N.kings Highway i ' i i i•i �..I'ct fly:7119 Component SolutionsTM TRUSS Fort Pierce,Fl 34951 •i• i i 4age: • ••1 /2 015 11:4430 AM COMPANIES COM (800)232-0509 (772)464 4160 (772)318-0016 Fax version:5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT A •PLYS• 46paciag•• WGT/PLY 8-11-8 0/12 1 0-0-0 0-0 0 04)-0 •:0-0-* • • 2 • • 6 irP• 40 lb$ • • • • • • • • Truss-to-truss Connections Summary 000 ••• ••• • 000 • Warning Automated load transfer is incomplete.Mammal loading may be required.(Connections M,MO,TT11) ID Caaied TOE. Cayina T— Carving OBed Angle rf3 Fol A3 263 270 deg 7TS 133 FGl 1-942 90 deg •• • • •• •••• ••• •• TT9 12 FGI 1-412 270 deg • • • • • • Trio W FGI 3942 m�S • ••• • • • • •• • TT9 J2 FG1 3-942 ZAdeg • • • • • •• • • mi HI FG1 5.9.12 90 deg • • • • • • • • • M 3 FGl 59-12 270 deg •• • • • • • 004 •• 7TH 131 FGl 7.9.12 90 deg TO 12 FGl 7.9-12 2A deg T116 FGI A2 26-5 90 deg Notes: 1)%an this inns has bem chosen for quality cseance in.pa tim,the Plate Placmat Mdhadpw TF1 1-m071A3.2 shall be reed Cq=1.17. ?)7imstoLrEs omnectim u ler paphiml mWpemtim rely Ahm ger adher stnctml emnectim shall be p aided to meet the rens tmetim and VU a hown n the Reactim Stm—y 3)N—de &q.Ae drainage m Patent paring Q)7he faces ahavn Ca this multipip trma aR pa ply andthe rendima em fa aU plies.Tiw idratieal/stEaq shall be built and attached es lagoas:TC-1 sav d IRdNails a Gm Nails cram QW anc27/rlats)olran,ee-1 m ofl0dNails woes Nails[mi.0.lea,T..2nakeg @Irae.,wkm-I-10dNaileaG.Nails i.i.al2adia.x27/9'1-giosae.. 5)Where m9-6,sdfidmt hangar,shall be p-.bd Ry dhea>m mid nectims ah- 6)Install the aaews/nails m me auk;ds ad gip mss.S—(nails shall be installed m the same tms pry•that the hangers am abashed to 7)Ietaal laaemg shag he aEacbsd m inch ply. 8)Ag festmea ndni.—2•l/r Img mless ethmvice sated 9)Nails in 1st and 2nd ply shag ba atw..d bnm—i.plies by 12 the nml specmg 10)Baled wind RM—b—based m MWFRS&C&C Imdag 11)&amrg material shown in the abm table Ira mly ben aaclred fm miatence pespenacdd.to Vi.,sed does nd indices edegmy f w.,el fa tha design cmaida Aima. BANkS��i 6544 STATE F moi,D.c�'•'c4 OR1D S/ONAV-i G k`,� �///1111111�� t NOTICE Asp ddtis design shall be bsmiabad to thees.e ire—Use-.The d.*ofthia iadnidcl bras is baud m design mt®a ad,.gi. au m"ied by the Th-M fadwwand relic spm the and oom)ddeness dthe h f-satim sat fouh by the r'dldm9Dc*W.A sed m this drawing indrcdes pence dje imd a siammg mpmsilility ad*fm the mss ampaat design sho .gee the and ma J.C.BANKS 44 •7mpmant lnf—tire&Gereal Notes^legs far addiRmd mfoanum.All cmnedaplan shag W manutaaaed by Simp m ghmg-Ten Cmpaay,the in aaadace with PSR M.All unneda plates am 20 ptge,mks the swot.Fng s inP. sp nified plate sive is Mmvd by a"lr%tid indrmea an IS gaup plat,a'SS 1S,which a&cagage plate. s a higb te-im 19 ate. 259DN.Kings High.fl.Pce F134951 Southern Truss Companies,dw..: . . 4u94 0:VG2 x SOUTHERN 2590 N.kings Highway : ' : : :•: �roject Fame:;7119 Component Solutions* TRUSS Fort Pierce,Fl 34951 •i• i i 'Page: • ••41 oft 015 11:4430 AM Truss COMPANIES (800)232-0509 (772)464-4160-(772)318-0016 Fax Version:5.19.50 BuW 7 Span Pitch Qty OHL OHR CANT L CANT A •PLYS. aspacq¢e. WOT/PLY 8-11-8 0/12 1 0-0-0 0-0-0 0-0-0 •:0-0-e • 2 •: 6 i 0. 40 lbs 8-11-6 . • • • • �T� • 20.12 2-2-0 z-z-o 0 000 2a12 20.12 4.5.12 6-7-12 F 8.11-8 t ® ® 81 B1 3x3- 3x4- 1x4j 3x4- 3x3- TTI 1 2 3 4 5 qqI Li 4 10 9 8 7 6 1Sx3 1 3x4- 3x7- 3x4- 1.5x3 ® ® J- J2A 0-0-0 004 ' 20.12 2-2-0 1 2-2-0 2-3-12 i 2x12 4-C 12 6.7-12 8-11.8 Loading General CSI Summary Deflection L/ (loc) Allowed Load (psQ Bldg Ce&: FBc 2014 TIC: also3) Yin TL: Q03 in L/999 8L/180 TOLL: 20 TPI 1-2007 BC: a13(78) Vat LL: 0.01 m L/999 8 L/24D TCDL: IS Rep M].lnaesse: No Wtb: ais(S7) Hoa TL Oin 6 BOLL: 0 D.O.L.: 125 Vo Creep Facto;K.-1.5 33CDL: 10 Plme Offsets(-X.l4Ang): (1:3$38.0.) 21-12.3$0.) (3:00.3$90.) (4:1-12,3$0) (53-&3.8,0.) (61-12.35.90.) O:I-12.3.8.0.) (9:043AOJ (91-12380.) (luit.5S9D.) Reaction Summary ]T Type Rx Combo Bm vamb Maadal Rgd Bm wmh -3M-H. ax Read Mn.prey Uplift M,MR'FFS thd;ft Mac Ca:C ITpiiR Max[Jptift Max x0.¢ io Pm(tis) t I.s m 1.so in 102 n. 175 n. 427 nn .927164 o R. 6 H Roll(It-) 1 1.5 in - 1.50 in 335 Iba - -19411. -47911. 4W V. 0 R. Material Summary Bracing Summary TC SP W.SC6883)41A TC Racing Shedheda Puclim d]084 Pudm d.*by Othem. BC sP WM6.2013)02 2x4 BC Racing sheathed F dine m 1004 Pudln&Sign IT Others. V*W SP(A W&2012)03 2x4 Loads Summary 1)This tons hes tem&Biped for the effwb thew 10 psf boom chord lite Wad ph.deed Inds. ase 2)This bheneen&S bipes for the effects dwind lee&in mcmdmce withASCE7.10 with the following user defined input 175 mph dfin ate.Bglosme D,FuOy Faolosed OeNd]Bp, Rrildmg Caup y R(I e 1.00),0-all BWSDi-50 it x70 ft,h=18&Not Find 7.me Truss•Neither and web cmaidmea DOL-1.60,CC Zine Mdth 59. 3)Mmimm st-V suit lending in acadmce with IBC 11.1977.1 has been applied Load Case Irl:Std Live Load Posh Loads Menta Locstim Dvatim Lmd Tnb Pldth Tip Ch d 1-9.12 Dwa 38 Re 2A in But Chd 1-9.12 Dow. ION 24 in Top Chd 34.12 Down 3811. 24 in But Chd 3.9112 Dowa loft 24 in Top Chd 54-12 Dow% 38 On 24 in But Chd 5-9.12 Dw0. loge 24 in Ba T.pChd 417. 2 Dwn 18 lb.On 24 is Hot Chd 7-9-12 Dwa ]0 R. 24 in q Load Case DI:Std Dead Load BAIVk POW Loads Memla Lecon. Dkdim Lura Tnb Vddth ,,♦♦ Tip Ch d 1-91-12 Down 34]i. Z4 in Bat Chd 1-9.12 Dwa 27 R. 24 in ♦ / Tap Ch d 3&12 Dwn 341w 24 in 1 • 65 4 I Bal Chd 3.9.12 lbwn 271&+ 24 m Tip Ch d 5.9-12 Dwa 34 r. 24 in t BolCbd $9.12 D- 27 Rn 24 in 7bpCh d 7-942 Iowa 27 N Lt m atI ! / But Ch 7.9.12 Dwa 27 A. 24 m !/ ✓l a ' Member Forces Summary ThNe;ndtmb:Nkmia D,nwx CSl,maxexiel face,(max eergr.face ifd;ffaenllim max nidal fame) '0 STATE/ �• F .Q+ `•+ TC 1-2 a141 520 On (-365 R.) 34 11180 6831. (•48711. / ♦ s�/� - 24 0.191 681 R. 487 R. 4.5 0149 2816. -370 R.) i �^♦♦n /^�/ P % V4 RC 67am OR. 8-9 a126 -52011. 75 0.127 .29 In, 9.10 0032 011. /// �`_(1•� 0��,•� •(��` `�\` t1Ew 19 a1777 64 �f (-14011.) 33-8 0.� l52D. (-54 Re)54 OISD 55555 t-96Ibe) 2.9 ao49 155 Re (97 R.) 45 a06D _18411. 56 R. (-1 0.071 223 51 V.) YO�/'•1L � ON Ill1``�` •, NOTICE Ampe d this desip shag be famished w the minim cant d...7be desip d this individual stns is based m drip mime and mpdmmmts Supplied by the Truss M-6cMermd coli.up.0e amaay m d cmpla®sea of the infanmlim sot forth byffie&rildmgDesigna A seal m this dmwin8 mdimtes-planue dp fiwimal engineering respmsihaity sataly fa the buns cmpmml d.ip Showa.See the merl.ge und the J.C.BANKS Swx.Fag 8 46544 -Impatent Iufmneti®&O..W Notes"pap fa addhimel mR cmfmndiun.Anw plmas eW be-rie xed by Sip-Sbmg•Tie Calpmy,Inc.acced®ce with ESIF2762.All oomedapmes are X pum unless the 2590N.Kings High.Ft Piece fl 34951 specified pine s¢e is followed by a-Ir which mdi a.m Is saw Fit.,a•�15-,which iod.ales a high least.19 gunge pate. Southern TYuss Companies,mac..; ';' .'. ;kusw*; •;*'G2 SOUTHERN 2590 N.kings Highway i • i i i•i :sr.-tame- 7119 TRUSS Fort Piero,FI 34951 • • • • • • . 11/4/2015 11:4430 AM Component SolutionsTaa COCl PANIES (800)232-0509 (772)464-4160 (772)318-0016 Fax .nate:•• • • 4 age: • •••2 oft Truss Version:5.19.50 7 Span Pitch Qty OHL OHR CANT L CANT A •PLYS• ♦Spacigt. WGT/PLY 8-11-8 0112 1 0-0-0 0-0-0 0.0-0 • 0-0-8 • • 2: : • •: 6 i ll 40 lbs Truss-to-truss Connections Summary • • • • • ih • • • � ruing.Automated load transfer incomplete.Manual loading may be regcrized.(ComectiongTT12,TT14,TT1S� •••• ••• •t• • ••• • ID CartledTtme Canting Trans Caneiag GBet Aug. TT4 FG2 A3 13.1.8 270 deg TT12 B3 F02 1.412 2m deg TTI3 JZA F02 1-412 90 deg •• • • • •• •.• •• T174 In FG2 3.412 Zx deg • • • • • • • • • Tf13 J2A FG2 }412 90 deb • •.• • • • • •• • TT15 BI FG2 5412 220 deg • • • • • •• • • 1113 12A FG2 1412 90 deg • • • • • • • • • ITIS 131 F02 7Al2 2x deg •• • • • • • ••• •• TT13 JZA FG2 7-412 90 deg TT7 Fol A2 13.1-8 90 deg Notes: 1)Rbm this ams tem im chosen fa ghatiry asauance mspadim,the Plate Plat Mahod pxTPI 18n2JA3.2 shell be.d Cq-1.17. 2)Tnesaoams anntttian ie fa graphical intetpaetatim only Ahan got adhm stnetml anneaim ahatl he povided W met the saaxmtaim and apli8 shown u the Rmelim sm>oory 3)AwiAa adequate drainage to Pmeat ponding. 4)The face sh—fix this nadtiply hasa am per ply and the maxims are fm all Ilia.INo ideati al u—shall be Goth and attached as fall—TC-I sav of 1W Nails m Gm Nails[mm a12r die x 271'Img)ren Ir uc..BC-I easy of 10d Nails or Gm Nails[mm a12A"&n x 2 W long)@lr me.,REbs-I sow 103 Nails or Gm Nails[min al2P&a.x 27B']mg)@ Sr me.. 5)%-s.Vti.,sadHeimt haegas shall le pmided(by ahem)to resist t—tima shave. 6)Iuam11 the suewhx/nails m me side;do not gip aatus.Smeae!ails shag he iastellad in the seam hms ply that the hmgem am attached to 7)I.mwet bmeme m shall he attached each ply. 8)AB last—-immn 2-l1r Wog,mless ctbmviae noted. 9)Nails in tst and 2nd Fly shall be stayed fire s—essise plies by 112 the nad spaciag 10)listed Wind tylift maxima lased m Mta*W&C&C Imdmg Il)Bearing nmtedal shown m the ehwe taNe has only bare checl al fareaistance ps pea ,Iar to gam and does am mdicatc a bghry dmwerial for other design crosid®tians. • ��lllll i!1/i/� i 6544 -0 ss STATE F ;a a lC/ 40R10 ��/1llllllll�l�` SZ NOTICE Aoopy ofthis dmiga shall be fimfwbed to the section tmboa ce,The design d Otis ia&i"tams is based on design eotmia and mcluin rats 1ppited by ffie To.Mmadeebaerand H.yon the and ampietmeas dthe inf aUm sot fatb by tM&dldmgDeat�ar.A¢ml m thio dewing indeates a«plen«dpr�simal eatpmmg seapmdbili �'sW J.C.BANKS 'Ingntmt Infmnatim&Gmeml Notes^page for WA=W infamwtm.All—aa shell be amodwhaal ry sde19 ow ffie tenon campmmt design shown.Sae the seta Page and ffie op Fng B Iver e sire c followed a-Ilr whish i.,fiwea an I8 by Siagnan plate. i°Cmpa°r.Inc m a«admce with ESR-2762.All connects ptates am 27 gaa�,avkss Ne speeifid plate 65' ganga Piat4 m•SB I8',whish indieatea a high tension t8 gnpe plate. 2590 N.King High.Ft Place FI 34951 Southern Truss Companies,Me.,: OV .'. Z,,vusj ';72A ' f SOUTHERN 2590 N.kings Highway : • : i :•: grolta alae: 7119 TRUSS Fort Pierce,FI 34951 • • • • • Mate: • •11/4/2015 11:44:31 AM Comglon Solutions'*s COMPANIES (800)232-0509 (772)464-4160 (772)318-•0016 Fax•• • lege: • ••o11 f I Truss Tr version:5.1930 7 Span Pitch Qty OHL OHR CANT L PANT A •PLYS• JSPac**• WGT/PLY 2-5-0 3/12 4 0-0-0 0-0-0 0-0-0 •:0-0-R • • 1 • 24 i s 7 ft i 2-5-0 •1 • • • • • • • 2-5-0 ••• ••• ••• • ••• • 2-5-0 12 3F 2 �$ R 31 `7 1 fi 3 FG2 0-0-0 0O-0 230 2-5-0 Loading General CSI Summary Deflection L (loc) Allowed L«d Gm9 Bwg Cede: FEc 2114 TC: 0.11(1•2) Wd TL: Q01 in L/999 (il) L/I9D TCLL: 21 TPI la= 13C: 0.11(11) VI t LL: 0 in L/999 (11) L/24u TCDL: 15 leephdbrinaeese: Yes VBb: 0.00(1) HadM Om 2 13CLL: 0 D.O.L.: 125'A Creep Fade,Ka=1.5 ECRL: 10 Plate Offiat,Ont:X.YAngk (1:411,2-7.0.) Reaction Summary n Ty« Iigc®bo 13g w&h hfaterial led HA Pidh Max Read Max G—1W hfaand9pFRstlfdia htaxc&cllmwa hrm:7ldia M.11- 1 Pin(wau) 1 gin s.vhem Pane 1.50 in 109 lb. - -4s lbs a33 na a33 rer 102 Its 3 H M Cr—) 1 1.5 io 1.50 in 46 lb. 45 IN .39 nm 38 Be 0»n 2 H lean(r—) I 1.5 ten 1.50 in 72 lbs so lbe 431 lb, 431 lb. 0lbs Material Summary, Bracing Summary Tc SPKW&2113)a ace TC aa— Sheathes a Mass w x30.Palm des gn ty othem. 13C SP WSC662)13)#2 2,4 Dc 9aanp Sheathed a Paling at 1004 Pinks deatp Iy othem. Veba Loads Summary 1)Ibis mea has been desiped for the e&tls dee to 10 paf baron chord the lead phis dead 1mds. A rhis We bane beth designed ra the eBata a'w;oa Ioad,io ac«tdao«with ASCE7-l0 with the fdl-ing—defined i pee 17s mph df®ete.Mme D,Fully>aamw.(3adeuHp, Btildmg Category II(I=1.00),Overall BWg Dime 50 ftx 1b a.h-Ig 414at Fad Zine Tnm.Neilhm end web aneidaed DOL-1.60,CC Zme Width 5 R 3)hfm�tm lamps attic Iaadmg in a«aden«with IHC'mbla IH,A.I has Item apiied Member Forces Summary 14ileindzae:NkmbeID,mexCSfinexaaalfa«,(mm«�.r aaaeantr�maaxialra«) TC 1-2 0.105 13416, (-131 lbs) EC 3.1 0.705 -198lb, Who Truss-to-truss Connections Summary ID Carred Truss Caaying Teas Ca-ing Offset Angle T713 J7A F02 1-9429D degdeg T773 32A FG2 3-9.12 g0 Tr13 J2A FG2 19-72 m M3 3 J2A FG2 7.9.12 9g Notes: \�� Cj_BA`Va 1)whin this mss has been chosen for quht,ass—ce inspection,the Plate PIasaa-t tddhod pat TPI I-2 VA1Z shau be sed cy=l.lz 2)Tena-fomes emaedim is fa paphicel interpelafim only Ahan ga-other sbmtml can necbm shall be lm-ded m inset the mm:resetim and apJia spawn n the Reattain Summary -\ • ��/ 3)UsbW w•;od tpdi(t—6—based m MWfles a C&C Imdmg. a 4)B3 id IDeterial sbrwcn in the 6c%e rade has only been chadad famielm«peq=&radar to prem,and me.not ia&d adegincy cf.W.l fer ether design cmaideetims. 6544 1 0 STATE F i °4ORO'✓, �i�'�'` • ��/ass�NA�E�G�� 111111 l� NOTICE Aeepy efthis d.4p shell be Banished tethe eaties—bads.The design of this indnidual hums is basedm design odreda and regdtvonend sppdicd by the bins hdmtda cammd relies yin the aau}•and J.C.BANKS e sepieteem of the infmnation set fish be the Hdl&ng Designer.A seal m this drewing mdaatea e«eptm«of pmfasimal eapjaeatiag mspmsAffity solely for the hums cmpment dwip ah—See the epage end the "hal-t rat ®etim&General Notes"page for adfitmat infa®tim.All caveola 0408 shall be m U%d xed bf SwV=Shung-Tie Cmpny,lac in acrndance with ESR-Z752.All cm > are 2 peps,unless the npda Sha.Fag 6 544 P6 ,pealed plate els is followed by a Nr%ti<h in6cates an 18�date,a•S91S,which in& a high lensim 18 page plate 5gp N.Mass High.M P s«Fl 34951 Southern Trus s Com ani es Xqe. • •`• • Nrpd• ••• P � •. . . A2 SOUTHERN 2590 N.kings Highway i + i i i•i •+Prdject:lame: 7119 Component Solution— TRUSS Fort Pierce.,F134951 � • �+ •Date: • • 11/4/2015 11:4428 AM Trus COMPANIES NS (800)232-0509.(772)464-4160 (772)314016N• 772)318-0016 N• •Page: • ••+1 of 1 Version:5.19 50 7 Span Pitch Qty OHL OHR CANT L vCANC V. •PLYS• •Spac"• WGT/PLY 15-8-0 3/12 1 1-7-0 0-0-0 04-0 • 0-0-0 • •: 1: • •: 241h# 70 lbs 17.3.0 • • • --. . 7 1-7-0 7-10-0 ••• ••• 7-10M09 • ••• • 7-10-0 15-&0 •• w • • •• ••• •• •• • • • • • ••• •• 4x5 HS 18- 12 2 12 3F— 13 1.5x3- 1 a 5 4 tx4l FF–G-1 1 FF---1 D-0-0 0-" 7-10.0 7-10-0 7-10.0 154-- � Loading General CSI Summary Deflection IJ (loc) ed Allow Load (pa0 Hldg Cade: FBC 2DIN Tc: Q59(L3) Yen M, a28 m L/607 (3-4) L/18D TCLL: 21 TPI 1-X101 BC: a53(34) Yat LL: Olin l m L/999 (34) L/24D TCDL: 15 Repl.mrin—: N. Wb: Q239A n—TL 004m 3 BcLL,: 0 D.O.L.: 125% CreepFaetal Ka=1.5 HCDL: 10 Plate Offset Qnt:2(,Y•Angt (1:13-15,0.12,Q) MOW-Iaa) (3:1-313,0 MO (4:00.5$90) Reaction Summary JT 74m 14n Combo Iirt Wdm Matmal UNVdam Max React Max Omni" Max)0.' Udift Nbxc&C Ualifl Max Uplift Max Ha¢ 1 Pin(Wall) 1 8 in Soahem Pinc I.3(I in 110911bs - ."r. -111/3lle -1.175 Ra 661bs 3 H Rug(Wall) 1 81. Sotdhan Pine 1.50 in 1,022 to -57411. 4,099 r. 4,098n. OR. Material Summary Bracing Summary Tc SP(A=6.2013)SS W T•C Hoang Sheathed ar Polins at 40A Pnain design!y Oth .201am. BO SP(A=63)SS 2x6 BC B.—S; Sheamda Pis s d 4.K ftll.d.W by Omem. Abb. SP(ALBC6 X112)Oi W Slider SP(AIM6.2013)82 W Loads Summary 1)This nus has been designed for the dF&b due a to psfbou®ebud lire laadphn deed loads. ?)This true hen been deaigod fts me efforts d'wmd loads in aemdmce ithASCE7-10 rim the fanwvrg Deer defmd mpte 175 tpph dtimata sapmme D1 Fury radaeed OeNe/Hip aildmgCdeg�•B0=1.00).OwmOBldg Dme i30ftx70#,h-latt,Nd YhdZone Tars,Neitherondweb—,Wi ed DOL-1.60,CCZone Vhdm5ft. 3)Moroni®stamg attic Ioading in ecenrd®m wim IEC 7hble 1601.1 hn been applid Load Case Irl:Std live Load Point Loads M®ber Laedion D-ch- Load Tnb Wdm - Bot Chd 2-" Dora 104 Is Bat Chd 13_1-8 Dwn 149n. Lead Case Dl:Std Dead Ion Point Loads hwd- Laaadon Dir rimLoad Tnb Wdth HotChd 2.68 Down IA Ila 1 ► Bat Cbd 13_1-9 Daws 186 as / L Member Forces Summary 7daeindanse:bkml¢ID,maxcsl,ma:axial mc<, wqc tons if dtaaent son Reid Color) � �G. BAN`�s/�J (max �r `1 7C sl -1259 2716. 1-2 0.588 d351 In, a3 4%9 Z89 R. -24501Is - EC 34 0.350 21507 mo 4•I 0.473 2.243 Lha .+Lr me \ Ykls 124 4134 576 (.4'A M) Tlrvss-to-trnss Connections Summary to 6544 t Warning Automated load transfer is incomplete Manual loading may be regtdled-(Connections TTS,T rl0,M 1,M2,TTT4,T rIS) a i ID CarredTstm CenrIDpTrus Cavviag0lket AOgk ;�/ ♦/ /�j/'. 776 F0A2 268 90&8777 /ice Nom F0 2 M14A2 ._ 1� 90&8 i1�3 ; STATE 1)V&m this true hes bm ehaeea far @ality ass—nm inspee im,the Fide Placement Method pee TPI 1200LA32 shell be tined Cq-1.17. ,�j 2)I.istd Hind u(dia teeGima mad oro M9pFRq&CBC laadmg � ^� � 4 0 R 1D .•��'�/ \ 3)Ldee®g materiel shown m me alta<talia hoe anty isan aheelmd nor rtxistmm pap®&ailm to gam,ma does net mdimte adegmry damtaial fa 6her design crosideatima. (� `�\\ J�J/�sS��NALENv�� /1111111 � NOTICE Aeyy dmia dmip shall be fi-wh d w the emotion The d.*d'thia mdaidnl mss is based.design--i-andmgttiremmb stpdi d by me Tnss M-6.h—and mlinme eamldetmem d me mfaenetim ad form 6y the Ididldmg Desigta.A seal on this dmrm mdustm ee of `� ®d J.C.BANKS S' ✓ I��d enginwmg meponatL7ity sokW fame bras oompment design shwa.see me aa+apage end me me P 'Impart®t Lafa®etim B Genaml Notes`page fa adds—I infoandim.All cmneda a.&.11 be®tfsenaed by.imps®ghmg.Tw Cmpany,lac in awxdan«with E91t M.All—.0.—.0.plebs 2D takes ma �8Ft Pi—Pi—fl 34951 46544 spe4fid lade arse v M—d by a--Ir rhkh mAcem gang m 18 Ott,,R'S#IS,Whid itA�a high tension 19 sing pkte. 239D N.King High.F Southern Truss Companies,tac..; ';' .'. 'U16$• *:*Al 2590 N. 11i wa • • • • • • ?�ta4 7119 SOUTHERN �� Y • • • ••• CompOncot Sohltionsn*a TRUSS Fort Piero,F134951 ; • •:. : : Date: fie: � •:•11/4/2015 toe 101 s 11:x427 AM Truss COMPANIES (800)232-0509 (772)464-4160 (772)318-0016*Fax Version:5.19.50 7 Span Pitch Qty OHL OHR CANT CANT& • PLYS• •Spr*• WGT/PLY 154-0 3/12 1 1-7-0 04-0 0-0-0 • 0-0145 • • l: • •: 2411%• 52 ms 17-30 • • • —• •—r i 1-7-0 7-10-0 ••• ••• 64-0-6- ••• • 7-10-0 15x0 •• • • • •• ••• 40 • ••• • • • • •• • 000 0.0 4x6 HS 18 12 2 12 I 3F- 3X4 � —13 eon l 3x4- 33 Ji 1 3 5.5x3- 4 1x4 0-0-0 0-0.0 i 7-10-0 7-10-0 7-10-0 15-0.0 Loading General CSI Summary Deflection IJ (loe) Allowed Land (ps0 Bldg Code: FW 21141 TC; x49(la) Vat TL: az7 in L/640 (34) L/1gl TCLL: 20 TPI 1-200/ BC:. Q82(4-1) Vat LL: 0.08 m 1.1999 (34) L/24D TCDL: 15 Rep Mbrinrnme: VesFhb: (114(24) H—I. a05m 3 BOLL: 0 D.O.L.: 125% Creep Fecdat•.Ka=1.5 13CDL: 10 Plate osseu autx-YA"): (I:4-H,L7.a) (2.00.3-1a9a) (3:4.W%7A) (41Q.3a90.) Reaction Summary 31 TSm B a comm B g Fid b Mated, Rod ax FIAb Mar React Mn cnav t3ala Ma a MWFncyp a Mex sac upEfi Mmcudia Max Hari: 1 Pm(Wall) I 6 in Southam Fine 1.30 in 821 Iba - 453 Its -894 IM 494 r. 6911. 3 H M(Well) 1 81. 8wdheen Fix 1.50 in 69916, - 380 R. 4523 IM 4573 as 0 as Material Summary Bracing Summary TC SP(A1=&=3)Ss 2x4 TC 1Le®g sheathed a PW—d 4.s a Palm design by lath-. BC SP( X6,2013)A2 20 BC Buremg Sheathed or Pedis at 480,Pali.design by Men. Ebb. SP WW6-2112)Si 2x4 Loads Summary 1)This mss hes bem designed for the effects dee to 10 ydbottom sham lice ked plus deadloads. 2)Tbis tuns hos hem Ssiped fa the eff.0 d wid keds in ac adance with ASCE/-10 with the fallowing user defined input 175 mph tit®ate.Exposure D,Fella'Egcicsa,Gablelip,- DAdmg CdeM E 0-all-1.00}oall Blg Diml A s 50 a x70 a, -I8 Net Cmd Zme Tema,Neiffier and web considered DOL-1.60,CC Zone Width 5 R 3)W.—dotage attic Iourn in eavdanaawdh ESC T die 1607.1 has Gem applied Member Forces Summary Min indcabe:Member>o,maxCSI,maxu%W finee,(maxecxf.-ifdillicmtbcan—.,dWf.—) TC Sd azw n Ion 1•Z x493 -16fia lin z3 0.494 4,692 1. BC 34 Ell 15821- a Ms) 4.1 x817 lsatu,a -1.292ton Fkb. 24 aim 30 its (-es It.) Notes: 1)When this hens has been chosen for quality assaana inspection,the Porte Placement Method paTPI 1-2007iA3.2 ahau be urea Cy-1.17. 2)luted wind Baia reaccons rased m MWPM a C&C loading 3)Besting metedul shmea in the be ta61e has only been checked fer resistance peapendicela t.gem,and does net iq&cale s&q..7 d'maledel In,dher dniga emsideetions. • ��ll l 1 I i 11//�� % 5544 ; 0 l STATE F 4� 40RI0P•'��.�� s��NALENG��\X ///l/1111110 NOTICE Amp•auxin dmign elan m fixniahod to the aeetim omiaaa.7hedesign dffiis indnidd mss is based m deaig.mlefla and xugdeemmts supplied by the Tams Mmubdurerandmlim yon the ewxsy and ample6mecs d the W—.fim set fath by the BidldmgDesippec A seal m anis drawing idnadea aaspecced pkrof— el mgmeemg a.p..Nlity solely for the hues caapaaant design shwa..See the—pw and Poe J.C.BANKS -lmpotmt Iufx im a cmeml Neta"page for additional inroenmimn .All connector �m ar places shalt be dadaed y Simpson sdong.Tie Cmpany,Inc m aaeaamce with ES114M.Ag mmedapbms urn w�,unless ma ��g g 46u4 specified limo sine is M-1 by a-I r which id�tes an 18 pW pate,err m IV,wbi h indicates s high tension 18 gauge pate 2990 N.Kings H gl.M Pierce fl 3495] Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247588 Permit Number: RC-5-15-1163 Scheduled Inspection Date: November 12,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Footing Owner: NUNZIATA, MICHAEL JOSPEH Work Classification: Addition/Alteration Job Address:1201 NE 101 Street Miami Shores,FL 33138-2608 Phone Number (352)682-8303 Parcel Number 1132060171470 Project: <NONE> Contractor: SLOAN CONSULTING INC Phone: (954)972-3202 Building Department Comments NEW 204 SF ADDITION, KITCHEN REMODEL, NEW 1/2 Infractio Passed comments BATH, EXPANSION OF EXISTING BATH, NEW A/C, NEW INSPECTOR COMMENTS False WINDOWS AND DOORS. Inspector Comments Passed � Its,/ Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 10,2015 For Inspections please call: (305)762-4949 Page 30 of 34 *ADWKW.-ar-u E Pest Related Services re-Construction Termite Treatment 1-800-698-7998 License #4439 Property Information Builder / Contractor Information Treatment Date Time: Name of Builder Lot Block Shell Contractor Subdivision Name Construction Type Street Address, I(if own) Monolithic Floating/ Stemwall �b la_A Patio EntryDriveway City State Zip— Owner ipOwner Name(if known) ]Product / Treatment Information Treatment Type (Must check one): Initial Under-Slab--2LSupplemental Wood TreatmentFinal Product applied: Bifenthrin V� Bora-Care Other Concentration: % Mixed Product Applied:_Gallons Square feet treated: � o Linear feet treated: F] If box is checked,then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the e ention of subterranean termites. Treatment is in accordance with the rules and laws est lished by the orida Department of Agriculture and Consumer Services. Applicator's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs. We offer discounts to our Termite renewal customers! Call 1-800-698-7998 for more information. 2800 NW 22nd Terrace, Pompano Beach, FL 33069 (954) 968-7717 fax(954) 968-2922 www.advantagepest.com NV5 epo s ure and Density Tests 1 Miami Commerce Way Miami Lakes,FL 33016 Y J T:305 666-3563 Project: Nunziata Residence Project No.: 14935 Location: 1201 NE 101 Street, Miami Shores FL Technician: Juan Rodriguez-NV5 Client: SCI Development Contracting Contractor: Report No.: Revision No.: Test Date: 10/23/2015 NUCLFAR GAUGE INFORMATION. Serial No.: 15121 Model: 3440 Manufacturer:1 Troxler 'Prober Actual Actual. Comp: M!C" Test INorkgroup Location Elev. Dept Proctor Dry M1C Pass/' No. (i) Number Density (%) Comp. So Spec Fail Comments (Pefl �' 1 Footing Backfill Footing for addition Building-6' 0.4 12 1 106.7 8,1 98.9 98 Pass East from SE comer 2 Footing Backfill Footing for addition Building-7' 0.4 12 1 106.8 8.4 99.0 98 ss South from NE comer Proctor Soil Description Max Density(pcf) Opt Moisture(%} Number 1 Dark gray sand with silt and limestone fragments 107.9 10.2 rlele License57604 NQot rib 5 �llr �Ir STATE of: A'9p` SS1010V B-%Compaction below specified requirement;C=Retest of previous test;D=Moisture content exceeds specified limt;E=Moisture Content Below Specified Lime—Indicates Test has not been approved by a PE. Tested in general accordance with ASTM D6938.The results are applicable only to the Filter Criteria Project[D=14935 locations tested and/or inspected and are not necessarily indicative of the entire lift or area 1 where tests were performed.This report is for the exclusive use of the client to whom it is Page 1 Of 1 addressed and should not be reproduced without permission. LABORATORY COMPACTION TEST REPORT 118 113 108b10.2--1.. 07 CL y C N 0 103 98 93 4.5 6 7.5 9 10.5 12 13.5 i Water content,% Test specification: ASTM D 1557-00 Method C Modified 'I Elev/ Classification Nat. %> °I°< ' Depth USCS AASHTO Moist. SPG. LL PI 314 in. No.200 SP-SM A-3 NV 2.1 7.3 TEST RESULTS MATERIAL DESCRIPTION Dark gray SAND with silt and limestone Maximum dry density= 107.9 pcf fragmentshraces df roots Optimum moisture= 10.2% ,vveii� Project No. 14935 Client: SCI Development Contracting Remao t3U DIK Project: NunziataResidenceSam IUA�'C(25" Sa e '10-28 b5 o Location:Existing MVI-Footing-Addition Bldg G Sample Number: 1 Sa y�.�Rod z '.�a NV5, Inc. X10 %O 1T Miami Florida 5 d' � ..yAOFESSk' Tested By: J.Delgado r GRAIN SIZE ANALYSIS REPORT C C C C C C Cc O O O O O O Y O 100 I I I I I I I I I I I I I I 90 I I I I I I I I I I I I I I I I I I i t I I I I I I s0 I I I I I I I I I I I I I I I I I I I I I I I I I I I 70 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I w80 I I I I I I I I I I I I I I z I I I I I 11 I I I I I I I I I I I I I I I I I I I I I Z 50-- LU 0 W ! I I I I I I I I I I I I I v I I I I I I I I I I I I I I a 40-- 30- 20-- 10—— 03o 20 10 I I I I I I ) I I I I I I I I I I I I I I I I I I I I 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. %+3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Slit Clay 01 0.0 2.1 10.8 1.0 8.5 70.3 7.3 LL PL Dgr, Drko Dan Dw 131r, Dip C C11 o NV NP 1.4379 0.2920 0.2437 0.1667 0.1083 0.0863 1.10 3.38 i i Material Description USCS AASHTO o Dark gray SAND with silt and limestone fragments/traces of roots SP-SM A-3 Project No. 14935 Client: SCI Development Contracting Remarks: Project: Nunziata Residence t®clt�bQ 2s-1�5 o Location:Existing MYI-Footing-Addition Bldg G Sample Number: 1 �. ko rigdez J t*bb LU NV5, Inc. o?. moi Miami Florida �.OFES Tested By: J.Delgado Miami Shores Village A�tfiUt� 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 o Phone:a (305)795-2204 p� toReaA , € 4 ti4 Expiration: 0 1If 1 Project Address Parcel Number Applicant 1201 NE 101 Street 1132060171470 Miami Shores, FL 33138-2608 Block: Lot: MICHAEL JOSPEH NUNZIATA Owner Information Address Phone Ceti MICHAEL JOSPEH NUNZIATA 1201 NE 101 Street (352)682-8303 MIAMI SHORES FL 33138- 1201 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 83,000.00 SLOAN CONSULTING INC (954)972-3202 _.. .__ __..... ,, ..._._....._,_. ..,..._. _ __._ ....,,... Total Sq Feet: 950 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Drywall Type of Construction:NEW 204 SF ADDITION,KITCHEN F Occupancy:Single Family Miscellaneous Stories: Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms: Bathrooms: Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Bond Return: Classification:Residential ColumnsFoundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Contractors Bond $$4gFill Cells Columns CCF $49,g0.00 Invoice# RC-5-15-55590 Wire Lathe CO/CC Fee $150.00 10/14/2015 Check#:298 $3,709.50 $50.00 Review Electrical DBPR Fee $37.35 05/18/2015 Check#:6382 $50.00 $0.00 Review Electrical DCA Fee $37.35 Bond#:2875 Review Building Education Surcharge $16.60 Review Building Permit Fee $2,490.00 Review Building Plan Review Fee(Engineer) $120.00 F.Termite Letter Plan Review Fee(Engineer) $120.00 F.Elevation Certificate Plan Review Fee(Engineer) $160.00 Review Plumbing Scanning Fee $12.00 Review Plumbing Technology Fee $66.40 Review Plumbing Total: $3,759.50 Review Planning Review Mechanical Review Mechanical Review Structural Review Structural Review Structural Declaration of Use construction nd zonin ut ore,I authorize the above-named contractor to do the work stated. October 14,2015 A d ature:Ow Applicant / Contractor / Agent Date Buil ing Department Copy October 14,2015 2