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RC-17-592 (2)
+�. �v ; 1�' l r • r , .4 ` �` .."+5 i14 �S�i� � �. l py`y �,�� fi .`•u � "S •i+' W�Ny • 44 r � � . �s �'°Gfici" r }-vi1L� � -d.f .'y'. h v J�F4• � , I CI y 3 �'`t`� � r ~ �# �`K' '�2�• i.. .e.'s�j:� C` I m°��'x+a.S' ^c�yy�,�.��4��#c—'` *Yy�'y� ��'F 3'`�;` � '` J.,� �� '3+. 1, Certificate of Completion Miami Shores Village- _ 10050 NE 2 Ave, Miami Shores FL, 33138 I t + Tel: 305-795-2204 Fax: 305-756-8972 {' • " Building Inspection Department 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: »>> P 1 9 9 9 1 Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-3-1.7-592 WILLIAM ARNOLD -• •� �;�•' Owners Contractor DREMCON CONSTRUCTION CORP r� � , r r ."J��• i Subdivision/Project MIAMI SHORES SEC 2 Date Issued June 27, 2018 r . Occupant Construction TypeV_g Load N/A { • ` :' t .• 4 Square Footage 223 Occupancy R-3 s t Type h' o Description of INTERIOR RENOVATION Applicable •�. Work 2014 FLORIDA BUILDING Code �' •:} �k"r'w� , Location ' ' 746 NE 94 STS , i `� �• , � Miami Shores, FL 33138-2439 c" 00 iC 193 °$ Fns 9J ������ Building Officials Approval Ismael Naranjo, CBO - - Not Transferable , �- A'pc POST IN A CONSPICUOUS PLACE �) + ;* -• tM 1 'r a T �" Y4f'g' ° CfJ " _• l ��d, i •� ,;�� e��'�'r � ••7 T,. �;' '�'ri _ 2 �t � -`�,. + '�cti ;'�.7 �'R. !� `r - 3K �:�,. ?' r '• ,5 -.{"Y`.S '�� f .L�:t•C gyp. ;:-a"+t�. 6,��''�: St,� ,rr•,t '6,t2� • .�"+i ,r N+"�� Y. t•.- ���'�.YY`` Y �i,�.gYX�s� u ,jy�•) .f•��, R`t,r�i'R-•i$��• '-s,J �t�' +�✓"' r •1�4t ~��t.. •R:1 c�. �� •! i.a '?Ft•: 6� ' 'A{'�!r5 p��. R:F'Sr� •.z�y' ;L�=i�7. '��a '_t:.- ii 'k�M�ry �j� �}4 f�, ��'s 1 `ir •^' -�a +' ti't[ I ""' r y79R' 1• �511�� .p� i .F"j�� S �`��'� ,. '!?i �r+ �'�t�'}'. I O.t��,•.t^ yt7t .} i'��7@lr-� A.a. ��!y i+l� �'1+5v'/�� ,y' a 4 � 7rSa�f "��,�; �.���1",i� �5�4 �+6'Q+PJi � nl ''�Pf'�b =�1 � ���4J�i'i""�fi`��'I�iS'� ���' 1f�6.�p,'Mj�s��bf'r' •y��� y d + 5 r n S J1>iSD „, �. • ..ea I 3 ��xl i ' i. Yti;gf1 '��j�ie..`is SRr; S' Ir��4 9 ., `_"'. .�,,... _ "v`."r"';e'.'y.�.,"�"v'.-",e'•_-"`—w+rt-+—r-T."mow'-""'e'°V�"�i_.•-1:-'C+...,,r e•-,�:,.♦------------q'_._...,.ry�--'.----•�—...,._ .:se � GTlCNL RE` 0R0 "d a POST ONSITE �aR�s y ;F , .. .permit N0*`RC=3 r 17=592 ,,,, .h� Miami'Sho es Village w Permit Tyke esldsnUal>Construction` " 10050 N'.E.•2nd Avenue Ap' "r y. ' k „ t_ + 7 m ' Mani Shores FL33138 0000:, $ as Work Classiftcabon.,Adilitlt nlAlteratloh� 'tiaN o`f f �tF401*':(k3 05)756-, 8972 osa su_e Date.9/14/2017 Exp eS. 0313/2014L ek. 8. INSPECTION REQUESTS ,(305)762-4949-or"Log on at_https!/bldg:miamishoresVlllage:comlcap[ 'x { REQUESTSARE ACCEPTED DURING:8:30AM'-3 30PM FOR tq FOLLOWING BUSINESS DAY."' Requests must be received by 3 PM for;follow[ng day:irispect onS Residential} k 0" ttucfi ,M y ' an. , _ " ` ' Parce4:.1132060141660 Owners.Name WILLIWARNOLD �Owner'sPhone: `Job Address' f i t 4 tal`Square Feet: a 223' ON. • Bond Number, 3506 r ^ IJoti Valuation $ 40;470.00 S " r " OR LLOWED: ON ROUGH"FRIDAY,,8:OOAM,-7:OOPM. + Contractors : ,,. ' " ,Pfione Pri , on DREW.=CONSTRUCTION CORP'W' T S:OOAM=6:OOPMc (305)903;628 -• S ALLOWED ON SUNDAY O HOLIDAYS . [ R RK i { , + ggg NG"AND ROOFING INSPECTIONS ARE DONE", w ]� y •- .M YTHROUGH"FRIDAY: t _ _ _ _ • [ �"` t ,a.- a ,�, ,(r PIT % ". c _ ;4y NO INSPECTION WILL"BE MADE'UNLESS THE PERMIT CARD:,IS DISPLAYED,AND HAS"BEEN APPROVED: PLANS ARE READLY AVAILABLE. ITIS. .I. ' THE PERMIT APP.LI'CANTS,RESPONSIBILITY TO ENSURE THAT WORK-IS ACCESSIBLE`AND`EXPOSED'FOR'lNSFECTION PURPOSES. NEITHER THE BUILDING OFFICIAL,NOR THE CITY SHALL BE LIABLE,FOR EXPENSE ENTAILED'IN THE,'REMOVAL OR,REPLACEMENT OF�ANY.MATERIAC E. REQUIRED,Tp`ALLOWrINSPECTION:r WARNING y OWNER: YO [ • �� TO' ,� YOUR �FAILURE70— RECORD. ' A NOTICE OF COMMENCEMENTR'MAY RESULT -N'-YOUR PAYING TWICE FOR'�IMPROVEMENTS - P � TO YOUR `PROPERTY. A.NOTICE [OF COMMENCEMf NT `MUST BE RECORDED- t_ AND POSTED—ON THE JOB "SITE BEFORE; THE FIRST' 'INSPECT,ION 'IF y YOU ry �_ �}f,CONN !SJ. TEND :TO.. OBTAIN" FINANCING- CONSULT." WITH'_ YOUR, :LENDER. OR, AN I ATTORNEY BEFORE- COMMENCING,-;WORK; OR RECORDING; YOUR NOTICE O,F } COMMENCEMENT: y ti iti.��•...�^,.m ,F�..:«�._�� .tif aw.c "� � r }� i. [ ,..,a.....[�...[.r.�.�,.�� -..�. 'l" -yi-.[. _ mr.. ,I ECT . RECO' _ . Np w, STRUCTURAL INSPECTION • r,DATE :INSP. INSPECTION ,- FOundatiOn t''s DATE". INSP_ INSPECTION- , Stemwell•r Attachment ,� DATE. INSP t, M1 Slab ,' aw: 'I r Rough': 1.6 . Columns(1st Lift). } Water$eNICe Colurnhs(2nd Lift) , Tie:Beam IWORKS w. / INSPECTION r s D ,. Top Out - Truss/Rafters �" AT NsP Fire Sprinklers a .,; Roof Sheathing Excavation Septic Tank ' Bucks ,. Sewer Hook up Interior_Framing 1 r • • Insulation '' ELECTRICAL A INSPECTION'S �,r Gas' Ceiling Grid , 4a• , DATE F „'INSP' LP Tank, 1 { Drywall � Tem Crary Pole a =r Well Firewall _ , 30 Day Temporary 4 Lawn Sprinklers ,. . Piio(Bonding _ VVire7L'ath - Pool Deck Bondln Main Drain`, • 'F a._ Y Pool Steel`' gr Pool'Piping° r Pool Wet Niche', Pool DeckBackflow Pre%entor; Final Pool f a "' Underground:-` }Yr Final Fence �• �,; _ Footer Ground t Screen Enclosure Slab - Catch Basins, Condensate'Dralns; Wall Rou h Drive' ay, J1, .T g . I y � <, . HRS,FInal,.•,. Ceiling gh- .. Driveway Base- - -- is Roug Tin Cap ;' �� N6 COMM is • PLUMBING Roof:in Progress,,; p ugh: r Telephone-R`o Mop in Progresso z Tele hone Final ' Final Roof. TV Rough G N Final Shutters-Attachment` Final -'+ Cable,ROugh Shutters- < , •�tM ' ` Cable Final Rails and Guardrails P i ADA compli yv� fir Inter . ' • com Rough � `•' ance' "�. Intercom Fin`al a _ r> MECHANICAL Alarm Rough, ` INSPECTION, i DATEJ, INSP t Alarm Final Underground_Plpe ,y DOCUMENTS, Fire'AI ' n �. a I Soil Bearing Cert a"rm Rough r Soil Treatment Cert _ .w ate, Fire Alarm Final: a L � . Service•'Work With Floor.,Elevation Survey"' �' R' . � Rough Reinf Unit Mas'Ce'rt I �• � , �` ' Ventilation Rough Insulation Certificate ' ELECTRICAL,COMMENTS` Hood Rough' Spot-Surveji H �1 r 4 - y., w PreSSUfe Test r i~ s ... Final Survey Fin'al'Hoods:g I Truss Certification, v FinaLVentilation „STRUCTURAL COMMENTS, � ' ��� Final Pool Heater. Final.Vacuum FIREINSPECTION„ MECHANICAL'COMMENTS a� DATE, INSP' - *' Final Sprinkler" ' Final Alarm" .. Aa• s •, „w r t 0 000 R • trws, Inc.i 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 fAiprgif f L 3 465.0313 • Tel. (305)552-01;4'x/x=800 =8=-;2144• •; �•� FAX(3dS)•2'27'1797.• •.• • Web Page: www.alflexexterminators.com/Email: alflex@liellsouth.net CONFIRMATION OF COMPLETION &JV, jIV99U8TERRANEAN TERMITE PRETREATMENT AND CERTtFZCATP(9P;QQJVI�;9IANCE Purchaser: Address of Treated Premises : TULE GROUP,' INC. RESIDENTIAL Address 22004 SW 125 AVE/MIAMI, FL Lot-0 Block-0 Phone (305) 219-6221 746 NE 94 ST/MIAMI, FL Number of Structure(s)to be treated : ONE Product Used 1 Square Footage 200 Gallons Used : 20 DOMINION 2L k Linear Footage : 56 Gallons Used : 22 IMIDACLOPRID (0.05 ) Permit#: 1 Date Initial Treatment': 10/24/2017 9:00 AM Date of Completion : 5/30/2018 7:00 AM i Technician :* CARLOS 0 AI-Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation.Treatment has been made in accordance with the rules and laws as establishedb)'the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade.AI-Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN&ASIAN TERMITES) I a - ` { \�\,,,NNNN\11'1111111111!111/i1;1Ny//// I ORS AI-Flex Exterminators, Inc. byCorporate "SeaI:L President . ^ �' *� Dated: 5/29/2018 This is ri"ot valid.witNout*aeCompany Seal .. uoxeml"'• •_ t f J 4 i k 3 ' Inspection Worksheet I + Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-305794 Permit Number: RC-3-17-592 Inspection Date: June 05, 2018 Permit Type: Residential Construction Inspector: Kendall, Travis Inspection Type: Survey Final Owner: ARNOLD,WILLIAM Work Classification: Addition/Alteration Job,Address:746 NE 94 Street Miami Shores, FL 33138- Phone Number Parcel Number '1132060141660 Project: <NONE> Contractor: DREMCON CONSTRUCTION CORP 'Phone: (305)903-6282 Building Department Comments NEW ADDITION FOR MASTER BATHROOM CLOSET Infractio Passed Comments AND LAUNDRY ROOM INSPECTOR COMMENTS False p Inspector Comments Passed Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. tl a For Inspections please call: (305)762-4949 June 05,2018 Page 1 of 1 r 5102 SUV 131 Avenue, ESTEBAN OFZTl ' ;• •; ; Ph(786)541-4455 Miami, Florida,33175 LAND SURVEYOR:& 4ANAER:•: : : email:Survey.IG@yahoo.com Property Address:746 NE 94th Street, Miami Shores, Florida,33138. Legal Description: Lots 8 &East J Lot 9 in Block 65,of"MIAMI S#40RES-SEGTJON Weaccarding to the Plat thereof,as recorded in Plat Book 10,at Page 37,of thePw6lic Recoad$.of Mdrli DW County, Florida. . . . . . . . . . . . . . . . . . . . . . Boundary Survey(Final As-Built) Scale 1"=20' •• • • • •• ••• •• 15' ALLEY Asphalt• • • • • • ••• •• Pavement FIP FIP 01" 75,0' 011, On o 20 PI Q M I N 8t90 �p Lot p Line rn Half Lot 9, ui Block 65 Lot 9, Block 65 10.38 14.90' ca SW There may be easements and/or $ other instruments affecting this N a \ property, recorded in the Public a ti Records not shown on this survey. Bridts ad IAc 00 N N r ;r, 39.20' 1 .5 r Residence #746 FFE=11.96' N X On 26.80' 12.40' 10.5 PI � Metal Fence � I °• r.Ll � / fA 1.98 14.85' of 9.21 F— z 10.45 I 0 �/ g p� LU cc cc Conc., > € z i r < N V LU LJ 1P0. E k- a. FIP FI –MOP 75.0. . . b far0 USidewalk7 FNLL� U.1 Q 0Z WREC2.5VEDy , o oJUN Q J Q N CO U rn 20' Asphalt NE 94th Street Pavement qb1 (75' TOTAL R/W) LEGAL NOTES Certified to: Date of Feld Work 05-29-2018 This Survey does not reflect or determine ownership;Examination of the Abstract of Title will WILLIAM A ARNOLD & have to be made to determine Recorded Instruments,if any,affecting the property;This VIVIANE GUTTER Survey is subject to dedications,limitations,restrictions,reservations or easements of rec.; Legal Description provided by client;The Liability of this Survey is limited to the cost of the Not valid without the signature Survey;Underground Encroachments,if any,are not shown;This firm has not attempted to and the original raised Seal G locate footing and/or foundations and/or underground improvements of any nature;If shown, of a no licensed Surveyor Order No. 1$-601 Bearings are referred to an Assumed Meridian;If shown,Elevations are referred to National d mappers Geodetic Vertical Datum of 1929(NGVD 1929) anpP Esteban Ortiz, PLSM 5927 LEGEND AND ABBREVIATIONS A=Arc Length; AC=Air Conditioner, BC-Block Comer, BM=Bench Mark; BOB-Basis Of Bearings; CB-Catch Basin; CI=CIear,Conc=Concrete; Dr–Drive; E=East; Elev=Elevation; FDH=Found Drill Hole; FR=Found Iron Rod; FFE=Finished Floor Elevation;FH=Fre Hydrant; FP=Found Iron Pipe; FIN-Found Nail; Fr=Feet; LB=Licensed Business; LFE=Lowest Floor Elevation; LP=Light Pole; N=North; NGVD 1929=National Geodetic Vertical Datum of 1929; NTS=Not To Scale;OE=Overhead Cables; OH–Over Hang; Pb=Plat Book;PC=Point of Curvature; PCP=Permanent Control Point; PL=Planter or Property Line; PLS-Professional Land Surveyor, PLSM=Professional Land Surveyor and Mapper; POB=Point Of Beginning;PRM=Permanent Reference Monument; R=Radius; (R)=Recorded Dimension; R/R=Rail Road; R/W=Right OfWay; Sec=Section; T=Tangent; S=South;SIP=Set Iron Pipe With Cap Stamped PLS 5927; UE=Utility Easement;UP=Utility Pole; UTY=Utility;W=West; WF=Wood Fence; WM=Water Meter, WV-Water Valve; q= Centerline;—X--eChain Link; ®= Concrete Wall; ' =Degrees; A=Central Angle; 0-Diameter ' =Minutes; " =Seconds;ss2s= Wood Fence U.S. DEPARTMENT OF HOMELAND SECURITY ;•; • OMB No. 1660-0008 Federal Emergency Management Agency • • Expiration Date-'November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow&'6structions o4ages•1:-9. ••• Copy all pages of this Elevation Certificate and all attachments for(1)community offilial, (2)*AguraAce agent/corripany, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: I WILLIAM A ARNOLD & VIVIANE GUTTER A2: Building Street Address.(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 746 NE 94 STREET City + State 'ZIP Code MIAMI FLORIDA 33138 A3. Property Description(Lot and Block Numbers,.Tax Parcel Number, Legal Description,etc.) Lot 8 & East 1/2 Lot 9,in block 65, of Miami Shores Sec. 3,Pb 10,Pg 37, Folio# 11-3206-014-1660 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25°51'41"N Long.80°10'58"W Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1205 sq ft ; + b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1440 sq in d) Engineered flood openings? ❑■ Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage -300 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade, 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes M No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State a Village of Miami Shores 120652 MIAMI-DADE FLORIDA B4. Map/Panel B5 Suffix B6: FIRM Index B7. FIRM Panel- B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ " (Zone AO, use Base ,Revised Date Flood Depth) 12086CO306L L 09/11/2009 09/11/2009 X n/a B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑■ FIRM ❑ Community Determined ❑ Other/Source: r B11. Indicate elevation datum used for BFE in Item•B9: K NGVD 1929 ❑ NAVD 1988 p Other/Source:, B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes N■ No Designation Date: na ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 f , t Y r I %• • ••• • • • ••• •• • • • % •• • 1 ;.: OMB No. 1660-0008 ELEVATION CERTIFICATE ; ; •;, ; ; ; ; •;, Expiration Date: November 30,2018 IMPQRTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. Noaor P.O•Rowte•and Box No* Policy Number: 746 NE 94 STREET • • • • • •• • 1 City - State '.' ',' ',21P'C8de .;. '.' Company NAIC Number MIAMI FLORIDA 33138 SECTIOWC-BUILDING ELEVAJION 1Nf'0FNAFf9N;(9UgVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawibgs"` : 1 euQdpg Under Cbnstruction* 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al=A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: County BM A400, Elev=14.75ft Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ❑■ NGVD 1929 ❑ NAVD 1988 ❑Other/Source:' ' Ii Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 8 10 © feet ❑ meters b) Top of the'next higher floor 11 96 ■❑ feet ! ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) na ❑■ feet ❑meters d) Attached garage(top of slab) 9 21 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9 00 ■❑ feet ❑ meters (Describe type of equipment and location in Comments) i 0 Lowest adjacent(finished)grade next to building(LAG) 9 01 ❑■ feet ❑ meters r g) Highest adjacent(finished)grade next to building(HAG) 9 37 ❑■ feet I ❑ meters h)p Lowest adjacent grade'at lowest elevation of deck or stairs, including na ❑■ feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by'law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in,Section A provided by a licdnsed land surveyor? ■❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number , Esteban Ortiz 5927' I Title Professional Land Surveyor and Mapper Company Name n/a Address 5102 SW 131 Avenue F: City State ZIP Code. Miami Florida 33175 ON f SignatureDate Telephone 160�1_ 05-29-2018 786-541-4455 l Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Pages 3 and 4 of this form do"not apply to this property; C2(e) refers to an air conditioner compressor locate west side; latitude and longitude by'Google Earth; Highest Crown of Road Elev=9.67 feet;New Addition Finish Floor elevation=11.96 ft FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 1 , . . ... . . . ... BUILDING RWUTUGRAiHS: . . . .. . . . OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. . . Expiration Date: November 30, 2018 f • •.• . • . . ... IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Blde. Nolpr P.O.Roytp..and Bqx No. Policy Number: 746 NE 94 STREET : : : : .. . .. . . . • • • • • • • • • • City State '.' '.' %1IP'G8de .:. %* Company NAIC Number MIAMI FLORIDA 33138 .. . .. ... .. If using the Elevation Certificate to obtain NFIP flood ins1;ncj.jffij It ta$t '.buling photographs below according to the instructions for Item A6. Identify all photographs with date taken;:FTn:Vlevf'zM"Frear Vievy"-, and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show•the feurrdation wittv representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption Front View 05-29-2018 Nn FP III R •iS L . Photo Two Photo Two Caption Rear View 05-29-2018 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 MIC111 II JI IUI CJ V IIId8C RSC Building DepartmenteePQ2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ©JJ Tel: (305)795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305)762-4949 f s4 FBC 201LI BUILDING Master Permit No.2C (-A -69*z— PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION GZ SHOP 7205 �J C� CONTRACTOR DRAWINGS JOB ADDRESS: q#10 IV 5 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:_1� ���b ' T c� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: FloodjZone: BFE: FFE: OWNER: Na,,''m''e(Fee Simple Titleholder):�i IIIGy" A`f n 6a `V Irn�hone#: Address: �� _?10 W6 q iks� _ City:yknm.i 5 �.(jre s State: 1 Zip: Tenant/Lessee Name: Phone#: 3�-ZtIP�/�f J O4 Email: CONTRACTOR: Company Name: $ 4 - A r Phone#: Address: 333 5 S U I 4S d City: ,prot l State: tq Zip: ';*34J6 Qualifier Name: Nefco m N(/✓I P2 Phone#: .3Ifo 3 State Certification or Registration#: G 6 G 5a` 7 �dg Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value_of_Work.for_this�Perm'it-$ e!!9Square/Linear Footage of Work: Type of W ro k: 9 Addition ❑ Alteration ❑ N-e-tw— ❑ Repair/Replace ❑ Demolition Description of 6rk7 Specify color of c9for 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 S Bonding-Company's Name(if applicable) •lam ' �, Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) vlortgage Lender's Address t 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 incompliance 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 approved and a reinspection fee will be charged. FTheforegoing Signature _ Sg e OWNER or AGENT C ACTOR r instrument was acknowledged before me this The foregoing instrument was acknowledged before me this V day of 20 by daffy of e/ We/e 20 l , by ��pe`rson�all/y known to (�(/ faicti/,?�U /yllCle who isersonally knew pn to 9me or who has produced L.-(D62J VISIlly 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: \SSILVNkkQ� F � `� P •�p�SSION' �� V�atch Sign: 9• Sign: 164&ffID 'Print: =*' .o�Print: Seal: :, �•••• eorMea� ���••�Q: , `• 9cE.; RUSLANABODUI , LWIc �:•��;�� Seal: :r W COMMISSION B FF si6186S EXPIRES:Mmdi 3.21=1 Bonded Ttw Notary Public Undermbm It 1••IN APPROVED BY Plans Examiner Zoning I Structural Review Clerk 1ty alert symbol la use a"�1 your . ni PERSONAL SAFETY iS l yGp `"I 1Nfn ANGER: A DANGER designates a condlt! ie this . � , herefailuretoto symbol-BECOME A EO' . Ilowinstructlonsorhaedwa A3AGE. Ing will most likely result In sarlous Pers*, "`, ; _� Injury or death or dam •to stru µa• eg cturm f �CAUTION: A CAUTION Identifies as o " i practices or Indicates unsafe condltlo t ' iNAANiNQ: A WARNING describes a c*ndltl where failure to follow inetrut•q ,A result in paraoral Injury or damage to structure ons could res.ut sewers Personal In fury or damage to structure HIB-91 Summar umma Sheet r COMMENTARY and RECOMMIDATION S for HANDLING, INSTALUNG & BRACING METAL TRUSS PLATE INSITrUTE PLATE CONNECTED WOOD TRUSSES° se,D•onofrfo cry stu,.Zpe It IT rho responaibNifV of Me lnstNlM /bulldp bulldbte ••••••- Maal�wheonale=719 C1Itlhactor erecter K ersctlen contras /lc ss psrsonnalMthewaadtruss I60h s�a9s lrnrrrlle Ins/altand��.�. M erlyreceha s'nloed elan Involy kNhnbyebutmustdusta tenatureafres o 91t wale conrteclad wood Inusaa►e nm►...•rti edr be Prevented as a paid@ Ift the We at a qualified build, p nsibil Irm The InMsiiar"ns mrsrs-000sme d Inataller-7htl%theTruasplabins*uta,lno, ng design, wdh any other structural mgftdeL TR does � egreeatf sefdy awarNlep ae fordatnapNarlNnp franthe ►dleclakne"reepansit Wrhabeinterpteted ing.f a aiiing totM naeIrahatdtheserecommandstlortsto aJtdIM-ag aarl ingkcontlrtvd nppliationorretieneeonthe recomm Pm1�tAmhdoasarlEnginwadsslpn specalcatbn Co rl by building des! endau hrrhandrnq,InstWingendbndngwocdtruveaatora arta COPY09M rightsgneMInstallers.andoth rsaommsndatlons we based upon the eollsoWe experience ftid«I�p t nloal o Wisem* ed thereof must not be reproduced in srry neero0d'Thle dooum•r Publisher.Printed in the Untied 81alas of America, written pe,miaa CAUTION:Thebuildwe bulldingcontraeW,licensed contractor, erector or erection contractor Is ad- CAUTION:AUtsmporary bracing should be no los vlsed to obtain and read the entire booklet'Corn. �� grade marked lumber. Ali cormaction Should be made with miniintum of 2-1 tad nails. A Me"and Raoommendatlons for Handling, in. stalling & Bracing Metal Plate Connected Wood trusses assumed r on-cent t1/.4ttAse. All multi-pt ' Trusses,HIB-til•from the Truss Plate Institute, trusses should•be connected to ••• dance with design drawin gto Installation•aceor 1 9!'pr to tnstailation, TRUSS STORA • -7-1 ...... .... CAUTION: Trusses should not ••'••' �•'•' 6e unloaded on tou ...... #?'; 9h terrain or uneven surfaces which could • cause damage to the truss. ►• i I61 . e'-to• r-to• � �� Trusses a fared horizontally should besu . ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored ve►tically should be braced to prevent toppling or tipping. WARNING:Do not break banding until Instaila• DANGAER: Do not store bundle tion begins or IIR bundled trusses by the bands properly braced. a upright unless WARNING:Da not use damaged trusses. DANGER:Walking on trusses which are lying hat is extremely dangerous and should be strictly Frame 1 I r i TOP CHORD t= a or greaterSP MINIMUM LAP CHORD. DIAGONAL 01 i LATERAL BRACE SPACING(DB �=�� PN APITCH SPACINapjW 3r-4a' 12 e. Ov 4 See n I�.. • ` I:j-; �j:'' OF: P• 19�red proh'eload engineer HIS Ahern Fkdareh sP� l...tlheerrn�P.l_ea :. ,' , / ♦I All lateral brace! Cm*nu0w Top Chord Lateral la ed at least 2 Requirred�e—� ,= trusses. Attach ' Want Required T•�•h•�Mu�ereMhrdlrtrMMeeahwYb '` �- r•e•rherewrerweeellge•moomweM�eMeM �� p ndMeelwF OMpweltmebe�euldMe� t•e»eMrel/e der . . e.. :..��cwmmus WARNING:FaUiustofollowUme recommendations coul4g"yit In • Mass ssvere personal injury or damage to trusses or buUdln .... •• • PItCH�• rTOP •i:: TOP'CNOrID{!•:�r' . ...... soMNIMUIw cce `L LATEgAL B.. tIPACINO'(D t:'e: 1=***so ••••• SPAN' ,,...� OIFPt.At.NC1 OPACING(LB c C X11ti � i r�r••• '• • r. pig) sown4m Up to 28' _ zS Over st••4Z' &41 • d• �' :�, sees 9 e eRe • �S M4 -6 ,.O S , • ••:\• Ve • Over t0' *41418 reSletered proheeiond ertSlrteer `i\1. . \ •••• OP•Douglas Fir-Larch SP-Southern Pins `\1\`�,'• ;HF-Hem-Fir SPF-Spnn@4 ns�Flr Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �•� ` 17 or Greater trusses. Afteehmord Required ` t T•/eI dedidarNerweerMewreewMroYN f` ti+ �► _ r ~' ti �+ , t� tNer•Or�••�/�•haildle�e� �{. N/M x y- M1� ' yx� we smash"N IM Nryyetlr lob oAoei r_ SCISSORS TRUSS Frame 3 t t TOP CHORD 2x4/2x6 PARALLEL Continuous TOP CHORD DIAGONAL BRACE CHORD TRUS$ Top Chord _— MINIMUM LATERAL,BRACE SPACING (De j TopLAttach=mentr C � SPAN DEPTH SPACING LB —�-- ( P trusses T-P,:"; sew.,s I ase/Dr ar/lNr fop,U.,,,deaw��d."' womns*odbo. U to 32' ass JO• g� +vssilelwelss. Over 32'-4a' 4r 16 10 ^•t�►Nlsa cveMrMaargaAattlelaeab s' 6 4 teMaaabralr.atttr�ahanlwtrsputim over 48'-so 480 S• ate aa..h.e r a.t.w+.ar as tap awe► I Over 60' 4 2 Sae•r Istered rofesbnal en sneerDP-Douglas F1r:Larch SP.Southern Pine HP•Hem-Fir SPF•Spruce.Pine•Fir %�_'7` :/'' rte.• �r' ,r' rr ..�'�1•` 10TUse .Y 1 •,,r''',,'�/• -• ,r'' r.• /.• ',,:fir,r' •r' .rrrsr•..�•. ,,;` 1 •'/. /rr ;r, ,.�• rr ,r+ / i•'• .. ./• r• •}� 1300o, 1 The end diagonal brace -� " '~ •ry +�j''°' =` for cantilevered End MagonaM trusa m n us t be stablliry and must asaas j i' placed on vertical bothho P aw" ;-'.i,;; E webs In line with ends of the truss the support. ...... J& WARNING: Failure to follow these recommendations could reemk In : severe personal in jury or damage to trusses or bulldinga..:.. ...... 4x2 PARALLEL CHORD TRUS&TOP CHORD. i at^arettabtatA.aadwrnr+a.Nr.eaW�t.w.ydraaWeal.e+tspaa.ah«thrw+Wt�aa~.a W» .•.•.••.••.••.• 7TA usrapahards thad we gears"bn—dwfow" . •. .d � ace •• • ua smashed is as bpac.ar tea by atwa • • • • �\ I 1 Attachment ' - try Required -- og 1 .01 ,•',,•r ''"i' ./ter / "'�'..r�r-'',•-'r --' r'�' r 'a'.''{L.�^+s:. I. _ ' r'rrr/•'I •'•'•/r/r/r/�,.i r ,/ J, •'r J �I Aai � ~'fr•"' r •� ;4. Tnts•+esmusthavelun a1�ra! r �' ba orlmded In the hot ,;� brgees lappeds sow t direedon to us this brace spscing. End diagonals are 011114nVaII for c j.. stability and must be dupudated'aw.' both ends of the trues system, '`�.;;`•:'-'..`(. ,mac: :i.`• - 1 Frame 5 Minimun Grade Of Lumber PLATES ARE I,IIR X120-246,200 MANUF • • 2X4 Syp. N0: PLATE DUST BE INSTNIED ON Ek FACE W Jp�i� ( SHOWN) DESIGN'=A GALVANIZED STEEL ( WExcEPT As HNOS) FBC 201 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT BRACING (WHICH IS ALWAYS REOD.) CONSULT BM. ARC SPECS. 4 ••• .. . . .. . . .. . . . . . . . . . . . . . .. .24•ac.TV. •• i•• i i ••• •• •• • • lei t 2+7bi[It1l MACE • • •KJt tMst DE8L11 MIM:-ttw :"I .o roe fo4RS V 10 M00 K IOIIfiS M a 4800 b%gauss 2d 03ttoTe WmVA i-wtAo�o AT 2a-o• tN1ERYALT►ot tlE1 Fp10Ef y► . AT i�-r is faCE CIKA=%9 2tla!. =14,6x) DOtrn LATERAL BRACING DETAIL a tNs K111� ALT. LATERAL BRACING DETAIL ion=•2•• f OC Th. ox.m. t-ta�et sort sou Af0 iiUO[Aj tp. tKmi ACE■M A S•r VU(td VAR) rn: WEB SECTION DETAIL mRTKsToKkmAsm M10o"T no Cwnw w LAW AK i`��� {{���j is�•.►,t• ��J hNv , f rr 16 ARPRovEo TR :W DES. BY NM LATERAL BRACING DETAIL n.nQ Zsu9s = '• I ii CHECKED BY : SJ wi at Kas am ni aoiw � r' DATE : 01/01/16 aor 04 22-M wa.Me poi 4.•w `s'!.'•• � DRAWING .ae T-�oa at.-TKt tae anq m�ota =OIITE:. JOB No. PLATES ARE MITEK M20-249,200 MANUFAC3URES•FRQ0 ASirM A 466-GR •A GALVANIZED STEEL (EXCEPT AS SHOWN) MINIMUM GRADE OF LUMBER PLATES MUST BE INSTALLED ON EA. FACEM..'.�IINt S*MCT9tAttY (EXCEPT AS SHOWN) DESIGN CONFORMS W/NDS SPECS, FBC 2014 2x4 SYP. No. 2SP THIS DESIGN IS FOR TRUSS FABRICATION VNLY.;Fl3t PF"CNT *ACV4G (WHICH IS ALWAYS REOD,) CONSULT BLDG. ARCHITEC . . ... . . . . ... . ... BRG. NOTES, .. 000 .. . . .: . A) ALL COWTE613RI SP6, MUST BE *NSTALLED PER MFG. SPECIFICATIONS. DER RUSS (SEEN .) B) HANGERS REVD FOR TRUSSES LESS THAN 12'-0' SPAN (UNDER 650# REACTIONS) MUST BE SUPPLIED BY BLDR. I 'J05 xQ C) FOR,t§U* bATA.oW4AE§CVWtj AND REACTIONS ETC, REFER TO INDIVIDUAL U ENG.VA)KjG� • • • •• • C� . .. D) THIS 41IP•SE'T H*S DE& ;XSIONED FDR THE LOADS GENERATED BY 175MPH J03 WD WINDS AT 25 FT. ABOVE GROUND LEVEL. ASCR 7-10 COMPONENTS AND CLADDING W AND 9.0 PSF TOP CHORD AND 6.0 PSF BOTT. CHORD DEAD LOAD ARE BEING USED. I ( 'io> n THE AND INTERRNALESIGN SPRESSURECCOOEFFIC ENT CONDITIONY CATEGORY II, EIRAIN EXPOSURE C EXTERIOR BRG. JD1 .moo 17 N 7 7 7 _ci i c -16D TOE NAIL IMAX. REACTION 249# -340# ANCHORAGE TO BRG. —R BLDR. -1 D TOE NAILS 95# - 6 1611 _111 I-4-8#-1 � MAX. REACTION 129# -50# I L-(JOI THROUGH J07) f 1'-0' TO 7'-0' tttlllllllll/l// 11196f -9011 .4214.251-1 '���P CENS•' p0 7.eJ .9 0. 39 - -o • S - OF :Qi 1OR10a .••���'����• NAL LOADING. (PSF) lln �a��� 6 TOP LIVE 30 TOP DEAD 15 DES. BY i RA BOTTOM 10 JACK DETAIL(7'-0"SETBACK) OAD�TR�SS" APPROVED FOR DADS TRUSS CO. INC. CHECKED BY ,JL_ TOTAL ' 55 DATE 08/23/16 6101 N.W.71 AVE.A1UA11,FlA 39168 STR. INC. � 1.33 ___.__. neTFe naio,2nc DRAWING � DDAE TRUSS Dade Truss Company, Inc. 6401 NW 74th Avenue Miami, FL 33166 COMPANY, INC. Tel: (305) 592-8245 Fax: (305)477-8092 Re : T709-80787: A R N OLD & Site Information: Project Customer: DREMCON CONSTRUCTION Job Name -.ARNOLD&GUTTER ADD. Lot/Block: Model : Set Of Trusses Site Name: Site Address: 746 N.E. 99 ST St: Zip: MIAMI General.Truss Engineering Criteria $ Design Loads (Individual Truss Design Drawings:Show Special Loading Conditions): Design Code: FRC2014ITP12007 Design.Program: 8.13 Oct 7 2017 Roof Load: 55.0 psf. Floor Load: I NIA:. r Wind Code: MWFRS{Dlrectional)/C-C hybrid Wind ASCE 740 Wind Speed. 175 mph i This package includes 10 individuals,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and..this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 11/07/17 Cie A01347.10 2 11/07/17 H1 A0134711 3 11107/17 HGTt A0134712 4 11/07/17 J1 A0134713 5 11/07/17 J3 A0134714 6 11/07/17 J5 A0134715 • • 7 11!07/1.7 Ti A0134718 • • • • •• • •• • • , 8 11/07/17 V4 A0134717 • • • • •••••• • •• •••••• 9 11/07/17 V6 A0134719 • 10 11/0711.7. V12 A0134719; •••••• •••• • ••••• • • • • • •••••• \`'''\```��to �A. ., The truss drawings) referenced.above.have been prepared using MiTek Industries,;Inc. engineering Software under my;direct supervision based on the parameteis: provided by Dade Truss Company, Inc. of Miami, FL. — N 35 Truss Design Engineer's Name:.Salvador A Jurado P.E. ' STATE OF FLORIDA REG. NO 19939-,6401, NW 74TH AVE,.MIAMI, FL 33166 F •'��' ti .NOTE: The sealon these drawings indicate acceptance ofi professional:engineering responsibilty for the truss. �r�9,,r� •�r �'! yon` N q �nn77 Ah RR9 f�A 7rVM16 REGQ,e 1It f1939 - 6401 nJNUhU4RAVE. P 1711 :-331 Job Truss Truss Type Oty Ply ' A0134710 31841-1 CJ8 CORNER JACK 2 1 Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:08 2017 Page 1 ID:3018TaNZewEAnOLeQvLBhzmbaB-33gRWIY16w1A vtUFlsttbbL9il9?p4UfPr6EyLYR 3-6-7 7-0-14 3-6-7 3-6-7 Scale=1:14.0 2 2.83 12 NAILED f° • NAILED 8 NAILED T1 NAILED cp 7 CP 1 81 1 9 10 3 NAILED NAILED NAILED NAILED 3x4= rLOADING SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP Plate Grip DOL 1.33 TC 0.69 Vert(LL) 0.27 3-6 >313 240 MT20 244/190 Lumber DOL 1.33 BC 0.80 Vert(TL) -0.46 3-6 >184 180 ' Rep Stoess Incr NO WB 0.00 Horz(TL) 0.03 1 n/a n/a ;Cdc�.F'RC2014/TPI2007 Matrix-MP Weight:21 lb FT=0% '••• LUMBER!6 • 66:66• • OP CHORD 2x4 SP 2256P t.9E NOTES- BOT CHORD 2K4SPNo►2•• ••. BRACIIIG••6; **so** 1)Wind:ASCE mph; VuHZ;T mph(3-second Standard gust)Vasd= f;h=25;;8=45 TCDL=5.Opsf; Vert:9---16(F=-8,B=-8 10=-44(F=-22,B=-22 •••� TOP CHORD *00000 BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft; ) ) §tructurW woos sheathing directly applied or 6-0-0 oc •••••• • •• • • Cat.II;Ex C;Encl.,GC t —0 18;MW FRS purlins. (directional);Lumber DOL=1.60 plate grip BOTCHORD 660669 Rigid ceilipg diregtiy app&d o 2 r 1 d-0-0 oc bracing. Plates checked for a plus or minus 0 degree MiTek recommends that Stabilizers and rotation about its center. •••• require(,f crgsg gracing De IhgtpiNd during truss 3)This truss has been designed for a 10.0 psf 6 erection,iN accordance with Stabilizer bottom chord live load nonconcurrent with any InstallUn uide. other live loads. 4)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 1 = 451/0-11-5 rectangle 3-6-0 tall by 2-0-0 wide will fit between 2 = 323/Mechanical the bottom chord and any other members. 3 = 128/Mechanical 5)Refer to girder(s)for truss to truss Max Horz connections. 1 = 140(LC 4) 6)Provide mechanical connection(by others)of Max Uplift truss to bearing plate capable of withstanding 245 1 = -245(LC 4) Ib uplift at joint 1,244 Ib uplift at joint 2 and 35 Ib 2 = -244(LC 4) uplift at joint 3. 3 = -35(LC 4) 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d Max Grav (0.148"x3.25")toe-nails per NDS guidlines. 1 45.1(LC,.1),,.. 8)In the LOAD CASE(S)section,loads applied to I 2 = 323(LC 1) the face of the truss are noted as front(F)or back 3 = 142(LC 3) (B), FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less LOAD CASE(S) except when-shown. Standard 1)Dead+Roof Live(balanced):Lumber Increase--1.33,Plate Increase--1.33 Uniform Loads(plf) Vert:1-2=-100,3-4=-20 Concentrated Loads(lb) SALVADOR JURADO P.E STATE OF FLORIDA REO NO. 19939 - 6401 NW 74 AVE. MAIMI FL. 33166 Job • Truss Truss Type Qty Ply 31841-1 H1 HIP TR 1 1 A0134711 Job Reference o tional 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:10 2017 Page 1 7-10-0 ID:3018TaNZewEAnQLeOivLBhzmbaB-?SyBn?nOZkAl P13Gcg4Kylgz4zRGCk1Mxzuyl37yLYR 7-0-0 -5 14-10-0 7-0-0 -5 7-0-0 0-5-0 Scale=1:25.6 6x8 MT20HS= 4.00 F12 2 1IT 1 1 3 00 Io � B 2X4 I I 3x4= 3x4= 7-5-0 14-10-0 7-5-0 7-5-0 Plate Offsets X -- [1:0-0-13,0-0-612[3:0-0-13,0-0-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d FLATFS GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.12 4-7 >999 240 •• 2 0 TCDL 20.0 Lumber DOL 1.33 BC 0.70 Vert(TL) -0.26 4-10 >683 • 180 • MT20HS 187/1 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 3 n/a •Na • • • •• BCDL 10.0 Code FRC2014/TP12007 Matrix-MSH 906:** Weight:49 Ib ••FT•a 0% • LUMBER- �...•� � TOP CHORD 2x4 SP 225OF 1.9E NOTES- ••"•. ;..•;, • • BOT CHORD 2x4 SP No.2 •••• • ••.•. WEBS 2x4 SP No.3 1)Unbalanced roof live loads have been • • • ••• BRACING- considered for this design. • . • 2)Wind:ASCE 7-10;Vult=175mph(3-second •' " •• • •••••• TOP CHORD gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; Structural ural wood sheathingdirectly s. BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; • • • • .•.•:. ectly applied or 5-1-1 oc . •:•; ' • BOT CHORD Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS • ••••• (directional)and C-C Exteror(2)zone;C-C forRi id ceilingdirectly applied or 4-11-6 oc bracing • • • •••••• members and forces&MW FRS for reactions •' • ••' • • • MiTek recommends that Stabilizers and shown;Lumber DOL=1.60 plate grip DOL=1.60 required cross bracing be installed during truss 3)All plates are MT20 plates unless otherwise erection,in accordance with Stabilizer indicated. Installation guide. 4)The solid section of the plate is required to be placed over the splice line at joint(s)2. REACTIONS (Ib/size) 5)Plate(s)at joint(s)1,3 and 4 checked for a plus 1 = 890/0-8-0 or minus 0 degree rotation about its center. 3 = 890/0-8-0 6)Plate(s)at joint(s)2 checked for a plus or minus Max Horz 2 degree rotation about its center. 1 = 65(LC 9) 7)This truss has been designed for a 10.0 psf f Max Uplift bottom chord live load nonconcurrent with any 1 = -403(LC 10) other live loads. 3 = -403(LC 10) 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between-•• Max.Comp./Max.Ten.-All forces 250(lb)or less the bottom chord and any other members. except when shown. 9)Provide mechanical connection(by others)of TOP CHORD truss to bearing plate capable of withstanding 403 1-2=-1 653/1190,2-3=-1 653/1190 Ib uplift at joint 1 and 403 Ib uplift at joint 3. BOT CHORD 1-4=-983/1472,3-4=-983/1472 WEBS LOAD CASE(S) 2-4=-27/340 Standard SALVADOR JURADO Ia.E STATE OF FLORIDA REG NO. 19939 - 6401 NIN 74 AVE. MAIMI FL. 33166 Job Truss Truss Type Qty Ply • A0134712 31841-1 HGT1 HIP GIRDER TR 1 1 Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:12 2017 Page 1 I D:3018TaNZewEAnOLeOivLBhzmba&xr3yCho35LATebDej5601 j mGgm8G5mmtPH N3F?yLYA 5-0-0 9-10-0 14-10-0 , 5-0-0 4-10-0 5-0-0 Scale=1:25.5 NAILED Special 44= 44= 4 00 F12 Special NAILED 2 12 13 3 CP W1 1 4 N s. I112 CP Q 14 15 5 16 17 e 6 e g Special 5X6= Special 3x6= NAILED 3x6= NAILED 7-5-0 14-10-0 7-5-0 7-5-0 Plate Offsets(X,Y)— [5:0-3-0,0-3-4I— LOADING 5:0-3-0 0-3-4LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/defI LJd PLATES GRIP TCLL •30.0• Plate Grip DOL 1.33 TC 0.73 Vert(LL) 0.15 5-8 >999 240 MT20 244/190 .... TCDL ••MA: 6umber�DOL 1.33 BC 0.54 Vert(TL) -0.30 5-8 >590 180 • BCLL • 0. 0. ;R stress Incr NO WB 0.19 Horz(TL) 0.06 4 n/a n/a • BCDL • 19.0. Coe FRC2014ITP12007 Matrix-MSH Weight:54 Ib FT=0% • • !UMBER- • •••••• ••• TOP CHORD 2x4 SP No.I E*cept" 9)Hanger(s)or other connection device(s)shall ••• • 0000 n:2x4 SP,.WDF 1.9E BOT CHORD be provided sufficient to support concentrated • BOT CHORD 2x4 SP 2250F 1.9E 1-14=-1810/3316, load(s)369 Ib down and 460 Ib up at 5-0-5,and •• QVEBS .•.•444 SP NW:•• 14-15=-1810/3316, 369 Ib down and 460 lb up at 9-9-11 on top chord •••• BRACINQ- •• •. .• 5-15=-1810/3316,5-16=-1810/3315, ,and 161 Ib down and 92 Ib up at 5-0-0,and 161 •. TOP CHORD ••.••• 16-117=1 810/3315, Ib down and 92 lb up at 9-9-4 on bottom chord. •0•• $tructuralocod gheathirIJ d recto applied or 2-9-10 4-17=-1810/3315 The design/selection of such connection device(s) 0 oc purlins!•••0 • WEBS is the responsibility of others. ...0 tOT CHORD . . . 2-5=-35/509,3 5=36/509 10)In the LOAD CASE(S)section,loads applied • Rigid ceongdiMtly applied of 9-11-13 oc bracing. to the face of the truss are noted as front(F)or m MiTek omends that Stabilizers and NOTES- back(B). required cross bracing be installed during truss 1)Unbalanced roof live loads have been erection,in accordance with Stabilizer considered for this design. Installation guide. 2)Wind:ASCE 7-10;Vult=175mph(3-second LOAD CASE(S) gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; Standard REACTIONS. (lb/size) BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft; 1)Dead+Roof Live(balanced):Lumber 1 = 1525/0-8-0 Cat.II;Exp C;Encl.,GCpi=0.18;MW FRS Increase--1.33,Plate Increase--1.33 4 = 1523/0-8-0 (directional);Lumber DOL=1.60 plate grip Uniform Loads(plf) Max HorzDOL=1.60 Vert:1-2=-100,2-3=-100,3-4=-1 00,6-9=-20 1 = 45(LC 20) 3)Provide adequate drainage to prevent water Concentrated Loads(lb) Max Uplift poncling' Vert:2=-297(B)3=-297(B)12=-115(B) 1 = -813(LC 8) 4)Plates checked for a plus or minus 0 degree 13=-115(B)14=-161(B)15=-61(B)16=-61(B) 4 = -812(LC 8) rotation about its center. 17=-161(B) 5)This truss has been designed for a 10.0 psf FORCES. (lb) bottom chord live load nonconcurrent with any Max.Comp./Max.Ten.-All forces 250(lb)or less other live loads. except when shown. 6)'This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a 1-2=-3572/1992,2-12=-362511960, rectangle 3-6-0 tall by 2-0-0 wide will fit between 12-13=-3625/1960,3-13=-3625/1960, the bottom chord and any other members. 3-4=-3571/1992 7)Provide mechanical connection(by others)of BOT CHORD truss to bearing plate capable of withstanding 813 1-14=1810/3316,14-15=-1 810/3316, Ib uplift at joint 1 and 812 lb uplift at joint 4. 5-15=-1 810/3316,5-16=1810/3315, 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d 16-17=-1 810/3315, (0.148"x3.25")toe-nails per NDS gujdlines. SALVADOR JURADO P.)E STATE OF FLORIDA REO NO. 19939 - 6401 NAV' 74 AVE. MAIM' FL. 33166 Job Truss Truss Type Qty Ply 31841-1 J1 JACK TR @ 45 4 1 A0134713 — Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 715:23:12 2017 Page-1 ID:3018TaNZewEAn0Le0ivLBhzmba&xr3yCho35LRTebDej56o 1 j mRpmGK5pof PHN3F?yLYR 1-0-0 , ' 1-0-0 4.00 12 Scale=1:6.3 2 1 T1 OF OPT 0 Bl o 0. 3 2x4= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.02 Vert(LL) -0.00 6 >999 240 YT20 . 244/190 TCDL 20.0 Lumber DOL 1.33 BC 0.02 Vert(TL) -0.00 6 >999 180 •••••• l BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a : n/a�. ...... BCDL 10.0 Code FRC2014ITP12007 Matrix-MP •0 • %Vbight'I Ib FT%O% LUMBER- • TOP CHORD 2x4 SPNo.2 •••�•• ;••••; BOT CHORD 2x4 SP No.2 2)Plates checked for a plus or minus 0 degree 0000 BRACING- rotation about its center. '0 0 0 0' ;••••• •0000 TOP CHORD 3)This truss has been designed for a 10.0 psf • • Structural wood sheathing directly applied or 1-0-0 oc bottom chord live load nonconcurrent with any •:••: *96060•0 0 00:000 .0•• purlins. other live loads. •• •• ••••0• BOT CHORD 4)'This truss has been designed for a live load of •••••• 4 • • Rigid ceiling directly applied or 10 0-0 oc bracing. 20.Opsf on the bottom chord in all areas where a : • : . 0 0 0 0+;• rectangle 3-6-0 tall by 2-0-0 wide will fit between •••••• MiTek recommends that Stabilizers and the bottom chord and any other members. : ••+ 0 00000 required cross bracing be installed during truss 5)Refer to girder(s)for truss to truss '0 ' 009 0 • • erection,in accordance with Stabilizer connections. 0• Installation guide. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 Ib REACTIONS. (lb/size) uplift at joint 1,27 Ib uplift at joint 2 and 8 Ib uplift 1 = 59/0-8-0 at joint 3. 2 = 38/Mechanical 3 = 21/Mechanical Max Horz LOAD CASE(S) 1 = 24(LC 10) Standard Max Uplift 1 -19(LC 10) 2 = -27(LC 10) 3 = -8(LC 10) FORCES. (ib) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=175mph(3-second gust) Vasd=136mph;HVHZ;TCDL=S.Opsf; BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SALVADOR JURADO P.E STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. tlAIMI FL. 33166 i , Truss Truss Type Qty Ply • A0134714 31841-1 J3 JACK TR @ 45 4 1 Job Reference o tional - 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:13 2017 Page 1 ID:3018TaNZewEAn0Le0ivLBhzmbaB-P1dKPlphsfZKGlnrHodlaxlawAazgG2pdx7coSyLYR 3-0-0 3-0-0 Scale=1:9.4 2 4.00 12 T1 OP 1 `? B1 Q 3 Q., 2x4= rLOADING SPACING- 2-0-0 CSI. DEFL. in (loc) l/defI L/d PLATES GRIP Plate Grip DOL 1.33 TC 0.18 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 Lumber DOL 1.33 BC 0.19 Vert(TL) -0.01 3-6 >999 180 .... : Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a • ;CddV J19C2014/fP12007 Matrix-MP Weight:91b FT=0% •�.• CUMBERS* • •o*..• • TOP CHORD 2x4 SP N0.4••• NOTES- •••* 4OT CHORD 2x4 SP No2... • 1)Wind:ASCE 7-10;Vult=175mph(3-second ... VRACINCL...; '•...' gust)Vasd=136mph;HVHZ;TCDL=S.Opsf; • 0 TOP CHORD •• BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; StructurAWrolleathini?§4 ly applied or 3-0-0 oc Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS •••• purlins. • •• •• •• . (directional)and C-C Exterior(2)zone;C-C for BOT CHORD •••••• members and forces&MW FRS for reactions •;•• QO oc bracing.@igid ceilirig diregtly appIV br 1 shown;Lumber DOL=1.60 plate grip DOL=1.60 .MiTek e ffieh§nds that Stabili7,ers and 2)Plates checked for a plus or minus 0 degree ••• required cros%tracing lie ir!5t@IW during truss rotation about its center. erection,is accordance Wlth abilizer 3)This truss has been designed for a 10.0 psf Installatidn guide. bottom chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 4)'This truss has been eesigned for a live load of 1 = 176/0-8-0 20.0psf on the bottom chord in all areas where a 2 = 126/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between 3 = 50/Mechanical the bottom chord and any other members. I Max Horz 5)Refer to girder(s)for truss to truss 1 = 73(LC 10) connections. Max Uplift 6)Provide mechanical connection(by others)of 1 = -64(LC 10) truss to bearing plate capable of withstanding 64 lb 2 = -87(LC 10) uplift at joint 1,87 Ib uplift at joint 2 and 9 Ib uplift 3 = -9(LC 10) at joint 3. Max Grav I 1 = 176(LC 1) - I 2 = 126(LC 1) LOAD CASE(S) 3 = 59(LC 3) Standard FORCES. (ib) Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. I SALVADOR. URADO P.E STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. MAIMI FL. 33166 Job Truss Truss Type Qty ply 31841-1 J5 JACK TR 4 1 A0134715 --- Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:14 2017 Page 1 5-0-0 ID:3018TaNZewEAnot.eUvLBhzmba&uDBiicNgJdyhbuvM1 rW8G78revagcglysasAKuyLYR 5-0-0 2 Scale=1:12.5 4.00 F12 T1 OP N O) 1 B1 � 2x4= 3 4 LOADING(psf) SPACING- 2-0-0 CSF. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.62 Vert(LL) 0.08 3-6 >749 240f�Ij?�0 244/190 TCDL 20.0 Lumber DOL 1.33 BC 0.54 Vert(TL) -0.11 3-6 >518 *180* • ..•••. BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a •"4 • • BCDL 10.0 Code FRC2014/TPI2007 Matrix-MP 4eight�1-5lb Fr*--..o% LUMBER- •••;,• . , , TOP CHORD 2x4 SP No.2 NOTES- •••••• BOT CHORD 2x4 SP No.2 • • •••••• 1)Wind:ASCE 7-10;Vint=175mph(3-second 0000 • 80666 BRACING- gust)Vasd=136mph;HVHZ;TCDL=S.Opsf; .•.••• •• • 00:00• TOP CHORD 45ft B 25ft h sf Op ; = ; = ; • • • • • Structural wood sheathing directly applied or 5-0-0 oc BCDL=S. L=24ft•eave=4ft; •• •• •• . •.•.•• dins. Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS • OT CHORD (directional)and C-C Exterior(2)zone;C-C for ;";'; ' ' Rigid ceiling direct) g members and forces&MWFRS for reactions g g y applied or 10 0 0 oc bracing. shown;Lumber DOL=1.60 plate grip DOL=1.60 • • :••••• •••••. MiTek recommends that Stabilizers and 2)Plates checked for a plus or minus 0 degree ' ' •••••• required cross bracing be installed during truss rotation about its center. • •• . : • erection,in accordance with Stabilizer 3)This truss has been designed for a 10.0 psf Installation guide. bottom chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 4)'This truss has been designed for a live load of 1 = 296/0-8-0 20.Opsf on the bottom chord in all areas where a 2 = 215/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between 3 = 81/Mechanical the bottom chord and any other members. Max Horz 5)Refer to girder(s)for truss to truss 1 = 122(LC 10) connections. Max Uplift 6)Provide mechanical connection(by others)of 1 = -110(LC 10) truss to bearing plate capable of withstanding 110 2 = -149(LC 10) Ib uplift at joint 1,149 Ib uplift at joint 2 and 9 Ib 3 = -9(LC 10) uplift at joint 3. Max Grav 1 = 296(LC 1) 2 = 215(LC 1) LOAD CASE(S) 3 100(LC 3) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. SALVADOR JURAIwDO P.E :STATE OF FLORIDA REG NO. 19939 - 6401 Nil's 74 AVE. MAI 1I FL. 33166 4 Truss Truss Type Qty Ply • `A0134716 31841-1 T1 COMMON TR 4 1 Job Reference(optional) —_---- 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:14 2017 Page 1 ID:3018TaNZewEAn0Le0ivLBhznta&uDBicN%WhBuvMlrWBG78rf4ao9ZhGysasAKuyLYR 7-5-0 14-10-0 1 1 7-5-0 7-5-0 Scale=1:25.2 46= 2 4.00 12 12 13 14 t1 1 3 OP �' s Ia e' tr d 4 s s 6' 6• 2x4 11 3x4= 3x4= 7-5-0 14-10-0 7-5-0 7-5-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.54 Vert(LL) -0.12 4-10 >999 240 MT20 244/190 TCDL.:,2A(: Lumber DOL 1.33 BC 0.70 Vert(TL) -0.26 4-10 >680 180 ••••• BCLL 0.0' Tress Incr YES WB 0.13 Horz(TL) 0.03 3 n/a n/a 0% Weight:49 Ib FT `. BCDL . 10x0► : ode RC2014/TP12007 Matrix-MSH = LUMBER- • •.•. TOP CHG13D 2x4 SP 210:01:9E NOTES- • BOT C=jx4 SP 08.2••• 1)Unbalanced roof live loads have been •.•• WEBS Bx4 SP N*Ae• considered for this design. • BRACIN,- •••• •• •••••• 2)Wind:ASCE 7-10;Vult=175mph(3-Second TOP CHOFjD • • • •:"• Structural wood shhing diree�y applied or 5-3-11 gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; • eat :9:00: BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; • oc purlins. Cat.II;Exp C;Encl.,GCpi=0.18;MW FRS BOT CHORD .•••• Rigid cei�n cT1rpctiy applied or 5r4-7 oc bracing. (directional)and Exterior(2)(2)0-00 to 3-0-0, •••• Interior(1)3-0-0 too 4-- -0,E5 ,Exterior(2)4-5-0 to 7-5-0 • MiTek recerwom nds that Wizers and ,InteHor(1)10-5-0 to 11-10-0 zone;C-C for requiNtross'bracing be installed during truss members and forces&MW FRS for reactions erection,in accordance with Stabilizer shown;Lumber DOL=1.60 plate grip DOL=1.60 Installation quide. 3)Plates checked for a plus or minus 0 degree rotation about its center. REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf 1 = 890/0-8-0 bottom chord live load nonconcurrent with any 3 = 890/0-8-0 other live loads. Max Horz 5)'This truss has been designed for a live load of 1 = 67(LC 9) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between 1 -403(LC 10) the bottom chord and any other members. 3 = -403(LC 10) 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 403 FORCES. (lb) Ib uplift at joint t and 403 Ib uplift at joint 3. Max.CompJMax.Ten.-All forces 250(lb)or less - - - - - except when shown. TOP CHORD LOAD CASE(S) 1-11=-1621/1061,11-12=-1513/1064, Standard 2-12=-1495/1075,2-13=-1495/1075, 13-14=-1513/1064, 3-14=-1621/1061 BOT CHORD 1-4=-875/1436,3-4=-875/1436 WEBS 2-4=-19/342 SALVADOR JURADO P.E STATE OF FLORIDA REG NO. 19939 • 6401 NW 74 AVE. MAM FL. 33166 i Joh . Truss Truss Type Qty Ply 31841-1 V4 VALLEY TR 1 1 AO 134717 _ Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:15 2017 Page 1 ID:3018TaNZewEAnOLeOivLBhzmbaB-M014c jrxNGp2V3xDPDfVfMOxH_IPIAY65EcisKyLY 2-0-0 4-0-0 2-0-0 2-0-0 3x4= Scale=1:7.8 4.00 12 t 2 3 1 T 1 B1 Y V o '9 2x4% 2x4 4-0-0 4-0-0 Plate Offsets(X,Y)— 2:0-2-0 E e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud DLATfi6 GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 Vert(LL) n/a - n/a • 999, @1120" 24,(1%%„ TCDL 20.0 Lumber DOL 1.33 BC 0.06 Vert(TL) n/a - n/a • 999 • • BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a •n/a • ;'. '. ', BCDL 10.0 Code FRC2014/TP12007 Matrix-P ••• •• WeighP 9 Ib •413"=F 10/0 LUMBER- •••••• TOP CHORD 2x4 SPNo.2 •���s• i•••i• * • BOT CHORD 2x4 SP No-2 3)Plates checked for a plus or minus 0 degree •.•• • *0000 BRACING- rotation about its center. ,,„•, *00 *0:000 TOP CHORD 4)Gable requires continuous bottom chord ••• •• •••••+ •• purlins. • Structural wood sheathingdirect) lied or 4-0-0 oc bearing. , y 5)This truss has been designed for a 10.0 psf ••;• ' •• bottom chord live load nonconcurrent with any • • • • ••••.. BOT CHORD other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. • • • • • 6)”This truss has been designed for a live load of • • • •••••• MiTek recommends that Stabilizers and 20.Opsf on the bottom chord in all areas where a •• •• : • • required cross bracing be installed during truss rectangle 3-6-0 tali by 2-0-0 wide will fit between •• erection,in accordance with Stabilizer the bottom chord and any other members. Installation guide. 7)Provide mechanical connection(by others)of REACTIONS (lb/size) truss to bearing plate capable of withstanding 57 Ib ( ) uplift at joint 1 and 57 Ib uplift at joint 3. 1 = 127/4-0-0 3 = 127/4-0-0 Max Horz LOAD CASE(S) 1 = 1O(LC 9) Standard Max Uplift 1 = -57(LC 10) 3 = -57(LC 10) FORCES. (lb) Max.CompJMax.Ten.-All forces 250(lb)or less = _ except when shown. NOTES- 1) OTES1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=175mph(3-second gust) Vasd=136mph;HVHZ;TCDL=5.Opsf; BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS (directional)and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SALVADOR JURADO P.1~ STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. i11 AIMI FL. 33166 Job Truss Truss Type Qty Ply ' A0134718 31841-1 V8 VALLEY TR 1 1 Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:16 2017 Page 1 ID:3018TaNZewEAnOLeOivLBhzmbaB-WJT12rZ8axv7DWOyxAkCZw2KOW rt doFJuLHOmyLYR 4-0-0 , 8-0-0 J 4-0-0 4-0-0 f Scale=1:15.2 3x4= 4.00 12 2 T 1 3 1 131 a 0 2x4 2x4 8-0-0 8-0-0 Plate Offsets(X,Y)— 2:0-2-0 E e LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL • QQ QQ• Plate Grip DOL 1.33 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 .••. TCDL "• 0.0: kumber DOL 1.33 BC 0.52 Vert(TL) n/a n/a 999 •• BCLL 0,D,' ;R9p$tFess Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a • BCDL • 19.0• Code FRC2014/TP12007 Matrix-P Weight:21 Ib FT=0% ♦••• • •• • a••••• • UMBER-0 00.00• :0"• OP CHORD 2K4 SP No►3•• ••• ,POT CI1dRO'�c4 SP 1q�4�,• 2)Wind:ASCE mph; VuHZ;T mph(3-second BRACING- gust)Vasd=136mph;HVHZ;TCDL=S.Opsf; •""• YR BRACING- ". :"0:"" BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; •••• StructuraMrdb9 sheathing0dlreft applied or 6-0-0 oc Cat.Il;Exp C;Encl.,GCpi=0.18;MWFRS • (directional)and C-C Exterior(2)zone;C-C for • dins. • 0000•• 0 • . • members and forces&MWFRS for reactions 0,00 $OT CHQRD , • • shown;Lumber DOL=1.60 plate grip DOL=1.60 0 Rigid celliMg 804tly applied or 8-.4-7 oc bracing. 3)Plates checked for a plus or minus 0 degree •••• MiTek eco rids th 9t Kers and rotation about its center. " required oros-s bracing installed during truss 4)Gable requires continuous bottom chord erection,In accordance with Stabilizer bearing. Installation guide. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any REACTIONS. (lb/size) other live loads. 1 = 367/8-0-0 6)'This truss has been designed for a live load of 3 = 367/8-0-0 20.Opsf on the bottom chord in all areas where a Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between 1 = -28(LC 8) the bottom chord and any other members. Max Uplift 7)Provide mechanical connection(by others)of 1 = -166(LC 10) truss to bearing plate capable of withstanding 166 3 = -166(LC 10) Ib uplift at joint 1 and 166 Ib uplift at joint 3. FORCES. (lb) Max.CompJMax.Ten.-.All.forces 250(lb)or less LOAD CASE(S) except when shown. Standard TOP CHORD 1-2=-517/578,2-3=-517/578 BOT CHORD 1-3=-477/453 NOTES- 1)Unbalanced roof live loads have been considered for this design. SALVADOR JURADO P.E STATE OF FLORIDA REG NO. 19939 - 6401 NW 74 AVE. MAIMI FL. 33166 Jobs . Truss Truss Type Qty Ply ' 31841-1 V12 VALLEY TR 1 1 A0134719 Job Reference(optional) 8.130 s Oct 7 2017 MiTek Industries,Inc. Tue Nov 7 15:23:16 2017 Page 1 ID:3018TaNZewEAnOLeOivLBhzmbaB-cpJT12rZ8axv7DWOyxAkCZwOuOZulbYFJuLHOmyLYR 6-0-0 12-0-0 6-0-0 6-0-0 Scale=1:19.7 ���rw�-- `t. ,F^r v -�.,.....,;..c'*-.r+e !�rr,'4 •,2c_�..�-.c=..a. 44= 4.0012 2 3 1 F e`fir s s r v r � g 0 0 3x41 v'�1 {L 1 J,b T 4 .,.ty+1 .f ' 2x4.11}a' 3x4 zz 12-0-0 12-0-0 Plate Offsets(X,Y)-- f2:0-2-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Vd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) n/a n/a • 999• Ma 2"1%%• TCDL 20.0 Lumber DOL 1.33 BC 0.36 Vert(TL) n/a n/a 0 ACA •• • •• BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n/a • • • • BCDL 10.0 Code FRC2014ITP12007 Matrix-SH •••;•• 1VeicJh?36 Ib ••PI"t% •.••�• LUMBER- ..•• • • • • TOP CHORD 2x4 SP No.2 NOTES- • • :*so**• BOT CHORD 2x4 SPNo.2 0000 ••;•'. OTHERS 2x4 SP No.3 1)Unbalanced roof live loads have been 900000 •• • **:*s BRACING- considered for this design. 00.00• •0 0.0• 000000 TOP CHORD 2)Wind:ASCE 7-10;Vult=175mph(3-second ***see 0 0• Structural wood sheathing directly applied or 6-0-0 oc gust)Vasd=136mph;HVHZ;TCDL=5.Opsf; 0 0 0 9006:9 0 00:0 BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; purlins. •••.•• BOT CHORD Cat.II;Exp C;Encl.,GCp1=0.18;MWFRS • • 0 • 0 (directional)and C C Exterior(2)zone;C C for 0 0 0• ; 0 0 0 0 •••• Rigid ceiling directly applied or 10-0-0 oc bracing. members and forces&MW FRS for reactions • • MiTek recommends that Stabilizers and shown;Lumber DOL=1.60 plate grip DOL=1.60 0• required cross bracing be installed during truss 3)Plates checked for a plus or minus 0 degree erection,in accordance with Stabilizer rotation about its center. Installation guide. 4)Gable requires continuous bottom chord bearing. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf 1 = 259/12-0-0 bottom chord live load nonconcurrent with any 3 = 259/12-0-0 other live loads. 4 = 696/12-0-0 6)*This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 1 = -46(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between Max Uplift the bottom chord and any other members. 1 = -128(LC 10) 7)Provide mechanical connection(by others)of 3 = -128(LC 10) truss to bearing plate capable of withstanding 128 4 _ -294(LC 10) Ib uplift at joint 1,128 Ib uplift at joint 3 and 294 Ib Max Grav uplift at joint 4. 1 = 269(LC 15) 3 = 269(LC 16) 4 = 696(LC 1) LOAD CASE(S) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-494/484 SALVADOR JURADO P.E STATE OF FLORIDA REO NO. 19939 - 6401 NW 74 AVE. MAIM] FL,. 33166 I APPROVE AND CERTIFY THAT THESE TRUSS SHOP DRAWINGS COMPLY AND MEET MY DESIGN CRITERIA PUREN J. PUJOL ARCHITECT AR #0010458 12237 S.W. 204 TERRACE, MIAMI,FL 33171 P 'ONE: (305) 232-2155 0000.. 0000.. 0000.. 0000.. 0000.. 0000 0000. . 0000 . . 0000.. . .. 0000 ...6.6 0000.. .0060. . . .