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RC-12-1984 (2)rt �Yg Certificate of Occupancy .� Miami Shores Village W" 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 -795 -2204 Fax: 305-7W-8972 .` Building Inspection Department a 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 ik t compliance with the various ordinances of the jurisdiction regulating building construction or use. For the followring: fz lii ;fir Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -10 -12 -1984 Owner DIRK & ELIZABETH PETERSON Contractor CAPITAL GENERAL CONTRACTORS x lr� ti5 $ DEVELOPERS INC SubdivIslon /Pro ect NONE 12/02/2013 1 Date Issued Occupancy .. Construction Type R -3 Load NIA Occupancy toh. Square Footage 410 Type SINGLE FAMILY HOME Description of p INTERIOR REMODEL & ADDITION Applicable 2010 FLORIDA BUILDING Work Code Location 1350 NE 101 ST Miami Shores FL 33138 Building Officials Approval Ismael Naranjo, 4i y-r0� Not Transferable .�`'rk��' ��► POST IN A CONSPICUOUS PLACE �� :�" e. ,_�.�n,ara .,reK..� .�•.Y �,..a.: r7�'",•�"'y��' -'�" :�"'R�*�`'�.t#'� �p4^�_w�:''':w'�" `;�;��` S`y.. —. �;,�..' ��'#— "�� :�.'rti.�- .•_y�pr.+ - . },.'w:t,t...y' L ;;�4_ w�;��c �'e�" e;r �!•- .� c,;R+.. i•`+�aR� �is1��.. �i �.:a -Sh. . �`, ?". �' i,;. a�'r.. P�.`. s, S�. ��K: ..!4�i4?`..�a7". "�d��'.�.�..,. t"! �?''� Y^� #�?,�?r�,��'.re. �E +, .tl::�1' �.: -�". ", _�- F��.',�.g }4�� t`+es,°.:i�.2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 203401 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Permit Type: Residential Construction Inspector: Dacquisto, David Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050230020 Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Buildinta Department Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR Infractlo Passed Comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME Inspector Comments Passed " Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 20, 2013 Page 1 of 1 JOB ;:13 -73-- LOCATION SKETCH ��►� -� °' _ 'r tt=q i0l r,.. 7eM! I7.pA a.dea, w. A - - _� NJ°!°Sfi'!.L� A �, ayry >� AGE N•'��$ F9 ti 8 s IS r • //� I0211O STREET �; 50 C.i i ! `t? a Q w g 3 I J !9 !. V A (5018. .4,V. V. A!C•�' w S aI N�� gr ^ srRE� r d JXW -n r, 41 .. AT bESCRIMON:LOt 2,B�oc)rc�S,L�Ci�I�C[ S�fb 'BAY PARR ESTATES,according to the flat thereof as 'Worded in Plat Book 55,Page 83 of the Public Records of Miami -Dade County,Florida.- GENERAL. • NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. NGV DATUM. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. AE Base Flood Ele tion:9 feet 5) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. CERT'TIFIED 'TO: DATE: May 06 , 2013 APPLICABLE ZONING, UNDERGROUND, ZONING *AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, Information and belief, as recently surveyed and platted under my direction, also that there are not above-ground encroachments other than those shown. UNITEC This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61 G17-6, Florida Administrative Code, Section 472 -027, Florida Statues. RVEYING, INC L.B. NO. 3333 ro D. Alonso F7 61 &7 NW 167TH STREET, H5 r Certificate No. 359eyor 0 ' MIAMI, FLORIDA 33015 State of Florida 3-)5/512-4940 -A THIS IS A BOUNDARY SURVEY ---7 -- _ ■r,rc+c.�cv �t e��itG�Or5�7G G`CA8 NIL) I VAL.ILI UNLI =,'20 7CP%I -r- vwi e ° n r+,� �.,$•�••••• — — _ — - -- — -- r PLAN OF SURVEY SCALE I" _ 3©° 2>1 SC. z-,°B KvF- e� 1�, 1 -�+5 ''ens? i . t4 o1 L L J ' �� 20.1.7' 'i• 2 In `•� pp �� o + r:8 • d("j � �170° ass — ic) 0 1 'fib R•°( . in Q ZI,401 �2'�9'LS "py if f=tO" � CAD e..:sa�!•,>) 1 UL7=j ~ C ^ � \ ' (-,tA* C a j °^ti . ,.�1l. . �,.�► ®"M—P -N 01.° 1. s *4 r:Z; cs A, 7�0,'"0'1 IS N J.N i ol m Z A.. -ARC DISTANCE AIC...AIR CONDITIONING CBS ... CONCRETE BLOCK STRUCTURE O.U.L...OVERHEAD UTILITY LINE CL...CLEAR C/L ... CENTER LINE RAD...RADIAL ENC ... ENCROACHMENT RAN ... RIGHT OF WAY... FIP ... FOUND IRON PIPE. O.H ... OVER HEAD W.M .... WATER METER C.H.. -CHORD w DISTANCE P/L ... PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP...UTILITY POLE R-.. RADIUS U.E ..UTILITY EASEMENT A ... CENTRAL ANGLE R ... RADIUS PL ..... PLANTER T..- ..TANGENT C.B.. —CATCH BASIN MH.— MANHOLE CLF ... CHAIN LINK FENCE W_F.._-WOOD FENCE t1ea-,c. Vs ` vacs✓ C•1C-r�7 "- ,1 Z ur- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspect on Number: INS P- 180400 - Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Inspector: Naranjo, Ismael Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Afrppt Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132050230020 Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Building Department Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR Infractio Passed Comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME Inspector Comments Passed 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 December 17, 2013 Page 1 of 1 December 16, 2013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: Address: Folio Number: Building Department, 12 -1984 1350 NE 101 st Street 11- 3205 - 023 -0020 I, Victor I Bruce, having performed visual observations of the project and performed and approved the required masonry inspection at the renovation and addition, I hereby attest to the best of my knowledge, belief, and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans. I also attest that to the best of my knowledge, belief, and professional judgment, the approved permit plans represent the as built condition of the structural envelope component of the said structure. Please contact me at 305.310.5030 if you have any questions and /or comments. Sincerely, 041V Victor J. Bruce A.I.A., LEED R AP Architect AR- 0017103 370 NE 101st Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 - 408 -8280 email vbruce@ai- associates.net 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180400 Permit Number: RC -10 -12 -1984 MEMMUO Inspection Date: November 25, 2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final PE Certification Owner: PETERSON, DIRK $ ELIZABETH Work Classification: Addition /Alteration Job Address: 1350 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132050230020 Project: <NONE> Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Building Department Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR Infractio Passed Comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 25, 2013 Page 1 of 1 November 4, 2013 Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Re: Addition & Renovation: Peterson Residence 1350 NE 101 Street Miami Shores, Florida 33138 Attn: Electrical Inspector Dear Sir or Madam, Please accept this letter as a clarification to the electrical construction documents. Attached to this letter it is included the service demand load calculation for the above mentioned residence. This calculation is shown on sheet E -1. The total demand load per NEC 220.82 is 182.9A, the load shown on panel S, sheet E-2 reflects connected load not demand load. Service entrance • equipment has being calculated for the demand load. If you ay have fu her questions, phase contact us at your earliest convenience. Si cerely, A arilis Rod iguez P.E AR - Eneine ring, Inc. V: \12 -0218 PETERSON RESIDENCE 1350 NE 101 ST (VICTOR BRUCEADOCS \L- 11- 04- 13.doc 2655 Le Jeune Road Suite 1109, Coral Gables, Florida 33134 Ph 305.444.9809 Fax 305.444.9827 Wechanical >Electrical >Plumbing > Fire Protection >C.A. >LEED Certification • • is HOUSE DEMAND LOAD CALCULATION SERVICE SF 2477 SQFT TOTAL 120/240V 1 PHASE QTY. UNIT VA KVA GEN. LTG. /RECEPT. (NEC 220.14(J)) 2477 SQFT 3 7.4 BATHROOM RECEPTACLES -- SMALL APPLIANCES (NEC 220.4(B)(1)) 4 CKT(S) 1500 6.0 CLOTHES WASHER 1 EA 1500 1.5 CLOTHES DRYER 1 EA 300 0.3 GAS WATER HEATER 1 EA 300 0.3 INSTA WATER HEATER 1 EA 20000 20.0 DISHWASHER 2 EA 800 1.6 DISPOSAL 1 EA 900 0.9 MICROWAVE 1 EA 1800 1.8 RANGE 1 EA 12000 12.0 REFRIGERATOR 2 EA 1400 2.8 UNDER BERVERAGE 1 EA 800 0.8 ICE MAKER 1 EA 800 0.8 GARAGE DOOR 1-EA 1000 1.0 POOL EQUIPMENT 1 EA 3000 3.0 LANDSCAPE LIGHTS 3 EA 1500 4.5 TOTAL CONNECTED GENERAL LOADS (PER NEC 220.82(8) 64.7 KVA FIRST 10KVA @ 100% 10.0 KVA REMAINDER @ 40% 21.9 KVA TOTAL DEMAND GENERAL LOADS (PER NEC 220.82(B) 31.9 KVA " HEATING LOAD (240V, 1- PHASE) 12.0 KVA *' COOLING LOAD (240V, 1- PHASE) 33 AMPS 7.9 KVA TOTAL HVAC LOAD (PER NEC 220.82(C)) 12.0 KVA HEATING LOAD (240V, 1- PHASE) 100% 12.0 KVA TOTAL CONNECTED LOAD 64.7 + 12.0 = 76.7 KVA TOTAL DEMAND LOAD 31.9 + 12.0 = 43.9 KVA NEC 220.82 43.9 KVA @240V, 10 = 182.9 AMPS NON- CONCURRENT LOAD t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180397 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Elevation Certificate Owner: PETERSON, DIRK & ELIZABETH Work Classification: Addition /Alteration Job Address: 1350 NE 101 Street Miami Shores, FL Phone Number Parcel Number 1132050230020 Project: <NONE> Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Buildina Department Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR REMODEL OF EXISTING HOME Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 25, 2013 Page 1 of 1 FED DEPARTMENT OF HOMELAND T AGENCY SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date: July 31, 2015 Nadmal FIwd lam=Pmgmm IMPORTANTd Follow the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE A� rsuilding Owner's Name g Policy Number: 13 u�OIdi fiStr101st. ��ltreet Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number. Miaff Shores e;ta BIN A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 2,Block 1,Shores Bay Park EStates,P.B.55,Pg. 83,MIami -Dade County,Florida.- A4. Building Use (e.g., Resident(, Np66efgGntNN Addition, Accessory, etc.) R g a i d en t i a 1 A5, Latitude /Longtude: Let Z Long. 80.51023u W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of th g building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number - tf A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2.780 sq ft a) Square footage of attached garage 430 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 9 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1050 sq in c) Total net area of flood openings in A9.b �- sq in d) Engineered flood openings? ❑ Yes 13 No d) Engineered flood openings? ❑ Yes K] No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Miami Shores 120652 Miami -Dade I Fl. B4. Map/Panel Number B5. Suffix B6. FIRM index Date 87. FIRM Panel Effective/ B8. Rood Zone(s) B9. Base Flood Elevations) (Lone 8.40 feet ❑ meters Revised Date A0, use base flood depth) 1 12086CO306 L 09/11/09 09/11/09 AE 9 1310. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9: ❑ FIS Profile [X FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes KI No Designation Date: 'N/A / / ❑ CBRS ❑ OPA _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* [I 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, AR /AE, AR /A1 -130, AR /AH, AR /A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: DCBM Vertical Datum: ' NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. a NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Ch k th -..+ u ed a) Top of bottom floor (including basemerrt, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) M Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6 0 ec a measure IM feet e s ❑ meters 8 00 ® feet ❑ meters N/A (feat ❑ meters 6 15 ®feet ❑ meters 8.40 feet ❑ meters 5.8 12 feet ❑ meters 6 0 feet ❑ meters RA feet ❑ meters 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. I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a M. Check here if attachments. licensed land surveyor? X1 Yes ❑ No CertHiersName LSZaro D. Alonso Licenser�i,pbib rofessional Surveyor and Mapper WHWFlAPPING AND SURVEYING,INC. dOM7 ,mod, /M,h. Street # H -5 'kami state F1. EP 33015 7f I Oct. 28, 011 (305)512 -4 086 -0-33 (Revised 7/12) See reverse side for continuation. J R E L D0 1� Replaces all previous editions. ELEVATION CERTIFICATE, page.2 IMPORTANT: in these spaces, copy the corresponding Information from Section A. Buliding.StreetAddress (Including'Apt., Unit, Suite, and /or Bldg, No.) or P.O. Route and Box No. Miami Shores State ZIP Code F1. 33138 FOR INSURANCE COMPANY USE ' Policy Number•;;,:; . Comp @ny NAIL Number. . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company. and (3) building owner. Comments 1jevat�ou shown on C2E,if any refers to A/C Compressor Unit Crown of road Elevation:4.85 feet. — Latitude and LOngitude were taken using a GPS Locator Elevation shown on C2A is for crawl space (Ground only) Signatu �iT/� Date October 28,2013 A 16ft: — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate Is Intended to support a LOMA or LOMR -F request, complete Sections A, B,and C. For items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and /or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is ❑ feet ❑ meters ❑ above or ❑below the HAG. E3. Attached garage (top of stab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is [I feet ❑ meters El above or ❑ below the HAG. E5. Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information In Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check hen: if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable ttem(s) and sign below. Check the measurement used in Items G8 -G1O. In Puerto Rico only, enter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect' who Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAdssued or communfty-issued BFE) or Zone A0. G3. ❑ The following Information (Items G4 -G10) is provided for community floodplain management purposes. • G4. Permit Number G5. Date Permit Issued I G6. Date Certificate Of Compliance /Occupancy Issued. G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -buift lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Communitys design flood elevation: ❑feet ❑ meters . Datum Local Officials Name Title Community Name Telephone Signature Date Comments • ❑ Check herb if attachments. FEMA Form 086 -0-33 (Revised 7/12) Replaces all previous editions. • ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. f PORTANT: In these spawn, COPY the corm Ldormatlon from Section A. FOR 9IStAMNGE COMPANY USE lding Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Poft Number: 1350 NE 101st. Street State ZIP Code C ompenq INC Number: Miami Shores Fl. 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, If required, °Right Side View* and "Left Side View" When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as Indicated In Section AS. If submitting more photographs than will lit on this page, use the Continuation Page. F` -o H T " 4'F-W 9- lao lZ. V I F, Vj ev FEMA Form 086 -0-33 (Revised 7/12) Replaces all previous editions. • U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660 -0008 Biadmal Rod IasuM=?nor a IMPORTANTc Follow the Instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE PefirJuaiging Owners Name gg Policy Number: A 35`�idl� 1�1st.ssStreetApt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. CompanyNAIC Number Miaa Shores Fffe A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Le al Description, etc.) Lot 2,Block 1,Shores Bay Park EStates,P.B.5KPa. 83.Kami -Dade County.Florida.- A4. Building Use (e.g., Resident(al, N�ryi3�sLdgnttal, Addition, Accessory, etc.) R Rid .nti Al A5. Latitude /Longitude: Let 155 • bbtt33LL33 NN Long. _ 80.51023 W Horizontal Datum: ❑ NAD 1927 "KI NAD 1983 A6. Attach at least 2 photographs of th building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 2.780 sq ft a) Square footage of attached garage 430 sq .it b) Number of permanent flood openings in the crawispace 9 b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1 sq In c) 'Dotal net area of flood openings in A9 .b 0 sq In d) Engineered flood openings? ❑ Yes [9 No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name 83. State Miami Shores 120652 Miami -Dade I Fl. B4. Map /Panel Number 85. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone Revised Date A0, use base flood depth) 2086CO306 L 09/11/09 09/11/09 AE 9 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ F1S Profile [X FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes K) No Designation Date: N /A/ / ❑CBRS ❑OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* j$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, AR /AE, AR /A1 -A30, AR /AH, AR /A0. Complete items C2.a -h below according to the building diagram specified In Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: DCBM B26 RA vertical Datum: ' NGVD 1929 Indicate elevation datum used for the elevations in Items a) through h) below. LJi NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for buildlna elevations must ha the came ae that i marl tnr the RFE a) Top of bottom floor (including basement, crewispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6 0 Check the mE 8 00 Z feet N/A ® feet Meat 6 15 ®feet 8 40 Mfeet : aaurement used. ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters 5.8 It feet ❑ meters 6.0 00 feet ❑ meters N/A 00 feet ❑ meters 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. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a M. Check here if attachments. licensed land surveyor? ® Yes ❑ No CE L HERE FEMA Fbrhi 086-0-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page ,2 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building.Street Address pncluding'AM, Unit, Suite, and /or Bldg, No.) or P.O. Route and Box No. Popcy eet City State ZIP Code Company.NAIC Number.: Miami Shores Fl. 33138 SECTION D — SURVEYOR$ ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments );levatiois shown on C2E,if any refers to A/C Compressor Unit Crown of road Elevation:4.85 feet.— Latitude and LOngitude were taken using a GPS LOcator Elevation shown on C2A is for crawl space (Ground only) Signature Date October 28,2013 SECYONt — WILDING kMATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate Is Intended to support a LOMA or LOMB F request, complete Sections A, Band C. For Items E1 —E4, use natural grade, if available. Check the measurement used, In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is - ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crawispace, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is F] feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑above or ❑ below the HAG. E5. Zone A0, only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information In Section G. SECTION F— PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA4ssued or communfty4ssued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City state ZIP Code Signature Date Telephone Comments ❑ Check here If attachments. SECTION G = COMMUNITY INFORMATION (OPTIONAL) The local official who Is autharized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in items G8 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect, who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communftydssued BFE) or Zone A0. G3. ❑ The following information (items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued 06. Date Certificate Of Compliance/Occupancy Issued . G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -buift lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (Revised 7112) Replaces all previous editions. ELEVATION C ;RCATE, pap 3 10"RTANT: In these sue, cW the BUILDING PHOTOGRAPHS See Instructions for Item A6. fm m Seethe A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Fl. 33138 FOR INSURANCE COMPANY USE Popsy Number. If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View° and *Left Side View" When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. F�20'm T V t"F-\q RIBOQ- \aIIE t,) FEMA Form 086 -0-33 (Revised 7/12) Replaces all previous editions. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 203688 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Inspector: Naranjo, Ismael Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition /Alteration Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Building Department Comments Phone Number Parcel Number 1132050230020 Phone: (305)827 -6211 ADDITION OF A BEDROOM, BATHROOM AND INTERIOR REMODEL OF EXISTING HOME infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments 1 t y Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 25, 2013 Page 1 of 1 ..Z3 ENVIRONMENTAL HYDROGEOLOGY ASBESTOS DYNATECH ENGINEERING CORP. Miami, June 12, 2013 Mrs. Olga Cruz CAPITAL GENERAL CONTRACTORS 480 West 80 Street Hialeah, FL 33014 Re: Addition @ 1350 North East 101St Street Miami Shores, FL Dear Mrs. Cruz: MATERIAL TESTING DRILLING SERVICES INSPECTION SERVICES ROOF TESTING Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on June 12, 2013 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re- tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, �%( SS esJl Wlssam Naamanl, P.E. DYNATECH ENGINEERING CORP. G R ID Florida Reg. No. 39584 Special Inspector No. 757 e A.� Certificate of Authorization No.: CA 5491 750 West 84 Street, Hialeah, FL 33014-3618,, Phone: (305) 828 -7499 O'1 05) 828 -9598 E -Mail: Dynatech@bellsouth.net J *A ftftd. ft_ 's DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PROCTOR COMPACTION TEST DATE: June 11, 2013 CLIENT: CAPITAL GENERAL CONTRACTORS PROJECT: Addition n ADDRESS: 1350 North East 101st Street, Miami Shores, FL CONTRACTOR: Capital General Contractors MATERIAL DESCRIPTION: White limerock SAMPLED BY: JA TEST RESULTS Sample Number 1 TESTED BY: JA The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D -1557. % MOISTURE 4.4 6.1 9.2 12.7 14.5 DRY DENSITY 121.2 124.2 126.9 125.3 122.4 Optimum Moisture 10.1 Percent 100% Maximum Dry Density 127.4 lbs. /cu.ft. % Passing 3/4" Sieve 87.2 Percent Sampled By: JA Tested By: JA € 129 127 125 123 121 119 .s� Checked By: JA Asa mutual protection to clients, the public and ourselves allkeports are submitted as the confidential property of clients, and4406hMon for use, publication of statements, conclusions or extracts`irom r regarding 1 our reports is reserved pending our written approval. 4 10 12 14 % MOISTURE Respectively sub itted, ,�--, Il i S567W, Wissatfi Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y r + • t . • DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET ^ HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: June 11, 2013 CLIENT: CAPITAL GENERAL CONTRACTORS PROJECT: Addition @ ADDRESS: 1350 North East 101St Street Miami Shores, FL CONTRACTOR: Capital General Contractors Test No. 1 Location: West side of pad underslab (structural slab) Test No. 2 Location: Center of pad underslab (structural slab) Test No. 3 Location: East side of pad underslab (structural slab) Test No. Location: Test No. Location: Description of Material: White limerock TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 126.5 127.3 126.8 MOISTURE CONTENT % 9.3 8.7 9.1 MAX. DENSITY IN THE FIELD % 99.2 99.9 99.5 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 127.4 127.4 127.4 Proctor ASTM D -1557. REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Sampled By: JA Respectfully submitted, Tested By: JA �aamani, �PE. Checked By: JA Wissam DYN ATECH ENGINEERING CORP. Florida Reg. No. 39584 3 s' --Certificate of Authorization No.: CA 5491 *A density test determines the degree of con -,awn of the tesf47ayerof materiair onjy. In no way shall a densty test replace asoil bearing capacity determination. A soil boring test must be provided by clie prior to construction to verify s*oitconditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential propeity.bf clients; =#-aothorizatib i`'"ublication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ' 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 203404 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Permit Type: Residential Construction Inspector: Diaz, Osvaldo Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number Parcel Number 1132050230020 Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Building Deoartment Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR Infractio Passed Comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME nspector Comments Passed v, t' ?, 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 November 25, 2013 Page 1 of 1 i FLORIDA DEPARTIINffiVT OF Rick Scott �� John H. Armstrong, MD, FACS Governor State Surgeon General November 14, 2012 (Capital General Contractors) 480 W 84 Street Ste B -106 Hialeah, FL 33014 RE: Contingency Letter Application Document No: AP 1086604 Centrax Permit Number: 13 -SC- 1436339 OSTDS Number: 1350 NE 101 St Miami, FL 33138 Lot:2 Block:1 Subdivision: Miami Shores Bay Park Dear Applicant: This will acknowledge receipt of an application dated 10/22/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (Internal remodeling including addition of a playroom, enlargement of a bedroom with addition of a bathroom; addition of a gallery and a covered entrance). If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Sincerely, Joseph Piverger, Engineer Specialist II Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645. http: / /www.MyFloridaEH.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 203403 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Insulation Certificate Owner: PETERSON, DIRK & ELIZABETH Work Classification: Addition /Alteration Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132050230020 Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Building Deaartment Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR Infractio Passed Comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME spector Comments Passed 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 November 20, 2013 Page 1 of 1 utsulatione RMD System TM DS440 An Exte wall Insulation and Finish System-Wl* Moisture Drainage That inco ia-tes-continuous Insulatfor-i'ind An Air/Water-Resistive Barrier For An Extra Level of Moisture protection The Outsulation RMD System from Dryvit has been engineered specifically for residential construction. It incorporates a drainage plane that is installed between the code-approved water-resistive . . . . . barrier and the continuous insulation. It is this drainage plane that allows for incidental water to weep to the exterior. The system is mechanically fastened to a plywood or OSI3 substrate with Dryvit approved fasteners or adhesively applied over lath. The Outsulation RMD System is designed to be used in all areas of the country and in all types of climates. The system, which is backed by a drainage performance warranty, provides continuous insulation to meet local Energy Codes and architectural appeal to meet homeowners' demands. A Warranty Unprecedented In the Industry The Outsulation RMD System is backed by le unprecedented ten-year moisture drainage and materials warranty - an Industry first.,Tklis u ue assurance gives you an added level of confidence. The system is warranted to t,yely ain any moisture that enters the wall "-iovative warranty 3 owner, and *40 Years 0 on plus all of these RV tTstaiied on the cr. .,P 11*1 41- 131 Iry.Jo and providing � ?" 4.1� V, 's C, Oct your 0 N. `C- -,i C", pact, X� , �t a P'• YYI.iTI n s a n ce d ryViT �X R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180398 Permit Number: RC -10 -12 -1984 Inspection Date: November 20, 2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Termite Letter Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Work Classification: Addition /Alteration Phone Number Parcel Number 1132050230020 Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC Phone: (305)827 -6211 Buildina Deaartment Comments ADDITION OF A BEDROOM, BATHROOM AND INTERIOR infractio Passed comments INSPECTOR COMMENTS False REMODEL OF EXISTING HOME Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 25, 2013 Page 1 of 1 t0V4NjrA o .. ar7 Pest Related Services Pre - Construction Termite Treatment 1- 800 - 698 -7998 License #4439 Property Information Builder / Contractor Information Treatment Date 11 t 3 Time: ' +C` et tert.Q;tZ t Name of Builder Lot Block Shell Contractor Subdivision Name Construction Type `3%-D Street Address (if known) Monolithic Floating / Stemwall MLC,,LAqA-., Ft— Patio Entry Driveway City State Zip Owner Name (if known) U Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment Final, Product applied: Bifenthrin Bora -Care Other Concentration: y� % Mixed Product Applied: o Gallons Square feet treated: Linear feet treated: Q P lif 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 established by the Florida Department of Agriculture and Consumer Services. cc,HDs Cup s Applicator's Name (Please Print) Advantage a bull Service pes t- dootrol company offering inside pest control, termite control, . and lawn & ornamental' liseet protection and fertilization programs. We offer discounts to our Termite renewal customers! CallR800- 698-7998 for more information. 2800 NW 221 Terrace, Pompano Beach, FL 33069 (954) 968 -7717 fax(954) 968 -2922 www.advantagepest.com m� I. P. g - I I I ' 064t Related Services P e, 4co Instruction T rmlte Trpa� ment , 1 -800 -698 7998 License #4439 Pro er Information Builder l Con ra Itor Information l { l I Treatment Date Time: G C�a C llfiame of Budder Lotj dock` Slhell Contractor i .Sub'' v7s on N e OI1StruCt1011 I �I' onolithic Floating / Stemwall Street Address i I ]zno g I,. e ivn Patio Entry — -- I Driveway ill City S to 2i (I. p " ' . r i - e Name if o c vKn � I iI I l I Product / Treatment Information Tre tmentType nst check o� e): Initial Under -Slab Supplemental--Wooc Treatment Final Product applied: $ifentbi _ Bora -Care Other _ 41` II cad o Concentration: to Miiced.Product lre� ". � I alto Squjare feet treat 'd: Linear' et treated: -P I . Ii� box is chec ` d, then either a final, perimeter liquid tre tment has been comp eted lion a wood treatment is III 4" completed and the following statement is applicable: f� 4 I a. CEgITIFICAT Of COMPLIANCE:- The building has received a com leteltreatment for the 1� , prevention of subterranean tie tes. Treatment is in accordance with the riles and.lawil §�� 1 i, established b 0 .Florida Department of A culture .and Consumer Serve es. Applicator's 1 Na 'e Please, Print) lawn �ttmnt� x `pra�s�er disci is odr "� -771 fax' 954 968 -2922 ` ... I, 069 954 968 ) www adnta pest.com 2800 22 Terrace, Pomp ( ) '� ( I g i� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180394 Permit Number: RC -10 -12 -1984 Scheduled Inspection Date: November 14, 2013 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: PETERSON, DIRK & ELIZABETH Job Address: 1350 NE 101 Street Miami Shores, FL Project: <NONE> Inspection Type. Final Work Classification: Addition /Alteration Contractor: CAPITAL GENERAL CONTRACTORS & DEVELOPERS INC comments Phone Number Parcel Number 1132050230020 Phone: (305)827 -6211 ADDITION OF A BEDROOM, BATHROOM AND INTERIOR REMODEL OF EXISTING HOME INSPECTOR COMMENTS False November 13, 2013 For Inspections please call: (305)762 -4949 Page 1 of 31 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 13, 2013 For Inspections please call: (305)762 -4949 Page 1 of 31 Advantage Pest Related Services, Inc. 2800 NW 22nd Terrace Pompano Beach, FL 38069 Advantage provided the pre - construction termite treatment for this structure. An 18 -month warranty is provided from the date of the initial "under slab" treatment. Please see your dosing documents for a copy of your termite contract terms and conditions. The owner may purchase an extended warranty. Additional inspections will be made upon renewal. At any time during the warranty period, owner may request an inspection for termites. Advantage is a full service pest control company. License number. JB4439 Phone: 800 -698 -7998 {6l, November 08, 2013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Permit Number: 12 -1984 Address: 1350 NE 101 st Street Re: Final Inspection Letter Ismael Naranjo, I have visually observed the progress and inspected the project at said location and have found it in compliance with FBC 2010 and the approved drawings for this project. Sincerely, Victor J. Bruce A.I LEEM R AP President & Archite t AR-0017103 370 NE 101,' Street Miami Shores, Florida 33138 telephone 305 -310 -5030 fax 1- 877 -408 -8280 email vbruce@ai- associates.net r y U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Nadawl Flood Imi =m Program ELEVATION CERTIFICATE IMPORTANTe Follow the instructions on pages 1 -9. OMB No. 1660-0008 Expiration Date: July 31, 2015 q� SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE PeLerS 8161ng Owners Name Policy Number: Alt. , qLAIdin St�e�t�Address�'.eluding Apt., Unit, Suite, and /or Bldg. No.) or P0. Route and Box No. ' Company NAIL Number: MiaR Shores FE to 'AMA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 2,Block 1,Shores Bay Park EStates,P.B.55,Pg. 83,MIami -Dade County,Florida.- A4. Building Use (e.g., Resident , Ng66iy§1gntW. Addition, Accessory, etc.) es i d n ti al A5. Lattude /Longtude: Let 2-5 Long. 80.51023 W Horizontal Datum: ❑ NAD 1927 '(l NAD 1983 A6. Attach at least 2 photographs of thg building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number -- iS A8. For a building with a crawispace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2.780 sq ft ,, a) Square footage of attached garage 430 sq ft b) Number of permanent flood openings in the crawlspace 9 b) Number of permanent flood openings In the attophed garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1 T50 sq in c) Total net area of flood openings In A9.b sq in d) Engineered flood openings? ❑ Yes [9 No d) Engineered flood openings? ❑ Yes M No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFiP Community Name & Community Number B2. County Name ec a measu feet B3. State Miami Shores 120652 Miami -Dade ®feet 1. Fl. B4. Map /Panel Number Bb. Suffix B6. FIRM Index Date B7. FIRM Panel Effective / M. Flood Zone(s) 89. Base Flood Elevations) (Zone ® feet ❑ meters 8.40 Revised Date (� feet A0, use base flood depth) 1 2086CO306 L 09/11/09 09/11/09 AE 9 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile (X FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes KI No Designation Date: 'NIA/-1 ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* j$Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. El evations - Zones Al --A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR /AO. Complete Items C2.a -h below according to the buiiding2agramm specified In Item A7. In Puerto Rico only, enter meters. B Benchmark Utilized: DCBM 6 RA Verticai Datum: * NGVD 1929 Indicate elevation datum used for the elevations In Items a) through h) below. O NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Ch k th rem M used a) Top of bottom floor (including basement, crawispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 0 Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6 0 ec a measu feet e ❑ meters 8 00 ®feet [I meters N/A §Meet ❑ meters 6 15 ® feet ❑ meters 8.40 (� feet ❑ meters 5.8 [ feet ❑ meters 6.0 feet ❑ meters NIA feet ❑ meters 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. I certify that the information on this Certificate represents my best efforts to Interpret the data available. 1 understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. ❑ Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a R1 Check here If attachments. licensed land surveyor? ® Yes ❑ No Certifier'sName Lazaro D. Alonso I Ucensel1uAmltejC I °°Professional Surveyor and Mapper I UNIMU° °FLAPPING AND SURVEYING, IN addge �7 NW 163th. Street # H -5 RIami state Fl. zip C 33015 FEMA f�6rffi 086-0 -33 (Revised 7/12) Oct. 28.2013 (305)51 See reverse side for continuation. CE 1`!�HERE)� ,/V1 Replaces all previous editions. ELEVATION CERTIFICATE, page.2 IMPORTANT: In these spaces, copy the corresponding Informatlon from Section A. ' FOR INSURANCE COMPANY USE ` * Building.5treet Address (InctudlhgApt, Unit Suite, and /or Bldg.. No.) or PO. Route and Box No. Paticy Number Street State ZIP Code Company.NAIC Number Miami Shores Fl. 33138 SECTION D - SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent /company, and (3) building owner. Comments Elevation shown on C2E,if any refers to A/C Compressor Unit Crown of road Elevation:4.85 feet.- Latitude and Longitude were taken using a GPS LOcator Elevation shown on C2A is for crawl space (Ground only) Signature Date October 28,2013 SEC - WILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is Intended to support a LOMA or LOMB F request, complete Sections A, Band C. For Items E1-E4, use natural grade, IF available. Check the measurement used. In Puerto Rico only, enter meters. Ei. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is []feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A items 8 and /or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) Is []feat ❑ meters ❑ above or [I below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO, only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G. SECTION F- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or communfly4ssued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representatives Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used In items G8 -GiO. In Puerto Rico only, enter meters. Gi. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect' who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FF.MA- issued or communlgHssued BFE) or Zone A0. G3. ❑ The following Information (items G4 -G10) Is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued . G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: []feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G1O.Community's design flood elevation: [3 feet ❑ meters Datum Local Officials Name Title Community Name Telephone Signature Date Comments ❑ Check here If attachments. FEMA Form 086 -0-33 (Revised 7/12) Replaces all previous editions. ' 1 w ELEVATION CER71 1�CATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT. In these sue, 6" the ewnwPORdIng hdorm dm hom Section A. Fit INSURANCE coMPAw iiSE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Aft Number. 1350 NE 101st. Street Fl. 33138 If using the Elevation Certificate to obtain NF IP flood insurance, affix at least 2 building photographs below according to the Instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, If required, 'Right Side View" and °Left Side View.' When applicable, photographs must show the foundation with representative examples of the flood openings or vends, as Indicated In Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. 'FC2-o ti T v t,c -\q lzlaoV. vi -E w FEMA Form 086 -0-33 (Revised 7/12) Replaces all previous editions. i,, rsomc. , n•T ,n NI T. d „J�f• a4 �• �� //��'. �t �s 3•�,pT _ yam, ' LEGAL DESGRIPTION:Lot 2,B OC 1 ,166 S 'I BAY PARR- ESTATES,according to the Plat thereof as recorded in Plat Book 55,Page 83 of the Public Records of Miami -Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. NGV DATUM. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. AE Base Flood Elev$tion:9 feet 6) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. CERTIFIED TO: DATE: May 06,2 3x3 APPLICABLE ZONING, UNDERGROUND, ZONING -AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, Information and belief, as recently surveyed and platted under my direction, also that there are not above - ground encroachments other than those shown. uldiTEC This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61G17 -6; Florida Administrative Code, Section 472 -027, Florida Statues. SURVEYING, INC L.B. NO. 3333 ro D. Alonso Pr sslonal Land Surveyor 51 8.7 NW 167TH STREET, H5 Certificate No. 3590 JlIAMI, FLORIDA 33015 State of Florida 3i }5/512 -4940 THIS IS A BOUNDARY SURVEY kinT vm in I IKII ESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL Q= 2165.40 LO pj Cpyycy 0 try. re i In 0 10 `� � • ( [• -_ ��. ��, ~ � � � 6� Pay t�,•xr �l ,L n t� s�s� t tmO 9-•}r 2,1.40' - 4t i j �Ovtiete'�� T1e rm C,E6t� C.e'R•s� C.,�, �) -�. -.�11► .„., . ` — ®l. t_ pigs U3°� t � (a' pJ Z I A....ARC DISTANCE AlC...AIR CONDITIONING CBS ... CONCRETE BLOCK STRUCTURE O.U.L,..OVERHEAD UTILITY LINE CL...CLEAR ..CENTER LINE O RAD...RADIAL ENC...ENCROACHMENT RAN ... RIGHT OF WAY... PIP ... FOUND IRON PIPE O.H ... OVER HEAD W.M. —WATER METER C:H.._CHORD DISTANCE PA— PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP ... UTILITY POLE R.•.RADIUS U.E ... UTILITY EASEMENT d ..CF�tl RAL ANGLE R...RADiUS PL PLANTER T.. „.TANGENT C.B.....CATCH BASIN MH.....MANHOLE CLF ... CHAIN LINK FENCE W.F. —WOOD FENCE `� Vs : Dt"o� i 2� 0"Ir 23' LOCATION SKETCH JOB :.1 ..� r :'IJYCnr Tine I�14 J •y '� 1 4 'a 'us ! STREE7 3 '• %5 � Li .t �• 1 .rL�4� �r�3. �. 0'F A/r • 4N" .CQ.�r 2 - 4 FAC Ti•;m1$ u' �. i,, rsomc. , n•T ,n NI T. d „J�f• a4 �• �� //��'. �t �s 3•�,pT _ yam, ' LEGAL DESGRIPTION:Lot 2,B OC 1 ,166 S 'I BAY PARR- ESTATES,according to the Plat thereof as recorded in Plat Book 55,Page 83 of the Public Records of Miami -Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. NGV DATUM. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. AE Base Flood Elev$tion:9 feet 6) THIS PROPERTY IS WITHIN THE LIMITS OF THE FLOOD ZONE 6) NO UNDERGROUND LOCATIONS WERE DONE BY THIS COMPANY. CERTIFIED TO: DATE: May 06,2 3x3 APPLICABLE ZONING, UNDERGROUND, ZONING -AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, Information and belief, as recently surveyed and platted under my direction, also that there are not above - ground encroachments other than those shown. uldiTEC This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 61G17 -6; Florida Administrative Code, Section 472 -027, Florida Statues. SURVEYING, INC L.B. NO. 3333 ro D. Alonso Pr sslonal Land Surveyor 51 8.7 NW 167TH STREET, H5 Certificate No. 3590 JlIAMI, FLORIDA 33015 State of Florida 3i }5/512 -4940 THIS IS A BOUNDARY SURVEY kinT vm in I IKII ESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL Q= 2165.40 LO pj Cpyycy 0 try. re i In 0 10 `� � • ( [• -_ ��. ��, ~ � � � 6� Pay t�,•xr �l ,L n t� s�s� t tmO 9-•}r 2,1.40' - 4t i j �Ovtiete'�� T1e rm C,E6t� C.e'R•s� C.,�, �) -�. -.�11► .„., . ` — ®l. t_ pigs U3°� t � (a' pJ Z I A....ARC DISTANCE AlC...AIR CONDITIONING CBS ... CONCRETE BLOCK STRUCTURE O.U.L,..OVERHEAD UTILITY LINE CL...CLEAR ..CENTER LINE O RAD...RADIAL ENC...ENCROACHMENT RAN ... RIGHT OF WAY... PIP ... FOUND IRON PIPE O.H ... OVER HEAD W.M. —WATER METER C:H.._CHORD DISTANCE PA— PROPERTY LINE CONC...CONCRETE F.H. FIRE HYDRANT UP ... UTILITY POLE R.•.RADIUS U.E ... UTILITY EASEMENT d ..CF�tl RAL ANGLE R...RADiUS PL PLANTER T.. „.TANGENT C.B.....CATCH BASIN MH.....MANHOLE CLF ... CHAIN LINK FENCE W.F. —WOOD FENCE `� Vs : Dt"o� i 2� 0"Ir 23' i�a''4;po .r_;Z:Ovv tae, MIXF -1 alxt, rrrr►e;t'Vvl T lephpnez (305) 257-1910 F vwvw.d ecotruss.c em'o or exceed; the ac Wd Dead Loads g' r• ta*saa a _a a ,1 r e a • z here :eje.; shat = the Msponsibiltty of, I ris shd tae "i be spars of`'Che Tmss Manufs 35 %r fur#�rr�otanation) +GT 3Rt,04ST ;LE.(SiA lder) it is, f t buw M0 p tai, 4( Cr�rtr ai`tlll Tom: to pr than syr ` At F Nm `t`ncs ROO our MnK ! 4 em'o or exceed; the ac Wd Dead Loads g' r• ta*saa a _a a ,1 r e a • z here :eje.; shat = the Msponsibiltty of, I ris shd tae "i be spars of`'Che Tmss Manufs 35 %r fur#�rr�otanation) +GT 3Rt,04ST ;LE.(SiA lder) A& WA i t it! T 1 A TTI CHEi M0 p TRUSSCOM INC. Trusses & Building Materials Re: 7909: Addition: Peterson Site Information: Project Customer: Capital General Contractor Lot/Block: Site Name: 1350 NE 101 ST., Site Address: Miami Shores, FL St: Zip: Deco Truss Company, Inc. 13980 SW 252nd ST Miami, FL 33032 Tel: (305) 257 -1910 Fax (305) 257 -1911 Job Name: Addition: Peterson Subdivision : General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: 7.35 Sep 27 2012 Roof Load: 55.0 psf Floor Load: NIA Wind Code: Wind Speed: 175 mph This package includes 10 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003,. section 5 of the Florida Board of Professional Engineers Rules. No. Data Truss ID# Seal# 1 03/11/13 Al A0007467 2 03/11/13 A2 A0007468 3 03/11/13 A4 A0007469 4 03111/13 AG3 5 03/11/13 AG5 6 03/11113 cJ10 A0007472 7 03/11/13 11 A0007473 8 03111/13 J3 A0007474 9 03/11/13 J5 A0007475 10 03111113 J7 A0007476 REVIEW OF STRUCTURAL SUBMITTAL PREPARED BY SPECIALTY ENGINEER REVISION CONSISTS OF CHECKING: THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAS BEEN FURNISHED AND IS CONSISTENT WITH THE CONFIGURATION SET FORTH IN THE STRUCTURAL CONSTRUCTION DOCUMENT (No CHECK OF DIMENSIONS WAS PERFORMED). THAT THE SUBMITTAL HAS BEEN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL WHO HAS UNDERSTOOD OUR INTENT AND USED THE SPECIFIED CRITERIA PROVIDED IN THE CONSTRUCTION DOCUMENT (NO DETAILED CHECK OF CALCULATION WAS PERFORMED) A REVIEW • MAKE CORRECTION NOTED r' w • REVISE AND RESUN97 '-• ��.�:' _� D NOT APRO DATE: REVIEWED BY: _ l wiwitp KUUMULIEZ, PE f ` Aimee 786 engn0mhoo.COm .2867167— FAX:306.%93346 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the truss design drawings listed above and attached. Truss Design Engineer's Name: Mahmound Zolfaghari P.E. License Number #: 36921 Address: 13901 SW 108 Ave, Miami, FL 33176 NOTE: The suitability and use of each component for any particular building is the responsibility of the Building Designer, perANSI/TPl 1 -1995 Section 2. Page 1 of 1 Engineers Name Date Job Truss Truss Type Qty Ply Addidon: Peterson A0007467 7909 Al Common Truss 2 1 Job Reference (optional UU:V I KUSJ UUMNANY INU, rrmoeton, FL 33032 -2 -10-13 5-5-0 2 -10-13 5-5.0 16-34 5-5-0 5x8 = 2.88 12 4 2x4. 19 20 3 0 1 - 11 10 9 12 3x.) — 3x6 _ 3x4 = 3x10 MT20H = 3x4 U 2x4 < 5 6 8 3x8 2 -10-13 ' Scale =1:44.4 7 3x4 = LOADING (pat) SPACING 2-0.0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.27 9.11 >949 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(TL) - 0.46 9-11 >561 240 MT20H 187/143 BCLL 0.0 Rep Stress [nor YES WB 0.14 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FRC201 Q/TP12007 (Matrix -M) Weight 126 lb FT = 0% LUMBER BRACING TOP CHORD 2x8 SYP Not TOP CHORD structural woad sheathing directly applied or 44)-5 oc purlIns. BOT CHORD 2x4 SP Not BOT CHORD Rigid oeftg directly applied or 4-2 -15 oc bracing. WEBS 2x4 SP Not MITek recommends that Stabilizers and requim cross bracing be Installed durkm truss erection, in accordance with Stabilizer Installation guide. REACTIONS ( ihfte) 2=12BOM -8.0 (min. 0-2 -0), 6= 1290!0.8-0 (min. 0-2 -0) Max UpMt2=- 1018(LC 3), 6- 1018(LC 3) i Max Grav2 =1694(LC 6),6=1694(LC 6) FORCES (ib) - Max. CompJMax. Ton. - An forces 250 (lb) or less except when shown. TOP CHORD 2- 3=- 3626/2092, 3-19= 3219 /1851, 4-19=- 3183/1858, 4-20= - 3183!1858, 5- 20- 3219/1851, 5-8=- 36262092 BOT CHORD 2 -11=- 1877/3427, 10-11= 14172511, 9- 10=14172511, 6.9=- 187713427 WEBS 4- 9=1981847, 5 -9-474 /360, 4- 11=- 198/547, 3- 11474/360 NOTES 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 175mph (3- second gust) Vasd- 136mph; TCDL= 5.QpsP, BCDL- 5.0psf; h -15ft; CaL 11; Ergs D; End., GCpI=0.18; C-C Exterior(2) -2 -9-5 to 0-". Interior(1) 0-0-0 to 7 -10-0, Exterlor(2) 7 -10-0 to 10 -10-0, Intedor(1)13 -10-0 to 21 -55; Lumber DOL =1.60 plate grip DOL =1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1018 lb uplift at Joint 2 and 1018 0) uplift at joint 6. 6) "Semi -rigid pitchbreaks with fixed heels° Member end tbdty model was used in the analysis and design of this truss. LOAD CASE(S) Standard 3 Maknomd Zalfa 4 P.h. CbnsW ' is 13901 S.W. 108 Av, . M Flsxlda 33176 Phi 305- 253 -2428 Pax .305 - 233"24 FWdg MUSIMAI EV&ftting License No. 369? Job Truss Truss Type Qty 1.33 A Peterson Lumber Increase 1.33 BC 0.78 Rep Stress Incr YES A0007468 7908 A2 Common Truss 1 1 Job Reference (optione0 DECO TRUSS COMPANY INC., Princeton, FL 33032 1� 5x6 = 2.86 12 16-3 -0 7.350 s Sec 27 5-5-0 Scale =1:41.2 3x4 -- 14 = 3x4 = 3x4 = 3x4 = LOADING (PSI) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2x8 SYP Not BOT CHORD 2x4 SP Not WEBS 20 SP Not SPACING 240.0 CS1 Plates Increase 1.33 TC 0.38 Lumber Increase 1.33 BC 0.78 Rep Stress Incr YES WB 0.16 Code FRC20101TP12W7 (Maf -M) DEFL In floc) Udell Ud Vert(LL) 028 9-11 >929 360 Vert( I-) - 0.47 9-11 >553 240 Horz(rL) 0.11 6 n/a , n/a 8 3x6 = PLATES GRIP MT20 2441190 Welght:117 lb FT = 0% BRACING TOP CHORD Structural Wood sheathing directly applied or 3-11 -3 oc purflns. BOT CHORD Rigid calling directly applied or 4-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be instaAcrl during =that in accordance with Stabilizer Installation guide. REACTIONS (Ib/stze) 2= 109510 -8-0 (min. 0- 1 -10), 6= 130410 -8-0 (min. 0-2 -0) Max Horz2 -32(LC 4) n Max UpO —987(LC 3), 6- 1033(LC 3) Max Gmv2=1391(LC 6), 6= 1713(LC 6) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 16=- 3886/22$7, 3.18=- 384512295, 3- 193399/ 1991, 4- 193363/ 1998, 4-20= 325311913, 5- 20=- 3289/19M, 5-6=- 369512146 BOT CHORD 2 -11=- 2087/3696,10 -11=- 1474 / 2584, 9-10 =- 147412584, 6- 9- 1929t3494 WEBS 4-9-1931641,5-9-4731359,4.11-2941771,3-11-59W451 0 1� NOTES 1) Unbalanced roof Ave loads have been considered for this design. 2) Wind: ASCE 7 -10; WIWI75mph (3-second gust) Vasd =136mph; TCDL--S.Opst•, BCDL =5.W, h=15ft; Cat. II; Exp D; End., GCpi=0.18: C-C Exterior(2) - 1-0-10 to 1 -11-6, Intedor(1)1 -11-8 to 7 -10-0. Extwbg2) 7 -10-0 to 10.10-0, tnterior(1)13 -10-0 to 21 -5-5; lumber DOL =1.60 plate grip DOL =1.60 3) The solid section of the plate Is required to be placed over the splice One at joird(S) 10. 4) Plate(s) at jotnt(s) 7, 2, 9, 4, 5, 11, 3 and 6 checked for a plus or minus 0 degree rotation about its center. 5) Plates) at jobtt(s)10 checked for a plus or minus 5 degree rotation about Its center. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 987 lb uplt t at joint 2 and 1033 lb uplift at low 5. 7) 'Semi -dgtd pitchbreaks with fixed heals" Member and fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard AM I HIP TRUSS 1' 1 4 4 4 7 7-8-2 10-10-0 13 11 -14 17-3 -9 21 8 0 24 -6-13 4 4-7 3 3 10 3-1 -14 3-1 -14 3 3 10 4-4-7 2 -10 13 Scale =1:40,5 Contractor, must refer to Engineer Drawing For proper nailing instructions, on 2.66 ,2 _ Multinle Member Girder Attachment 7x8 - 3x4 = 2x4 11 06 11 7x8 = 2 223 23 4 24 5 6 4-4-7 13 25 " 26 5x10 MT20H= 4x4 11 2x4 11 3x8 = 4x4 11 2x4 11 3 LOADING (PSI) SPACING 24)-0 CSI DEFL In (loc) 'Udell Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.63 11 >410 360 MT20 2441190 TCDL 15.0 Lumber increase 1.33 BC 0.89 Vert(TL) -0.78 11 >335 240 MT20H 187/143 SCLL 0.0 Rep Stress Ina NO WB 0.62 Horz(TL) 0.08 7 n/a n1a BCDL 10.0 Code FRC201 O/TPI2007 (Matrix -M) Weight 541.0) FT - ODA LUMBER TOP CHORD 2x6 SYP Not BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pins. BOT CHORD 24 SYP No.1 D BOT CHORD Rigid calling directly applied or 9-11 -9 oc bracing. WEBS 2x4 SP Not OTHERS 2x4 SP Not REACTIONS (IWSizd) 1= 4310!0 -8-0 (min. D-1-8),7=4140/0-84 (min. 0-1-8) Max Horz 1- 124(LC 3) Max Upllft1- 4148(LC 3), 7- 4287(LC 3) Max Gmv1=W23(LC 6), 7= 5265(LC 6) FORCES (tb) - Max CompJMax. Ten. - All fords 250 pb) or less except when shown. TOP CHORD 1- 2= 18822113859, 2 -22= 28065 /20646, 3-22= 28065 /20846, 3- 23=303331 22205, 4-23 =30333/22205, 4- 24=30333122205, 5.24 =3033322205, 581-- 26588119429, 6-7 =16906/12129 BOT CHORD 1- 14=13240118226, 13- 14=13270/18277,13.25= - 13270/18277, 12 -25 =13270/18277, 12 -26= 2040328047,11- 26=- 2040328D47, 10-11= 1918726570, 9- 10=11517/16349, 7- 9=11540/16352 WEBS 2- 14=2241382, 2 -12= 7507 / 10282, 3.12=3088/ 2335, 3- 11- 1649/2397, 4-11 =143711089, 5- 11= 293513958, 5-10= 35792749, 6-10- 8071/10756 NOTES 1) 4-ply truss to baconnected togetherwith 10d (0.131"4') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at D-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. Attach TC&BC w/ 12" diem. twits (ASTM A- 307) in the center of the member wMrashers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or bed* (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -10; Vult=175mph (3- second gust) Vasd= 136mph; TCDL =5.Opst BCDL- 5.Opsf; h -15ft; Cat. 11; Exp D; End., GCpi=0.18; C-C Fxtedor(2) 0-0-0 to 8-7-6, Urtedor(1) 8-7-6 to 13 -1110, Extedor(2) 13 -0-10 to 17 -3-9; Lumber DOL =1.60 plate grip DOL =1.60 5) Provide adequate drainage to prevent water ponddng. 6) All plates are MT20 plates unless otherwise ktddcated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4146 lb uplift at joint 1 and 4287 lb upfift at joint 7. 9) °Semi -rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection devtoe(s) shall be provided sufficient to support concentrated load(s) 1587 lb down and 1192 Ib up at 14 -14, and 1587 Ib down and 1192 lb up at 7 -3-4 on top chord, and 680 lb down and 511 lb up at 9 -11-8 on bottom chord. The design /selection of such connection devices) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase-11.33, Plate Increase-1.33 Uniform Loads (pft) Vert 1- 2=131(F =56), 2- 22 =131(F =56), 5-22=- 338( F = 263), 5- 8= 131(F =56), 6- 7- 131(F =56), 7-8= -75, 16- 25=98(F= &haghmt i,. . 10- 19= 29(F =9) Consul ft Concentrated Loads (lb) 22= 1209(F) 26--518(0 13901 S.W. 108 Florida 33176 Phone 305 - 253 -2428 Fax s05- 233 -,2,q P10ted0 F WWWAI Efitneering License No. 369.. Job TRW Truss Type SPACING 2-0.0 Pty Addrdon:Paterson PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 028 90.12 >941 360 A0007469 7909 A4 Hip Truss 1 1 BCLL 0.0 Rep Stress Incr YES WB 024 Horz(TL) 0.11 7 n/a We BCDL 10.0 Job Reference (option DECO TRUSS COMPANY INC., Princeton, FL 33032 �e 2 -10-13 2.66 12 W= 5x6 = 12 MRek Industries. Inc. Tue Mar 1914:09:10 2013 Scale = 1:45.1 3x4 = 11 3x4 = 13 3x6 = 3x10 MT20H= 3x6 = 9 3x6 = 7M. co 0 9-0-0 3 8 0 9.0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loo) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 028 90.12 >941 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.47 12 -16 >557 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 024 Horz(TL) 0.11 7 n/a We BCDL 10.0 Code FRC2010/rP12007 (Matrix -NI) Weight: 124 lb FT-O% LUMBER BRACING TOP CHORD 2x6 SYP No2'Except' TOP CHORD Structural wood sheathing directly applied or 344 oc purpns. T2: 2x4 SP Not BOT CHORD Rigid calling directly applied or 4-0.6 oc bracing. BOT CHORD 2x4 SP Not MITek recommends that Stabilizers and required cross bracing be tr�alled WEBS 2x4 SP Not Burin truss erection in ao�rdance with Stabilizer Installation REACTIONS 09size) 2- 129010.8.0 (min. 0.2 -0), 7= 1290!0.8-0 (min. 0-2 -0) Max Up11(2- 1105(1-C 3), 7- 1105(LC 3) } Max Grav2= 1683(LC 6), 7- 1683(LC 6) FORCES lib) - Max. CompJMax. Ten. - An fors 250 lib) or less except when shown. TOP CHORD 2-3=- 3444/2319, 3.20 =2922/1994, 4- 20-2898/2005, 4-5=- 2844 / 2021, 5-21= -2898/ 2005, 6-21 }2922/1994, 6-7=- 34442319 BOT CHORD 2- 12- 208613247,11 -12- 17292758.10 -11=- 17292758, 7 -10= 208613247 WEBS 3-12 -- 569/366, 6-10=- 569/366 NOTES 1) Unbalanced roof We toads have been considered for this design. 2) Wind: ASCE 7 -10; Vult= 175mph (3-second gust) Vasd= 136mph; TCDL= S.Opst,, BCDL= S.Opsf, h =15ft; CaL II; Exp D; Encl., GCpt =0.18; C -C Extertor(2) -2 -9-5 to 0-0-0, Intedor(1) 04.0 t04-9-11, Exterior(2) 4.9-1 to 16- 10-15, Interior(1)16 -10-15 to 21 -5-5; Lumber DOL =1.60 plate grip DOL =1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 11051b uplift at joint 2 and 1105 lb uplift at jotrd 7. 7) "Semi -rigid pitchbreaks with fbced heels" Member end k ty model was used to the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type Diy Ply Add(tlon. Peterson 7909 AG5 HIP TRUSS 1 2 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 7.350 s 5 2T 2012 MiTex ineustnes = Tue Mer 18 14:'23:481013 F a 8 7 ID: 9cP9CPbRDpYl8hfutl- OYtzdllKF- ufinMb293Lh5eWpll8R4OeHog1R4SjmzT9m J9 -2-10 13 7 -0-0 10 10 0 14 8 0 21 -8-0 24 6 13 2 -10-13 7-0-0 3- 10-0 3 10-0 7 0 0 2 -10 13 O 2.86 12 7x8 = 2x4 11 3 21 4 22 23 '' "3ntraCtor, must refer to Engineer Drawing For proper nailing instructions, on 7x8 = Multiple M81ft Girder Attachment Scale - 1:45.1 3X4 = 11 Ze [o cr 20 11 30 — 13 5x6 = 3)(8— 8 2x4 11 10-1 LOADING (psf) SPACING 2-0-0 CSI TCH 30.0 Plates Increase 9.33 TC 0.65 TCDL 15.0 Lumber Increase 1.33 BC 0.57 BCLL 0.0 Rep Stress Inar NO WB 0.15 BCDL 10.0 Code FRC2010/fP1=7 (Matrix -M) LUMBER TOP CHORD 2x6 SYP Not `Except' T3: 2x6 SYP NoA D BOT CHORD 2x6 SYP No2'Excepr B1: 20 SP N0.2 WEBS 2x4 SP Not REACTIONS (lb/stm) 2= 224910.8 -0 (Mtn. 0- 1 -9),6= 225810 -8-0 (Mtn. 0-1-9) Max Upiitf2=- 2668(iC 3), 6- 2679(LC 3) Max Grov2=2610(LC 2), 6- 2618(LC 2) DEFL in Doc) Wall Ud Vert(LL) 0.40 10 >648 360 Vert(TL) -0.38 10 >684 240 Horz(TL) -0.08 6 We n/a 3x8 = PLATES GRIP MT20 244/190 Weight: 281 lb FT-O% BRACING TOP CHORD Structural wood sheathing directly applied or 5 -8-13 cc purl ins. BOT CHORD Rigid ceiling directly applied or 5 -11-4 cc bracing. FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 20=7367/ 8226, 3-20= 73041 8236, 3- 21= -8199/ 9287, 4- 21=-8199/9287, 4.22 =- 8199 -0287, 22- 23=- 819919287, 5-23 =- 819919287, 5.24-7337/8278,6-24-7400/8269 BOT CHORD 2- 12= 78178103,11 -12=- 7871 17159,11 -25=- 7871/7159,1(1.25- 7871 /7159,19 -26 =79127192, 26.27=- 7912/7192, 9-27=- 7912x/192, 6- 9-7859/7135 WEBS 3- 12-628/ 865, 3-10-128411338,4-10-6781972,5-10= 123911299, 5- 9=626/872 NOTES 1) 2 -ply truss to be connected together with 10d (0.131"Xd") nabs as Mows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x5 - 2 rows staggered at 0-9-0 cc, 2x4 -1 row at 0-9.0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) Ali loads are considered equally applied to all piles, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply cronnections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -10; Vult- 175mph (3- second gust) Vasd =136mph; TCDL- .S.DW, BCDL= 5.0psF, h=15th CaL II; Exp D; End., GCpK0.18; C-C Exterior(2) -2 -9-5 to 0-0-0, Intedkx(1) 0.0-0 to 2 -9-1, Exterior(2) 2 -9-1 to 18- 10-15, Interlor(1) 18 -1015 to 21 -5-5; Lumber DOL =1.60 plate grip DOL =1.60 5) Provide adequate drainage to prevent water pending. 6) The solid section of the plate Is required to be placed over the splice line at johd(s) 11. 7) Plates) at johd(s)1, 3, 5, 7, 2, 12. 10, 4,9 and 6 checked for a plus or minus 0 degree rotation about its center. 8) Plate(s) at johd(s)11 checked for a plus or minus 3 degree rotation about Its center. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2668 lb uplift at joint 2 and 2679 Ib uplift at joint 6. 10) "Semi -rigid pltc hbreeks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 434 lb up at 740-0, 149 lb down and 434 lb up at 9-0-12,149 Ib down and 434 lb up at 11 -2 -10, and 149 Ib down and 434 lb up at 12 -74, and 149 Ib down and 434 lb up at 1441.0 on top chord, and 678 lb down and 875 lb up at 7-0.0, and 678 lb down and 875 lb up at 14-74 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. N 'OAr O LOAD CASE(S) Standard 1) Regular. Lumber Increase =133, Plate Increase =1.33 �t Uniform Loads � 5, 3. 5=75.5 -7 =75, 14- 17= -20, 1- 13=20, 7-8 =-20 Mstt9iL omd Zbffaghari, P.E. Concentrated Loads (lb) rr ., ,,mot Vert 3= -125 5- 125 12= 584 9= 584 21= -125 22-125 23= 125 25=-44 2A- 44 27=-44 con"* " 13901 S.W. 108 jtvo . Miami, Florida 33176 Phone 305- 253 -2428 Fax ,305 -23.) �24b F�yjIDA& 0fossiogn/al Eminee*ing License No. 36921 s al ltiveetvi a'iL;U SL A�V zi-lo Job Truss Truss Type Oty PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.09 B-12 >999 360 MT20 2441190 TCDL 15.0 A0007472 7909 C.110 DIAGONAL HIP GIRDER 2 Rep Stress Incr NO �R, Horz(TL) -0.02 7 n/a n/a Weight: 62 lb FT = 0% BCDL 10.0 Code FRC2010(rP12007 (Matrix -M) UCw ircuaa WWrANT m—, rra�wn, rLuwZ 3x4 = . i exc ?iTdetdNMayryf8k98serA 9 -10-13 2x4 II 4 5 2.02 12 — 3x4 = 14 T1 1 -- - — B2 9 n 15 B 16 7 3x6 = d 1x4 II 3x6 = s Scale =1:25.7 LOADING (PSO SPACING 24)-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.09 B-12 >999 360 MT20 2441190 TCDL 15.0 Lumber increase 1.33 BC 0.52 Vert(TL) 0.12 8-12 >998 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.02 7 n/a n/a Weight: 62 lb FT = 0% BCDL 10.0 Code FRC2010(rP12007 (Matrix -M) LUMBER TOP CHORD 2x6 SYP No-2 SOT CHORD 2x4 SP N0.2 WEBS 2x4 SP Not REACTIONS (lb/size) 2 =754/0 -11 -5 (min. 0-1-8),7-51W2-8 (min. 0.1-8) Max Horz 2 =313(LC 3) Max Up6f12=- 1188(LC 3), 7=-620(LC 3) Max Grav2=9MLC 2), 7=603(LC 2) FORCES (lb) - Max. CompJMmc. Ten. - AD forces 250 (lb) or less except when shown. TOP CHORD 2- 13=94312290, 3.13=-895/1472, 4-7 =267/376 BOT CHORD 2 -15 =1765862, 8.15=- 1469/882, 8-16=- 1489/682, 7- 16=1489/882 WEBS 3- 7=- 843115(4 BRACING TOP CHORD Structural wood sheathing directly applied or B-0-0 oc purIIns, except end verticals. BOT CHORD Rigid calling directly applied or 4.8.15 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection in accordance with Stabilizer Installation aulde. NOTES 1) Wind: ASCE 7 -10; Vult=175mph (3- second gust) Vasd =136mph; TCDL =5.0psf BCDL=5.Opsf; h =15ti; Cat. It; Exp D; End., GCpk0.18; C-C Exterior(2); Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1188 lb uplift at joint 2 and 820 lb uplift at joint 7. 5) *Semi-rigid pitchbreaks with fixed heals" Member end ftxthr model was used In the analysis and design of this truss. 6) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s) 145 lb down and 347 lb up at 1-5.5, and 449 lb up at 4-3-4. and 163 lb down and 730 Ib up at 7 -1 -3 on top chord, and 225 lb up at 1-5-5, and 21 lb up at 4-3-4, and 61 Ib down and 47 lb up at 7 -1 -3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (plf) ' Vert:1A-75.4-5-75.6-10-20,1-9-20 Concentrated Loads (lb) Vert 11 =109 12=9913=1014= - 137154 16 =57 Job FJ7 ss Truss Type Qty Ply terson A000747e r909 JA CK -OPEN TRUSS 5 1 ce (optionap DE CO TRUSS COMPANY INC., Print eton, FL 33032 7.350 s S�epp 27 2012 Mfrak Industries, Inc. Tue Mar 1914:27:12 2013 Page 1 ID:9cP9CPbRDpY18hfufl4 Ytzdb1Y - w61uALW811O87aPbmbthzi5rYg1WNENFkgiuywxz7JU1R -2 -10-13 7 -0-0 2 -10-13 740-0 3 2.85 F1 2 TI -- - -- 2x411 '—' 81 1 4 4x5 11 3X4 = LOADING (psi) SPACING 24).0 CSI 0.52 DEFL in poc) Udell Ud Vert(LL) -0.05 2-4 >999 360 PLATES GRIP MT20 244/190 TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC BC 0.28 VeMn) -0.15 2-4 >529 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a. Weight 38 lb FT-O% BCDL 10.0 Code FRC20101TP12007 (Matrix) LUMBER TOP CHORD 2x6 SYP Not BOT CHORD 2x4 SP Not OTHERS 20 SP No.2 REACTIONS (Ib/alZe) 3=20210-1 -8 (min. 0 -1-8), 2=611!0 -8-0 (min - 0 -1-8), 4=53/0 -1-8 (min. 0.1-8) Max Horz 2=324(LC 3) Max UpWt3=- 320(LC 3), 2- 953(LC 3) Max Gmv3=353(LC 6), 2 =720(LC 2), 4=67(LC 4) FORCES (lb) - Max. CompJMwL Ten. - AB forces 250 (Ib) or less except when sham. Scale =1:18.8 BRACING TOP CHORD Structural Wood sheathing dihU* applied or 64)-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that StebiBzers and required cross bracing be hhsta8ed dudng truss erection in accordance with Stabilizer Instaltalton guide. NOTES 1) Wind: ASCE 7 -10; Vult=175mph (3 -send gust) Vasd=136mph; TCDL =S.OpsF, BCDL�.Opsf; h =15ft; Cat. II; Exp D; End., GCPi�.18; C-C Eidedor(2) -2 -10-5 to 0.4-0, Interior(1) 040 to 243-5, Exterio 2-65 to 611-4; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate at jotni(s) 3, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 Ib uplift at joint 3 and 953 lb upfift at joint 2. 5) Beveled plate or shim required to provide fu8 bearing surface with truss chord at jotnt(s) 3. 6) •Semi -rigid plchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard I MaIlmomd Zb p.E. ConsWting Engineim 13901 S.W. 108 jiN . Miami, Florida 33176 Phone 305 - 253 -2425 Fax s05 -213- 24b Florida Professional Ena►nee* g License No. 3692i. tin Job � Tnrss Truss Type — T - - - -- -rah' — Ply Addition: Peterson A0007475 7909 J5 JACK -OPEN TRUSS I4 1 Job Reference 012 MIa0 DECO TRUSS COMPANY INC., Princeton, FL 33032 7.360 s Sepp �27 2012 MiTek Industries, Inc. Tue Mar 19 lu:28.06 2013 1 ID: 9cP9CPbRDpY18hhi *OYtzdlKF- KVHJWpA JcBUbtY xxdeuU4okozDuodh56zpq F7 2x4 11 -2 -10-13 5-0-7 2 -10-13 5-0-7 4x4 = 2.86 12 B1 Scale = 1:15.3 LOADING (ps0 SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud Vert(LL) -0.03 4-8 >999 360 PLATES GRIP MT20 2441190 TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.42 BC 0.13 Vert(TL) -0.04 4-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzM) 0.00 2 Weight 31 lb FT = 0% BCDL 10.0 Code FRC2010/rP12007 (Matrix -M) LUMBER TOP CHORD 2x6 SYP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS Wsize) r 3= 140/0 -1-8 (min. 0-1-8),2--51 1/D-S-o (min. 0-"), 4- -3610-1.8 (min. 0-1-8) Max Horz2= 296(LC 3) Max UpMt3=- 236(LC 3), 2=- 892(LC 3) Max Grav3 -260(LC 6), 2= 603(LC 2), 4-52(LC 4) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 9= -727206 BOTCHORD 2.4= 1691504 BRACING TOP CHORD Structural wood sheathing dtredly applied or 5.0.7 oc Pudins• BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stab@zer Installation guide. NOTES 1) Wind: ASCE 7 -10; Vuit= 175mph (3- second gust) Vasd= 136mph; TCDL- 5.0psf; BCDL =S.0W, h=151i; Cat. II: Exp D; End., GCpi =0.18; C-C Extedor(2) -2 -10-5 to 0-", Intedor(1) 0.0-0 to 0.8 -12, Exterior( ) 0$12 to 4.11 -11; Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 0 degree rotation about Its tender. 3) Provide mechanical connection (by others) of truss to hearing plate at johd(s) 3, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 3 and 892 lb uplift at joint 2. 5) Beveled plate or shin required to provide futl bearing surface with truss chord at joint(s) 3. 6) "Semi -right plichbreaks with fixed heels" Member end fbdty model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahmound Lodhglar. k'.& Conwldng En " ms 13901 SX 108 j0o " r Mami, Florida 33176 Pion 305.253.2425 Pax A5- 23:)"24b Floe PAdolonh1 Imifive6k LIUM No. 3692= Job Truss Truss Type Q PLATES GRIP MT20 2441180 Addition: Peterson Plates Increase 1.33 TC 0.42 Vert(LL) -0.01' TCDL 15.0 A0007474 7909 J3 JACK -OPEN TRUSS 4 WB 0.00 Horz(TL) 0.00 2 n/a n/a Weight 23 lb FT ° 0°k BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Job Reference (optiona0 DECO TRUSS COMPANY INC., Princeton, FL 33032 r. ID:WgCPbRDpYI$hfu�u DmzWIADujxmw 8bSRWWNELWBpY; Lz E K -2 -10-13 3-0-7 2 -10-13 3-0-7 2x4 II 2.86 12 4x4 = Scale = 1:11.7 LOADING (pat) SPACING 240-0 CSI DEFL in floc) Wall Ud B >999 360 PLATES GRIP MT20 2441180 TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) -0.01' TCDL 15.0 Lurnberincrease 1.33 BC 0.13 Vert(TL) -0.01 8 >999 240 BCLL 0.0 ress Rep St Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a Weight 23 lb FT ° 0°k BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) LUMBER TOP CHORD 2x8 SYP No.2 BOT CHORD 2x4 SP Not OTHERS 2x4 SP No.2 REACTIONS Wsize) 3= 3710-1-8 (min. 0 -1-8), 2 54/0 -8-0 (min. 0-1-8),4-7/0-1-8 (min. 0-1-8) Max Hcrz2- 233(LC 3) Max UpMt3= -27(LC 3). 2- 901(LC 3) Max Grav3- 143(LC 4), 2.538(LC 2), 4=37(LC 3) FORCES (lb) - Max. CompJMax. Ten. - An forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=7881351 BOT CHORD 2-4-- 285/596 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 or purMs. BOT CHORD Rigid ceiling directly applied or 104W oc bracing. Mrrek recommends that Stabilizers and required cross bracing be Installed during truss erection in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -10; Vult=175mph (3 -second gust) Vesd =138mph; TCDL =S.Opsf; BCDL =S.OpsF, h =15ft; Cat 11; Exp D; Encl., GCpi -0.18; C-C Extedor(2); lumber DOL -1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Provide mechanical connection (by others) of truss to bearing plate at joints) 3, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 901 it) uplift at joint 2. 5) Beveled plate or shim required to provide full hearing surface with truss chord at joint(s) 3. 6) "SemWgtd pitchbreaks with fixed heels° Member end fthy model was used in the analysis and design of this truss. LOAD CASE(S) Standard 13901 S.I. 108 itvo . Miami, -Morida 33176 Phone 305 - 253 -2428 Fax ..505- 23:� -�2-v Florida Professional Engineering License No, DECO TRUSS COMPANY INC., Princeton, FL 33032 7:tYt s 1 ' Zu1 L m11 Bx l ousulwl mc. 1 ue mar la 4:o I. I "1 o rayn i ID:gcP9CPbRDpYl8hfufHZ;sous ggfNz5Rv1Nto9mv6y01jW7swla9WkgAMKM ViQv2 CB -2 -10-13 1 -0 -7 _ 2 -10-13 1 0-7 Scale =1:8.8 LOADING (psi) Truss � DEFL In 900 Udeft IJd tin: On 7Job 909 J J K -0PEN TRUSS � TCDL 15.0 Lumber Increase 1.33 BC 0.11 Vert(TL) 0.00 6 >999 240 BCLL 0.0 Rep Stress Ina YES feBo re DECO TRUSS COMPANY INC., Princeton, FL 33032 7:tYt s 1 ' Zu1 L m11 Bx l ousulwl mc. 1 ue mar la 4:o I. I "1 o rayn i ID:gcP9CPbRDpYl8hfufHZ;sous ggfNz5Rv1Nto9mv6y01jW7swla9WkgAMKM ViQv2 CB -2 -10-13 1 -0 -7 _ 2 -10-13 1 0-7 Scale =1:8.8 LOADING (psi) SPACING 2-0-0 CSI DEFL In 900 Udeft IJd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.00 6 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.11 Vert(TL) 0.00 6 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 HOMM) 0.00 2 n1a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix M) Weight 17 lb FT-O% LUMBER TOP CHORD 2x6 SYP Not 'BOT CHORD 2x4 SP Not OTHERS 2x4 SP NO2 REACTIONS M size) 2- 482M40 (min. 0.1 -8), 4=- 6210 -1-8 (min. 0-1-8),3=44&1-8 (min. 0.1-8) Max Horz 2- 179(LC 3) Max Uptift2G1041(LC 3), 4= -76(LC 2), 3=79(LC 2) Max Gmv2 =575(LC 2), 4=163(LC 3), 3- 188(LC 3) FORCES (ib) - Max CompJMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- &0213D3 BOT CHORD 24=- 2501492 BRACING TOP CHORD Structural wood sheathing directly applied or 148-0 oc purlins. BOT CHORD Rigid calling directly applied or 10.0 -0 oc bracing. MiTak recommends that Stabilizers and required cross bracing be Installed durl truss erection In accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -10; Vut=175mpg (3- second gust) Vesd =136mph; TCDL- 5.Opsf; BCDL =S.Opsf; h =15ft; Cat. 11; Exp D; End., GCpi -0.18; C-C Exterlor(2); Lumber DOL =1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 0 degree rotation about its carder. 3) Provide mechanical connection (by otters) of truss to bearing plate at joints) 4, 3. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1041 lb uplift at joint 2, 76 lb uplift at joint 4 and 79 lb uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 3. 6) "Se"Id pftchbreaks with fixed heats" Member end fbdty model was used In the analysis and design of this truss. LOAD CASE(S) Standard RE, 13001 S.W. 10$ raga . Florida 33176 Phone 305- 253 -2428 Pax s05- 233 --t2,%b Florida Pr©fessionel En¢inee* License No, -3692) �'`"4" *? s r �� : d� , 044 STANDARD LATERAL WEB BRACING TRUSSES ® 24" O.C. TYP. 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. SHALL CONNECTED A FIXED LATERAL BRACING DETAIL RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL 10d 0 6" O.C. TYP. ' T —BRACE SAME SIZE TRUSSES 0 24" AND GRADE AS WEB. O.C. TYP. WEB .(2x6 MAX.) T— BRACE WITH 10d NAILS ® 6" WEB SECTION DETAIL NOTE: BRACE MUST BE 80% THE LEHGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI -2007 T.0 ...... SEE STRUCTURAL SHEET. Revised: B.0 ...... SEE STRUCTURAL SHEET. 7/7/94 WEBS ... SEE STRUCTURAL SHEET. 03/2012 LOADING (PLF) STR. INCR.: 33% L. D. DRAWN BY: G.L.H. T.C. 30 15 CHECKED BY: J.A.I. B.C. 0 10 REP. STRESS: YES SPACING: 24 INCH O/C. C1 D aaaa O C] O D C7 F --- 7 g=n MITek Industries Inc. Mohmoud Zolfoghori 13901 S.W. 108 Ave. Miomi, FL. 33176 305 - 253 -2428 P.E. No. 36921 for MITek Industries Inc. e Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET- 1. FOR 1-HP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP 2. FOR F -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) -16D NAILS AND USE USP RT7 (IJR) HURRICANE CLIP AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO T -0 ", USE USP CLPBF BUTTERFLY HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP AT TOP 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS AND USE USP RT7 (IJR) HURRICANE CLIP AT TOP NOTE: Refer to attached Miami-Dade County Product and/or Florida Approvals for nailing and proper use of hangers. Hanger / Strap I.D. Number State of Florida or Miami -Dade County Approval Number HJC26 & HJC28 Miami -Dade Approval Number 11- 0510.01 SKH26 L/R Miami- Dade.A proval Number 11- 0510.01 RT7 — Hurricane Clips Miami -Dade Approval Number 11- 0510.01 CLPBF — Butterfly Hanger Miami -Dade Approval Number 08- 0206.07 HJC HIPMACK ALLOWABLE LOADS, STOCK NUMBER HJC26 KJC28 STEEL GAGE 12 12 DIMENSIONS (inches) FASTENER SCHEDULE ' SP ALLOWABLE LOADS pbs) 3,4 ]WE D 3/4 311 CarryingTruas Header Carried Trusses Jack Flip Type 10d Commoh 10d Common Dovmload2 U Z 16 20 Type 16d Common 16d Common Qty 7 8 Qty 5 6 Co =1.0 2090 3220 Cn =1.16 2090 3705 rro =126 20� 3966 2005 2010 FOR 61: 1 inch = 25.4 mm, 1 Ibr = 4aa R i I m = =.w 'cra 'A 10d Common Nail is a nail with a diameter of 0.148" and length of 3 °. A 16d Common Nail is a nail with a diamatar 0f 0.162" and a length of 31/z'. 2Loads have been increased as shown in accordance with code. 15% and 25% forsnow and construction loads. No further increase is permitted. 6V/. for wind or seismic loafing. No hather Increase Is permitted. 3ihe lumber species Is Southern Pine 47he published load is for the total of the hip at 45 degrees and jack at 90 dagreeS combined. slim minimum header thidvress shag be 2 inches for the 16d common nags. JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS 1•13C STOCK STEEL DIMENSIONS ('inches) FASTENER SCHEDULE, 2 SP ALLOWABLE LOADS (Iba.) 4 14305 SOUTHCROSS DRIVE - SUITE 200 Header Joist Download 3 Uptlft NUMBER GAGE W H D A City Type �y Type C0=1A Cp =1.1S Cp=12S Co =1.6 JUS24 JUS26 JUS28 JUS210 18 18 18 18 1s /18 19/16 18/16 ts/ 3118 413118 681s 73/4 1 /4 1314 1314 1314 1 1 1 1 4 4 8 8 Tod Common 10d Common 10d Common 10d Common 2 4 4 4 10d Common 10d Common f 0d Common 10d Common 710 925 1170 1420 815 1065 1350 1635 890 1080 1485 1700 WA 1040 1160 1115 For Si: 1 inch = 25.4 mm,1 Ibf o 4.45 N, n Psi = o." Kra 'A 10d Common nails is 3 inches tong and 0.148 Inches in diameter 2The I od Common Nails naits driven into the 101st shalt be installed at 30 to 45 degrees h0r¢or Wy toward the header. 3Loads have been increased as shown In accordance with code. 15% and 25% for snow and construGlon loads. Nofurther increase is psimtttad. 6D% for wind or seismic loading. Nofutthei• increase is permitted 'lihe lumber speces is Souttiem Pine sUpitit loads for conneclors listed as WA had an uplift capacity less than file required 700 pounds. SLANT NAIL DETAIL ��Jrw TYPICAL JUS INSTALLATION NUA No. 11-0510.01 Expiration Date: June 04, 2016 ",pproT'a Date: July 21, 2011 JUS TYPICAL HJC INSTALLATION ' �• "• ' UNITED STEEL PRODUCTS COMPANY _ 14305 SOUTHCROSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800 - 326.5934 NAME: FACE MOUNT HANGERS �tf HJC JUS DATE: STEVEN A BREKKE s` • ` 3/28/2011 PROFESSIONAL ENGINEER .• LICENSE NO. 70432 _ SHEET: DRAWING NO.: 1 OF 2 MD-HJC -JUS SKH SKEWED HANGER ALLOWABLE LOADS For Sh I Inch = 25.4 mm,1 psi = 8.8s kPa,1 Ibf = 4.45 N 'A 10dx1 -112" Common nails IS 1112 inches iwV and 0.148 inches in diameter The i sd Common nail is 0.162 inches In diameter by 3'!2 inches long. 2Lcads have been increased as shown in accordance with code. 15% and 25% fa snow and construction loads. No further increase is permitted. 60 °A for wind or seismic loading. No further incraase Is Permitted. 3Ths Wmberspecies is Southem Pine JL JOIST HANGER ALLOWABLE LOADS 8101 SKH26R INSTALLATION TOP VIEW STOCK STEEL DIMENSIONS inches FASTENER SCHEDULE SP ALLOWABLE LOADS ii bs " STOCK STEEL Joist Header Joist DmIoad2 Uplift" NUMBER GAGE W H D Face Typo Qty Type Co =1.o . c..1.115 r,-1.2S C,=11-65 SI4 i26iJR 16 191 5/4 1 / 6 16d Common S 10dx1 -112 895 1030 1120 870 For Sh I Inch = 25.4 mm,1 psi = 8.8s kPa,1 Ibf = 4.45 N 'A 10dx1 -112" Common nails IS 1112 inches iwV and 0.148 inches in diameter The i sd Common nail is 0.162 inches In diameter by 3'!2 inches long. 2Lcads have been increased as shown in accordance with code. 15% and 25% fa snow and construction loads. No further increase is permitted. 60 °A for wind or seismic loading. No further incraase Is Permitted. 3Ths Wmberspecies is Southem Pine JL JOIST HANGER ALLOWABLE LOADS 8101 SKH26R INSTALLATION TOP VIEW STOCK STEEL DIMENSIONS (inches) FASTENER SCHEDULE' ALLOWABLE LOADS (Ibs) 3 Header Joist Download 2 Upli t 2.4 NUMBER GAGE PROFESSIONAL ENGINEER D LICENSE NO. 70432 SHEET: DRAWING NO.: Type 2 OF 2 Co =1.15 cp =1.25 Co =1.6 J124 ZO W 1 ! H 3 1'/ 4 10d Common 2 10dx1'/ 480 665 815 925 WA 700 JL24 20 1st 4-3/4 1'1 8 10d Common 4 10dx11/ 10dx111 740 1230 850 1415 1515 940 J12g 20 1st 6 "! 11/ 10 10d Common 6 8 10dxtY 1720 1980 2070 1170 JL210 20 1s! 8'/ 11/ 14 10d Common For SI: 1 inch = 25.4 rmn.1 Itif - 4.45 N, 7 PSI = o.a= Ic 'A 10d Common nail is 3 inches long and 0.148 inches in diameter A 10dx1'12 nail is *2 Inches tong and 0.448 itches in diametar 2Loads have been increased as shown in accordance with code. 15% and 250/. for snow and construction loads. No further increase IS permitter. 60% forwind orseismic lcadbV. No further increase IS Permitted. "The lumbar specaS is Southern Pine °Uplift toads for connectors Gated as NIA had an uplift capacity less limn the required 700 pounds. TYPICALJLIWTA" WN JL NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 20111 UNITED STEEL PRODUCTS COMPANY V 1. 14305 SOUTHCROSS DRIVE - SUITE 200 BURNSVILLE. MN 55306 PH: 800328 -5934 NAME: FACE MOUNT HANGERS SKH JL 3 • �g DATE: STEVEN A BREKKE - �f ' .• 3/28/2011 PROFESSIONAL ENGINEER LICENSE NO. 70432 SHEET: DRAWING NO.: 2 OF 2 MD- SKH -JL USP STRUCTURAL CONNECTORS• A rtad 4. 4 Typical RMA Typical RT4 Typical RT5 Typical RT6 truss /rafter truss/rafter to truss /rafter truss/rafter to plate installation plate installation to double to double plate Installation plate installation 21/2 5 4' 1/ ' A/ Y 33 /q' � 41/2 / 1 7/4" 2 g/ 16" 1 15/16" RMA �,z RN RT5 RT6 f•' a S lu r _ (± f2 r Typical R77 Typical R77A Typical RT14 Typical RIBA truss/rafter truss/rafter truss/rafter yP late to double to double to double stud to double to P plate Installation plate installation plate installation stud installation 1 911 .. 1 9/16' li F 1 114.. ,�.• ,r1�j♦ E 11/2 "� yi f.. ` 9n !�4•' 2318.! 4 15176tif, 1y q� a � i '• g t�11."i . 5 � •]13/16' 215116'. 10 31e 1 Ile) R77 R77A MA continued on next page 1-800-328-5934 a www.USPconnectors.com 0 m 0 0 c m 0 C C 0 (3 is N N t 3 USP Stock No. Ref. No. steel Gouge . FastenerSchadule'm' Allowable Loads (Lbs.y Code Ref. Truss/Rafter Top Plate Masonry Block Lateral 160% uplfft qty Type Qty Type Qty Tye F1 F2 F3 DF-L 1 SP S-P-F 160°!6 160% RT16M HM9KT 18 9 1 10d x 1 -112 -- -- 4 1/4"x 1 314' Tapcon 630 480 1 115 1395 1395 F19 9 1od x 1 -112 4 16d 1 2 1/4' x 1- 3 /4'Tapoon -- -- -- 1360 1360 1) AIIOwable loads have been increased bu -/o Tor wind or seismic loads: no iurmer increase snan as penumau. 2)10d x 1 -1 /2 nails are 9 gauge (0.148" diameter) by 1 -112- long. 3) Install with 1/4' x 1 -314° Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 4) Fasteners to be installed to fully grouted and reinforced concrete masonry. These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Materials: See chart Finish: G90 galvanizing; RT7A -GC & RT15 -GC — Gold Coat Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT8A, RT16A, and RT16 -2 are available in Triple Zinc. To order, add TZto stock number, as in RT10 -T7— RT3A, RT4, RT5, RT7, RT8A, RT10, RT16A, and RT16 -2 are available in Stainless Steel. To order, add SSto stock number, as in RT7-SS. Codes: ESR -1881, ESR -1465; 2031 C, FL565, FL821, FL817, FL859, Dade County, FL 07- 0306.10, L.A. City RR 25779 Typical HCPRS stud to plate installation F1 f fUplift Typical HHCP2 truss /rafter to double plate corner installation �uSP CONNECTORS' Mr Typical HC520 gable brace installation i - Typical HC520 HCPRS stud to plate installation HC520 O Hurricane Anchor installation to achieve twice the load 1-800-328-5934 ® www.USPconnectors.com (Top View) continued on next page Wall To Plate ,1 P Install diagonally across from each NaOing Irmo both sldes.of`a single ply 2x ; other for'm(nimum 1;2'truss ,ffile. truss will reSUli in rediloM#ues, Ink4ilavort yields full catalog values ; Hurricane Anchor installation to achieve twice the load 1-800-328-5934 ® www.USPconnectors.com (Top View) continued on next page Installation: Sloped 1 Skewed— STRUCiURA1 Dimensions Fastener Schedule° Allowable Loads (Lbs.) CONNECTORS _ Materials: See chart Header Finish: G90 galvanizing - (j Options: See Specialty Options Chart. Rough/Full sizes available. USP Stock No. ` %f' _ THD hangers with widths greater than 3" can have one flange inverted with no load reduction. Coda Ref. Specify right (/?)or left (L). T yl� Codes: ESR -1781, FL9835, FL13285, Typical TH ©270 Dade County, FL 06- 0921.05, L.A. City RR 25843 100% 115% Installation Installation: 1) Uplift loads have been Increased 60 % for wind or seismic loads; no further increase shell be permitted. 2)1od x 1 -12 naffs are 9 gauge (0.148 - diameter) by 1 -112- long. 3) 04'mimum nab penetration is 1- 518 -for 16d nails. enorialty nntions Chart — refer to Specialty Options pages 194 to 195 for additional details. Sloped 1 Skewed— Inverted Flange Dimensions Fastener Schedule° Allowable Loads (Lbs.) Sloped SeaP Header Truss DF -LISP 1 to 45° Joist Truss Size USP Stock No. Ref. Na. Steel Gauge 9e � H D Oty Type Coda Ref. 41Y T yl� Floor Roof UPS 100% 115% 125% 160% 2x6-8 2 x 8 -10 2x10- 12 (2)2x6-8 2) 2 x 8 -10 (2) 2 x 10 -12 4x6 -8 4x8.10 4x10 -12 4x12 -14 4x'14-16 THD26 THD28 THD210 THD26 -2 THD28 2 TND210 -2 THD46 THD48 THD410 THD412 THD414 THD210 3 THD610 KTU26 KM28 M210 HHUS26.2, HTU26.2 HHUS28 2 HTU28 2 HHUS210.2, HTU210.2 HHUS46 HHUS48 HHUS410 -- HHUS210 -3 HHUS5.50110 16 16 16 14 14 14 14 14 14 14 14 12 12 1 -518 1 -58 1 -518 3 7116 3- 7116 3-7116 3- 518 3 -518 3-58' 3-58 3 -58 5-18 5-12 5 1116 3 18 7 3 28 9 3 38 548 J 3 18 7 -118 3 28 9-V8 3 38 5.5116 3 18 7 -1116 3 28 9 -1116 3 38 11 3 48 12.718 3 58 9 3 38 9 3 38 16d 16d 16d 16d 16d 16d 16d 16d 16d 16d 16d 16d 16d 12 16 20 12 16 20 12 16 20 20 20 20 20 10d x 1 -12 10d x 1 -12 10d x 1.12 1 10d 10d 10d 10d 10d 10d 10d 10d 10d 10d 2485 3865 5075 2540 3950 5360 2540 3950 5360 6770 7045 5660 5660 2855 3965 5115 2920 4540 6160 2920 4540 6160 7045 7045 6510 6510 3�5 5115 3175. 4935 6700 3175 4935 6700 7045 7045 7045 7080 2170 2330 3095 2285 2595 3810 2285 2595 3810 3810 3810 X50 3410 5 F18 F30, DZ 5, F ou R5 5, F18. F30, D2 R5 5, F18, 1710, F30, D2, R5 5; F30, RS 5; F18, F30, D2 R5 (3) 2 x 10 -12 6 x 10-12 6 x 12 -14 -9-0 4 - 16 THD614 THD7210 -- HHUS7200 12 12 12 5-112 5-12 T -114 11 3 48 1 12 -718 3 58 9 , 3 38 16d 16d 16d 20 20 20 10d 10d 1 Od 7150 8415 5660 8225 8475 6510 8415 6415 7080 4065 4065 3410, 7x.8 -1f4 -14 1) Uplift loads have been Increased 60 % for wind or seismic loads; no further increase shell be permitted. 2)1od x 1 -12 naffs are 9 gauge (0.148 - diameter) by 1 -112- long. 3) 04'mimum nab penetration is 1- 518 -for 16d nails. enorialty nntions Chart — refer to Specialty Options pages 194 to 195 for additional details. 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped I skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut or sqare cut on joist in all applications. 1-800-328-5934 • www.USPconnectors.com n O a m N O C N 9 N 'c m n 0 3 0 °b Sloped 1 Skewed— Inverted Flange Option Skewed'a Sloped SeaP Not available in widths < 3-. Range 1 to 45° 1' to 45• See Sloped Seat and Skewed one flange inverted. 1008% of table load. 65% of table load when Allowable 85% of table load 65% o:table load 65% of table load nailing into the support Loads i members end grain. Add SKangle required . Add SL, slope required, AddflFpneflange. and right (R) or left (L ), and up (Lo or dawn (D), See Sloped Seat and Skewed. fight (R) and left (L), Ordering to product number. to product number. Ex. THD410- SK45RSL30D to product number. Ex. THD410 -SK45R ( Ex. THD410 -SL30D Ex. THD41011FR 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped I skewed hangers with slopes greater than 15° may have additional joist nails. 3) All sloped, skewed, or combinations require bevel cut or sqare cut on joist in all applications. 1-800-328-5934 • www.USPconnectors.com n O a m N O C N 9 N 'c m n 0 3 0 °b f USP STRUCTURAL C4NtJECTORS A�rTt° ' ComPeM The MUS & HUS hanger series offers double shear nailing. USP's raised dimple allows for 300 to 450 nailing through the joist into header, resulting in higher loads and less nailing. Materials: See chart Finish: G90 galvanizing Codes: ESR -1881, FL9835, Dade County, FL 06- 0921.05 Installation: • Use all specified fasteners. See Product Notes, page 11. • Joist nails must be driven in at a 300 to 45° angle through the joist or truss into the header to achieve listed loads. Standard length "double shear" nails must be used to achieve listed load values. r "--- Raised dimple allowe t 30° to 45 Y, ry j H nailing Typical HUS installation HUS (MUSsimilar) i, �tF ��• _ H Double Shear nail deveri `_ y User, rtandard . � , features fewer nails and length nailr xW r faster installation / MUS 2 x 8 -10 Joist i Truss Size USP Stock No. W. No. MUS26 HUS28 MUS28 Steel Gauge 18 16 18 Dime as Fastener Schedule= Allowable Loads (Lbs.)0 W H 1- 9116 5 -1116 1 -518 5 7116 1 -9116 7 -1/16 Header Truss DF -LISP S-P -F Qty 6 14 8 Floor ..Type Qty Type 100 °!0 10d 6 10d 1285 16d 6 16d 2635 10d 8 1Dd 1710 Roof Uplift' Floor Roof Cale Ref. 160% 725 6, F" F 1815 D2 R X035 110 115°/ 1475 3030 1970 125% 1605 3M5 2140 180% ✓ 5 1925 123D 180% 1100 2260 1465 115% 125% 1265 7375 26(x. 2810 1665 1830 2 x 6 - 8 MUS26 c� HUS177 MUS28 2 x 8 -10 HUS28 HUS28 16 15!8 7 -3116 22 16d 8 16d 3971 2 x 10 -12 HUS210 HUS210 16 1 -58 93116 30 16d 10 16d 5311 1.314 x 5-M - 7 -1/4 HIJS175 HU1.8115 16 1 -13116 538 14 16d 6 18d 263 1. 314x7- 1/4- 11 -1/4 HUS177 -- 16 1 -13/16 7.18 22 16d 8 16d 397 1- 3/4x9. 114 -'14 HUS179 HUS1.81110 16 1 -13116 918 30 16d 10 t6d 531 1) Uplift loads have been Increased 60 %for wind or seismic beds; no further increase shall be permitted. 2) Minimum nab penetration is 1- 58-for 16d nails. 3) Nabs must be driven at a 30° fo 45° angle through joist or buss into header to achieve the table loads. 4) HUS175, HUS177, and HUS179load values assume tie joist is 1 -31T wide and has a bearing strength of not less Oran 675 psi. New products or updated product information are designated in bold fork The butterfly hanger's flared header flange design allows for added nailing. Excellent truss -to -truss hanger for 2x4 purlin or truss bottom chords- Materials: 18 gauge Finish: G90 galvanizing Codes: ESR -1881, FL574, Dade County, FL 08- 0206.07 Installation: • Use all specified fasteners. See Product Notes, page 11. 1) Uplift loads have been Increased bu-1a for wino or seismic ioaus; uu wl uic, - r- •••••• - -- 2) Minimum nail embedment shall be 1 -112' for IOd nails. 3205 1925 320.5 1-800-328-5934 ° www.Uspconnectors.com 6,1`15, F18, D2, R13 0 o Er s N 0 Fastener Schedule' Allowable Loads (Lbs.) Header Joist DF•LISP Floor Roof Uplife Code Joistsiie9StockNo. USP Ref. No. steel Gauge Qty Type City Type 100% 115°!0 125% 160% Ref. *1 f 16 F15 2 x 4 € CLPBF ; -- i I 18 1 12 1od 6 j 10d x 1 -112 815 815 815 I I k j 215 ( D11, R13• I 4 1) Uplift loads have been Increased bu-1a for wino or seismic ioaus; uu wl uic, - r- •••••• - -- 2) Minimum nail embedment shall be 1 -112' for IOd nails. 3205 1925 320.5 1-800-328-5934 ° www.Uspconnectors.com 6,1`15, F18, D2, R13 0 o Er s N 0 11-MAI 1 0 44101 a i i levi GENERAL NOTES NOTES GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT &BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARR LEVANTAR PAQUETES DE TRUSSES RESTRICC18N YARRIOSTRE PARR TRUSSES DE CUERDAS PARAt.ELAS 3X2 Y 4X2 Trusses are not marked in any way to identify the Los busses no estin marcados de ninon modo que LAS MEDIDAS DE LA ZNSTALACZON DE LOS TRUSSES 10' 3 m) or Diagonal bracing Repeat dlagonai bracing frequency or location of temporary lateral restraint identlNquelaf wendaolocalizaddnderestriccl6nlateral DON? overload the crane. ® Refer 151(4.6 m)• every 15 truss spaces 30' and diagonal bracing. Follow the recommendations yarriostre diagonal temporales Uselesrecamendadones 0 1) Install ground bracing. 2) Set flrst truss and attach securely to ground bradng. 3) Set next 4 to BCSI -B7 * ** for (9.1 m) max. for handling, Installing and temporary restraining de manejo, JrBtalad6n, restrJcd6n yaMostre terrrporai de NO sobrecargue la gory.. , s trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal more information. and bracing f trusses. Refer to SCSI - Guide to Jos busses Vea el folleto BCSI - Gula de Buena Prddlca bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five CrxxJ Practice for Handling Installine Restraining rd alief Mstalacidn Restil n yArrt� de nos � NEVER use banding to lift a bundle. " trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see Vea el resumen &Bracing of Methl Plate Connected Wood Tmsses de Madera Cortectados con Wide de Metal * ** NUNCA use has ataduras para leventar un paquete below). 7) Repeat process with groups of four trusses until all trusses are set BCSI-B7* ** parr * ** for more detailed information. pars informadon ads detallada. r) In stale IDS arrlostres de terra. 2) Llstale el pdmero [Hiss y ate segu2mente al arrlostre de rrr6s informadon. Truss Design Drawings may specify locations of Los d/bujos de d&& de los busses puWen espeficar A single lift point may be used for bundles of ;` ' top chord pitch trusses up to 45' (13.7 m) and terra. 3) Lrstale los pr6admos 4 trusses con restricd6n lateral temporal de mlembro corto (vea Apply diagonal brace iA verflcal permanent lateral restraint or reinforcement for has IocaUzadones de restrlai6n lateral pemlarr�de o parallel chord trusses up to 30'(9.1 m). abajo). 4) Irrslale el arrlosbe diagonal de la cuerda superior (vea abajo). 5) Insmle arrfosbe webs at end of cantilever and at individual truss members. Refer to the BCSI- rdLvzo en los mfembms individuales del buss. Vea la Use at least two Ilft points for bundles of top diagonal para nos pianos de los mlembros secundarlos para estabilice los primeros dnco busses bearing locaflons. All lateral re 'rds B3 * ** for more Information. All other permanent hoja resumerr BGSI -B3 * ** pare acts /nfomred6n. El chord pitch trusses up to 60' (18.3m) and paral- -WRING! Do not over load supporting (vea abajo). 6) Inslale la riesfrlccidn lateral temporal y ardostre diagonal pars /a cuerda Inferior lapped at least two trusses. bracing design is the responsibility of the building reato de los dtserios de amiostres pemranemes son la structure with truss bundle. designer. resporrsablllmdad del dLseRador del t?diildo. let chord trusses up to 45' (13.7m). Use at least (vea abajo). 7) Raptly � procedlmlento en grupos de cuatro busses hasty qua twos nos *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords three Ilft points for bundles of top chord pitch IADVER7ENCIAI No sobrecargue la trusses est6n insteados. and 15' (4.6 m) o.c. for 4x2 chords. trusses >60'(18.3m) and parallel chord trusses esbuctura apoyada con el paquete de Refer to SCSI -B2 * ** for more information. INSTALLING - INSTALACI®N Out-of-Plane ®WARNING! The consequences >451(13.7m). trusses. Vea of improper Vea el resume» BCSI -B2*** pare m3.s lnformad6n. handling, erecting, Installing, restraining Puede user un solo lugar de levantar pare pa- Q Place truss bundles in stable position. Tolerances for Out -of- Plane. Out of -Plumb Max Bow Truss Length g g g uetes de trusses de la cuerda superior haste 45' RESTRAINTJBRACING FOR ALL PLANES OF TRUSSES Q and bracing can result in a collapse of the q Pose paquetes de trusses en un posici6n RESTRICCz6N /ARRIOSM PARA TODOS PLANOS DE TRUSSES Tolerandas pare Fuerd -de- Plano. 314° 12.5' busses de werdas de 30'o manes. structure, or worse, serious personal injury y estabte. Max Bow D /50 D (it) 19 mm 3.8 m Use par to memos dos puntos de levantar con 2 This restraint & brad» method is for all trusses except 3x2 and 4x2 rallel chord trusses (PCrs Length -�► or death. 9 Pt Pa )• grupos de trusses de cuerda superior indinada See top of next column for temporary restraint and bracing of PCPs. - 114° 1' 7/8' 14.6' i40VERTENCZ41 d resultado de un manejo, haste 60'y trusses de cuerdas paralelas hasty Max Bow ��m - t ; 6 mm 0.3 m 22 mm 4.5 m levantamiento, instakii restricd6n y arrisobe 45, Use por to menos dos puntos de leventar sun grupos de trusses de cuerda superior indinada Este m6todo de resMcd6n y antstre es pars todo busses excepto busses de cuerdas paralelas 1/2' 2' 1' 16.T imcorrecto puede ser la cafda de la esbudura o _ mas de 60'y busses de cuerdes paralelas mas de 45' (PCTs) 3x2 y 4x2. Vea la parte superior de la column pars la resbicd6n y arrioste temporal de PCTs. " �" o ; 13 mm 0.6 m 25 mm 5.1 m a6n peor, heridos o muertos - -- 3/4^ 3' 1 -1/8' 18.9' ® CWigd@)R79 Exercise care when removing MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 1) TOP CHORD - CUERDA SUPERIOR �- S Plumb 19 mm 0.9 m 29 mm 5.7 m banding and handling trusses to avoid RECOMENDACIONES PARR LEVANTAR TRUSSES INDIVIDUALt:S damaging trusses and prevent injury. Wear personal protective equipment for the eyes, '"� ®� o feet, hands and head when working with Using a single pick -point at the peak can damage the truss. trusses, m V uso de un solo lugar en el pica pars leventar puede so' or rasa Uiilice cautela al quitar has ataduras tracer dal% al truss. o los pedazos de metal de sujetar pat eviler dar3o a Jos trusses y prevenir la herida personal. Lleve Approx. V2 ® el equlpo protedivo personal pat ojos, pies, truss length mans y cabeza cuando babaja con busses . ® QWM@i3 Use 6 AUtlice Tagune E TRUSSES UV TO 30' (9.1 special care In culdado especial en TRUSSES HASTA 30 PIES Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamlento del Ardostre Temporal de la Cuerda Superior Up to 30' 10' (3 m) o.c. max. 9.1 m Asphalt Shingles 30'(9.1 m) - B'(2.4 m) o.c. max. 45'(13.7 m) Clay Tile 45 (13.7 m) - 6' (1.8 m) o.c. max. 60'(18.3 m 60'(18.3 m) - 4'(1.2 m) o.c. max. 80'(24.4 m)* r . /line 1 4 1-1/4 20.8 Tolerances for f 25 mm 1.2 m 32 mm 6.3 m Out -of- Plumb. 1 -1/4' T 1 -3/8' 22.9' Tglerandas pare D /50 max 32 mm 1.5 m 35 mm .0 m Fuera- de-Plomada. 1 -1Y2" 6' 1 -1/2' 25.0' 38 mm 1.8m 38 mm .6m 1 -3/4' 29.2' CONSTRUCTION LOADING 45 mm 2.1 m 45 mm 8.9 m CARGA DE CONSTRuca6N 2' 28' 2' 133.3' G) DO NOT proceed with construction until all lateral 51 mm VA m 61 mm 10.1 m restraint and bracing is securely and properly in place. windy weather or digs ventosos o cerca * NO proceda con Is construcd6n haste que todas las restde- near power lines de cables sons o cos o Attach *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). dons laterales y los arriosbes estdn colocados en forma and airports. de aero Locate spreader �` 10' (3 m) Corrsulte a un Professional Registrado de DlseRo pars busses m6s apropiada y Segura. rpo puarbos• reader bar above or stlebadc O.C. max de 60 pies. Too-in � mm fight * ** Do oreT exceed d�mum stack heights. Refer to BCSI-B4 * ** -> See BCSI -B2 for TCrLR options. spreader bar 1/2 to Vea el SCSr -B2 * ** para las opci, de TLTLR NO exceda has alturas mthdmas de mont6n. Vea el resume» Spreader bar �� 7,j _ ecsr -84 * ** rd m6s infomlad6n. 2l3 sues lenmgtlm ® Refer to BCSI-B3 * ** for truss Tag'"e TRU95E9 VP r0 E0" (19.3 � Spreader bar 2/3 to rel asses r +TO 6 ' ( Pies � 3/4 truss length -" for Gable End Frame re- A Tagane strainVbredrW reinforcement TRUSSES UP -O ANDOVER 60' 16 3 m) -' Maximum Stack Height for Material on Trusses material Height Gypsum Board 12' (305 mm) Plywood or OSB 18' (408 mm) Asphalt Shingles 2 bundles Concrete Block 8' (203 mm) Clay Tile 3-4 ties high HANDLING - l information. - 'iR1!S.Ei HAjrA Y 506RE c0 "ri ES MANE70 O O Hold each truss In position with the erection equipment until top chord temporary lateral restraint Para Informad6n sabre restric- TC TUR is installed and the truss is fastened to the bearing points. d6n 1arriostrWrefuerzo para (S) NEVER stack materials near a peak or at mid -span. Armazones Hastiales vea el NUNG4 amontone los materiales cerca de un pico. ® Avoid lateral bending. Sostenga cada buss en posid6n con equipo de gn)a hasty que la resbiod6n lateral temporal de la resumen BCSI -B3 * ** 10' or Evlte la Aexi6n lateral Q Use proper rigs Use levant aproplado cuerda superior est6Instalado y et truss estd asegurado en Jos soportes. Truss attachment DO NOT overload small groups o single trusses. Bing and hoisting pars levarrtar a Note: Ground bracing not shown for clarity. required at suppo s) NO sobrecargue pequef% grupos o trusses tndrviduales . s The contractor is responsible for equipment. improvtsar. INSTALLATION OF SINGLE TRUSSES BY HAND Section A -A properly receiving, unloading and storing RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDMDUALES 0 Repeat diagonal braces for each sat oP 4 irus 0 Place loads carer as many trusses as possible. the trusses at the jobsite. Unload trusses to Repito los arrtsotres diagonates pare cads girupo de 4 busses. Coloque las cargas sabre tantos busses Como sea smooth surface to prevent damage. li POR LA MANO � posible. ET contrabsta tene /a res :onsablildad de g _ - ; % ; ; - _ % t 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS redbir, descargar y aimacenar adecuadamente 0 Trusses 20' t ' ' Trusses 30' 0 Position loads carer load bearing walls. los busses en la obra. Descargue nos trusses en (6.1 m) or \ f (9.1 m) or f ® Diagonal Coloque las carges sabre has pared- soportantes . la terra Iiso pare prevenir el datlo. less, support less, support at bracing near peak. quarter points. web members LATERAL RESTRAINT ALTERATIONS - ALTERACIONES &DIAGONAL BRACING ® Refer to BCSI- BS. * ** Truss bmtng not shown tor cladty. Soporte Soporte de cerca al plco GIs cuartos ARE VERY IMPORTANT Vea el resumen BCSI-es. * ** /as busses I E Truss up to 20' -10.1 de bamo nos I E Trusses up to 30' I DO NOT cut, alter, or drill any structural member of a truss unless F : • . de 20 pies o busses de 30 DO NOT store NO almacene memos• (6.1 m) (91 m) ILA RESTRICCION specifically permitted by the truss design drawing. unbraced bundles vertcalmente los hasty 20 pies pies o menos. Trusses hasty 30 pies LATERAL Y EL NO corte, alters o perfore ningGn mlembro esbudu2/ de un truss, upright busses suett s. ARRZOSTRE a menos que est6 espedBcamente parmitdo en el dibujo del diser% TEMPORARY RESTRAINT &BRACING detbvss 0 Trusses may be unloaded directly on the ground Bottom chords RESTRICCION Y ARRIOSTRE TEMPORAL DIAGONAL at the time of delivery or stored temporadty in , . SON MUY � ' ® Trusses that have been overloaded during construction or altered without the Truss contact with the ground alter delivery. If trusses Diagonal braces Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. are to be stored for more than one week, place., ® ZMPORTANTES! blocking of suffldent height beneath the stack of Refer to SCSI -B2 * ** for more Top Chord Temporary every 10 truss spaces trusses at 8'(2.4 m) to 10'(3 m) on- center (o.c.). information. Lateral Restraint 20' (6.1 m) max. previa que br cane de W saes, Burden !a errrstrucd in o hen ado rae2dos sin la del Fiabirl- Los trusses pueden ser descargados diredamente Vea el resumen BCSr -B2* ** ra m6s infor- as a or oho d la er max Same s crnte del Trusses. ante de 7hcsr� pu�en pacer nulo y �n efedn la gardntta IimRada del Fabrl- Pa �4 m n) as bottom chord lateral restraint Note: Some chord and web members carne de Trrsses. en el suelo an equal momento de entrega o r- ! *. mad6n. almacenados tempordlmente en contacto can el a; r_ x 3) BOTTOM CHORD - CUERDA INFERIOR not shown for clarity. -.mod the comportent Manafectu r for mare Information or mnadt a Registered Gelgn vmressional for a suelo despuds de entrega. SI nos trusses estarJn r= 0 Locate ground braces for first truss directly ..-- -- -, "; _: �„ : "v ::.-: To view anon- Pnntln9 PDF of tl>H olaoon,ent, vial guardados pars ads de un semaina, ponga J - -_ rn line with all rows of top chord temporary Lateral Restraints - 2x4x12' or blalueando de alturd suHdente detrds de la pica lateral restraint (see table in the next column). greater lapped over two trusses. Nome: The mss mamftt ter and arras designs rely on the presumption mat the contractor and crane operator (v applicable) are de nos basses a 8 haata 10 es en CelrbD (O.G . professionals with the capability to undertake a the work they have to do on any 9� project. If the contractor bebevg It Hems PI ) DO NOT store on NO almaoene en terra Coloque los arriostres de tierra pat el primer b90' assistance in aspece a the oxmnxtlon protect c should asses from a compeer party. The methods and procedures 0 For trusses stored for more than one week, cover uneven ground. desigual. (muss d/reclamente en lfnea con cada una de oatannsl in m s dmanm tare ham led a arsons tiatame ovemo coretructton tedvlgues employed cow put the tnases into place SAFELY. These r�mmendatio s for hamUin9, Installing, resld and bracing trusses are based upon the collective arperien ce of leadirg bundles to protect from the environment has Alas de resMai6n lateral temporal de la Bottom personnel involved worm truss design, manuracmre and bsts n, but must, due to tin law a of resrmns b piles kwo ved, be p esented Brace first truss chords - - - only as a GUIDE for use by a qualified bu�ndesignrer or contractor. n bi mrot intonded that tirese recartunvdatlore be Interpreted as ?,_. cuerda superior (yea la tabla en la pridxlma superlortotla building designer's des�n for hand", irstelsng, resmaWrg and bracing trusses and it does not predudethe Para trusses uetes para pot orris de un saran, alumna . �E securely before �- use of other equNalerR ramrods for resbaMNg/braW9 and providing stability for time wails, columns, roars, roofs and all the Interrelated cobra lus pagfretes pars protegedos de! ambteme. _ ) erection Of additional structural buikpng compormris as detemmned by the contractor. Thus, slice and TPI a pre6Wy disclaim any respormbnity, for damages Refer to BfSI* ** for more detailed information ._ n _ iSi DO NOT walk on trusses. - arlsNg from the use, application, or reliance on the remmmendanons and information contained herein. pertaining to handling and jobsite storage of unbraced trusses. �� busses. NO Gamine en Cusses Diagonal braces every truss spaces 201(6.1 m) ) max. sueltos. "�11 raoteuaecoo� TRUSS PLATE INSTITUTE Yea el treat Bart*** pare enact de I S busses see 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St, Ste. 312 • Alexandria, VA 22314 lads sabre el manejo y almacenado de nos trusses ® 10' (3 m) - 15' (4.6 m) Note: Some chord and web members 608/274,4849 • www.sbdndustry.com 703 /683.1010 • www.tpirsLorg en 6rea de trdbajo. mam not shown for clarity. ® ® , I i • , s i ® s • , A • . ® 1 0 . . ® s • • I • ® ® •