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520 NE 92 St (4)FILE No .062 06/14 '02 15:37 I D :MIAMI _SHORES_V I LLAGE____ FAX :3057568972 ()a14 t oas .e, „ A ,d 9' Ile -7013 �►1 � , /- 1, /3e aye sj 0-4 1 2if 4-4 7a .*/. a , A/5 7° f/ •�� 7z1 � � �! ts; i 1-1° 4 0'-‘ tr ea j 7 (')/ o• ? o- 5 Zi a-( ' -4R a a / /$ mss, "Q - zl ,- • -)/4 g 7 , '41 .7p y' 1 '- / as,' s;u1WUuo3 Ti-r 7.161a L f MqS ao w qar x3 SUPTd uwmyxdac 9oippag 3 Eft A salogS !turIAI y _2170 SU 0 /Y uoneooZ a88d 719'7, ice/ 1s z6 uoclaS ap :ida edi(1 c of of j :a3zg qof PAGE 1/ 1 ,t lJ lecio 7o A/ 76-146-4) oa ei4.-rM 1 (Avooa °OF 4164 e147 C 0 � 60'77 Code Section Page Location Job Site: f . f-' 9 2 xr Date: 19, -7 4 " Type of Review: X`, Miami Shores Village Building Department Plans Examination Sheet By: Comments 54 1.4 R / 7Z b. ` 00 2 5 /,� ,0 /1 x' I DC eA D 0/ earn' c / e rs°n A r /1..00/ / D / c zie.''• 51-ro/re rJ 7-0 .1 s 7-0 X24. ( 5175- -/ /ti eft r a l b/G se, �Le7° 6 s �-A e T ,Bfz A- ALAI J eoG `TAG i' era e.� Rev. 5/7/03) Address The following address is issued a Certificate of Occupancy Zo Pe 2 `T Miami Shores Village Building Department City Miami Shores State Florida Zip 5 1 3 � Building Officials Approval: Certificate of Occupancy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. e) P zoo a -_ 2 Date 12 /? f Z6U 3 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. 0 0 N Permit Status: Approved Permit Expiration: 5/25/2003 Work: 2ND STORY ADDITION . SEPARATE PERMIT FOR WINDOWS AND ROOFING. TRUSS SHOW DRAWINGS BEFORE 1ST FLOOR TIE BEAM PAY TO THE ORDER OF MEMO I: 26708413 LD: 486 L 2 L849811' .BEATRIZ KHAN 520 NE 92ND ST. MIAMI SHORES, FL 33138 -3157 Mrs vii S hrwe D V ;ttaa €, Washington Mutual Washington Mutual'8ank, FA Miami/Miami Lakes Financial Center 1755 14045 NW. 67th Avenue 14800.788.7000 Miami Lakes, FL 33014 24 hour Customer Service Total Fees: $1,470.80 DATE P L A T I N 63- 8413/2670 4861218498 Construction Value: $68,130.00 10 -0Q 1 $ I ,L1'70. 3 514 boo, 'serum. Ircetloi Oat. ca esit. If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: 1( �� , (Contractor or Builder) f M C U S T O M E R IIP BY: 0.20' LOT 6 BLK 58 M N LO x F.I.P 1/2° NO If 0.40 x 10.00' < 10.00} CP F P1/2 "1 NO I.D. 30.06' UTILITY A co - ' 1 '" NC 20.70' 21.40' CONC. DRIVEWAY 75' R/W (PER PLAT) 0 0 CD 0 LOT 5 BLK 58 14.70' 12.90' ` N.E 92nd STREET 20' ASPHALT 22.50' PARKWAY 100,00'(P &M) 5' CONC. WALK ONC. ALK 1 CONC. 0.40' x-15 Q 0 ' 4.00'00.40' 0 0 CONC. ROCK WALK ONE STORY RESIDENCE # 520 .H.L F.F. = 11.62' 33.90' 14 AL R T RA CONC. W.P. \ 100.00'(P &M) 11' ASPHALT ALLEY 22.20' LOT 4 BLK 58 49.50' 9 0 F.I.P 1/2° NO I.D. Nr• ON PL 0.60' LOT 3 BLK 58 _regal Description ..ot 4 & 5, Block 58, MIAMI SHORES SECTION NO. 2 -ccording to the plat thereof as recorded in Plat Book 10, c •t Page 37, of the Public Records of Dade County, Florida. C'ertiled to: i :Ic•recia Adams. C)mmunity Number: 120652 P.1nel: 0093 Si „fix: J D zte of Firm Index: 3/2/94 Firm Zone: X Bose Flood Elevation: N/A Dire of completion: 2/22/02 Pr )perty Address: 52') N.E. 92 Street ILli_�Ini Shores, Florida 33138 Su; vey S -1021 ' S S O R E L A M D- -! BV-0 N C 9 5' t S T /I r i ,. ) I r- r N E [[ 93' • 3 T FF ,n /l // Q(tii cr, net nuid 07? es'.r.Y+r M »,x A•.7n 7/1/ GENERAL NOTES: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) SIGNED DIMENSIONS SHOWN ARE PLAT AND MEASU ELEVATIONS IF SHOWN ARE BASED UPON NOTED. THIS IS A BOUNDARY SURVEY UN AT ESPI OS 0.5101 OFFLORI(i' MIAMI SHORES SECTION NO 2. / / .17,47) /• /J /UN OF ///.7/ F'47/'/ n, r/E A' /T 07 l; :_' .5.V. //AZ, //AZ, /.7/ NWT ,,, 1 /1 ./. 4 . t'C .' Y, / ' / /.1U /:LS ...r,, .1,..'J Or :•:`. Or ' /;le . /Wr /My/ TNq> v.%Arer 120' ar inc JW,1 0' '/ N/ nrk4. GY/fp we.., r 005 .50 1 ." '.% /LWAv, N/.0 /.v J0C.0 .T5J3 -9 _ LEGAL DESCRIPTION PROVIDED BY OTHERS THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS 01? OTHER IMPROVEMENTS WERE NOT LOCATED. ONLY VISIBLE ENCROACHMENTS LOCATED. WALL TIES ARE TO THE F.4CE OF THE WALL. BEARINGS REFERENCED TO LINE NOTED AS B.R. NO IDENTIFICATION FOUND ON PROPERTY CORRNERS UNLESS NOTED. NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SE.4L. D UNLESS OTHERWISE SHOWN. .G. VD. 1929 UNLESS OTHERWISE S OTHERWISE NOTED. 1 HEREBY CERTIFY T // THIS BOUNDAR•. U' VEY IS A TRUE AN D i'•. CT REPRESENTATION OF ! SURVEY PREP4 ' D • R MY DIRECTION. FOR THE FIRA/! THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSE ONLY, EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION, PERMITTING, DESIGN 012 .4NY OTHER USE WITHOUT WRITTEN CONSENT OF .t.IIGUEL ESPINOSA. MIGUEL ESPINOSA LAND SURVEYING, INC. 6494 5.W. 24 STREET MIAMI, FLORIDA 33155 PHONE: (305) 740-3319 LB # 6463 A A/C ADD ADJ AE ALUM. ASPH B/C BCR BLDG BLK. 3M BNDY B/W C CB CBS CD CJB CLF CM CMP CONC. COR. COV. DB OCR D.E. DOT E/F E/P EN/ ELEC. ELEV. ENCL. EM ESMT F/C F/L Ft' FH FIP FIR FN FND FN &D FN &T FP &L GAR GAW HW ID INV IR IP L LB LC LD LFF LP LS ARC LENGTH AIR CONDITIONER ADDITION ADJACENT OR ADJOINING ANCHOR EASEMENT ALUMINUM ASPHALT BUILDING CORNER BROWARD COUNTY RECORDS BUILDING BLOCK BENCHMARK BOUNDARY BACK OF WALK CALCULATED CATCH BASIN CONCRETE BLOCK STRUCTURE CHORD DIRECTION CABLE JUNCTION BOX CHAIN LINK FENCE CONCRETE MONUMENT CORRUGATED METAL PIPE CONCRETE CORNER COVERED DEED DEED BOOK DADE COUNTY RECORDS DRAINAGE EASEMENT DEPARTMENT OF TRANSPORTATION END OF FENCE EDGE OF PAVEMENT EDGE OF WATER ELECTRIC ELEVATION ENCLOSURE ELECTRIC METER EASEMENT FENCE CORNER FENCE LINE FINISHED FLOOR FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL FOUND FOUND NAIL & DISC FOUND NAIL & TAB FLORIDA POWER & LIGHT GARAGE GUY WIRE HEAD WALL IDENTIFY, IDENTITY INVERT IRON ROD IRON PIPE LENGTH LICENSED BUSINESS CHORD DISTANCE LEGAL DESCRIPTION LOWEST FINISHED FLOOR LIGHT POLE LAND SURVEYOR LEGEND OF SURVEY ABBREVIATIONS M MAINT MH NO. N.T.S. 0/H O.P. 0.R.B. 0/5 0/W P PAR PB PC FCC PCP PG PI PK POB POC PP PRM PRC PT PVMT R REC RCP RE5 RET RNG R/W SAN 53T SCN SE SEC SEW SN &D SP 5P &C SR SRC STA STM STY SUED T TB IBM TRANS STWP TYP UE UGD WD WM WV MEASURED MAINTENANCE MANHOLE NUMBER NOT TO SCALE OVERHANG OPEN PORCH OFFICIAL RECORDS BOOK OFFSET OVERHEAD WIRES PLAT PARCEL PLAT BOOK POINT OF CURVATURE POINT OF COMPOUND CURVATURE PERMANENT CONTROL POINT PAGE POINT OF INTERSECTION PARKER KALON POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT POINT OR REVERSE CURVE POINT OF TANGENCY PAVEMENT RADIUS OR RECORD RECORD REINFORCED CONCRETE PIPE RESIDENCE RETENTION / RETAINING RANGE RIGHT - OF - WAY SANITARY SOUTHERN BELL TELEPHONE SCREEN SOUTHEAST SECTION SEWER SET NAIL & DISC L3 #6463 SCREEN PORCH SET 1/2" PIN & CAP LB #6463 STATE ROAD SET REFERENCE CORNER STATION STORM STORY SUBDIVISION TANGENT TOP OF BANK TEMPORARY BENCH MARK TRANSFORMER TOWNSHIP TYPICAL UTILITY EASEMENT UNDERGROUND WOOD WATER METER WATER VALVE " 1 11V,..\ 'C1111.11 NW •tl��a4. Ri s MonLAIRMIIII 111111131111r „NNE viii i • 1 Phone: (305) 740 -3319 740 -3320 MIGUEL. ES7 NOSA LAND SURVEYING, INC. LAND PLANNERS — SURVEYORS 6494 CORAL WAY MIAMI, FLORIDA 33155 Fax: (305) 669 -3190 F For Insurance Company Use: "Policy' Number Company'NAIC Number IMPORTANT: in these spaces, copy the corresponding information from Section A. Bl� DDI14 (Inclydyig eelit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY , s &h ore Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) rui NIIG nv al lu Lvuc /-% krnuwut ue L/, we11FJlctc RCI1I L 1 u11IJU Lt. 11 IIIC =ivy wry, Vc /tluvOto Iv.,.. „ v .. ,,,,L,I,,,,, information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I — — ft.(m) I I Iin.(cm) I above or I 1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I—I—I ft.(m) I — L_Iin.(cm) above the highest adjacent grade. E4. For 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? I 1 Yes 1 1 No II 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 FEMA - issued or . community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME G4. PERMIT NUMBER COMMENTS SIGNATURE ADDRESS CITY STATE ZIP CODE COMMENTS E STATE DATE TELEPHONE 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 item(s) and sign below. G1. 1 _1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. 1 The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE I Check here if attachments 1-1 Check here if attachments G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LI New Construction L Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum: II Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS B4. MAP AND PANEL NUMBER U4� 3 B5. SUFFIX B6. FIRM INDEX DATE I Z 4 B7. FIRM PANEL EFFECTIVE/REVISED DATE 10/2/97 B8. FLOOD ZONE(S) X 89. BASE FLOOD ELEVATION(S) (Zone AO, , use depth of flooding) A tv/A Bt I ct�l c G AM p darns , BEILpy STRKET taIDREVclu g y? 7 uite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. c II V • t • CI iorni h r PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE /LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ;14.4#/## NAD 1927 Li NAD 1983 B 1 V` , GI'' NI hVrc tl MM � IJCo B2. COUNTY NAME Da B3. STATE FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. LJ FIS Profile ICI FIRM I Community Determined LI Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ( I NGVD 1929 II NAVD 1988 II Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? II Yes No Designation Date: C1. Building elevations are based on: 1_IConstruction Drawings* I_IBuilding Under Construction* LX,IFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number ( (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-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 C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used Does the elevation reference ma used appear on the FIRM? ;_I Yes � � No I .�Zft.(m) cn ', N � ❑ a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor �I ❑ c) Bottom of lowest horizontal structural member (V zones only) �] ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and /or equipment servicing the building �v ❑ f) Lowest adjacent grade (LAG) ❑ g) Highest adjacent grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h TITLE PROFFESSIONAL SJ:iRVEYOR & MAPPER ADDRESS 6494 S.W. 24Street NA RE " /FEM For X 81 -31; AUG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: SOURCE: l —t GPS (Type)• SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) q 6At9d . ft.(m) ft.(m) 4 ft.(m) ft.(m) . �ft.(m) �t�ft.(m) sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CERTIFIER'S NAME MIGUEL ESPINOSA LICENSE NUMBER 5101 CITY MIAMI DATE 2125/02 STATE FL TELEPHONE O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number - Company NAIC Number 'IA V i . \.,. ST TE OF • P.S M. NO. 45101 USGS Quad Map Li Other: PCp ;E L 4 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 inforration in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section. 1001. COMPANY NAME MIGUEL ESPINOSA LAND SURVEYING, INC. ZIP CODE 33 155 305- 740 -3319 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS STATE OF FLORIDA 'DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ [ ]Repair [ ]Abandonment APPLICANT:. Adams, Lucrecia AGENT: OWNER, PROPERTY STREET ADDRESS: 520 NE 92 St Miami Shores FL 33138 LOT: 4 BLOCK: 58 SUBDIVISION: Miami Shores Section [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3206 - 014 -1190 [OR TAX ID NUMBER] CENTRAX #: 13 -SG -14133 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 02-2745- -N ]Holding Tank [ ] Innovative Other ]Temporary [ NA ] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T A N K 1050 ]Gallons SEPTIC TANK 0 ]Gallons O ]GALLONS GREASE INTERCEPTOR CAPACITY O ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F LOCATION TO BENCHMARK: 9.94'NGVD Cl NE 92 St & E P1 I ELEVATION OF PROPOSED SYSTEM SITE [ 4.1 ] [ INCHES E BOTTOM OF DRAINFIELD TO BE [ 34.1 ) [ INCHES L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: SPECIFICATIONS BY: RAM, DATE ISSUED: t\' 2-0 - 0 z ll I i 9 / 6L 1 TITLE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) (ostds_cons_4016 -11 MULTI- CHAMBERED /IN SERIES: [Y ] MULTI- CHAMBERED /IN SERIES: [Y ] @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] ] [ BELOW BENCHMARK /REFERENCE POINT ] [ BELOW BENCHMARK /REFERENCE POINT [ 72.0 ] INCHES OTHER REMARKS: The new black water system will work for the entire residence [existing plus addition] and the existing system will be abandoned. Install 1050 gals new, dual - chambered and min. category 2 septic tank, equipped with an approved filter. The existing septic tank shall be pumped, crushed the bottom, filled with suitable soil and provided the pump out receipt. Install 572 sq. ft. drainfield, replacing the unsuitable soil in the site with 42" of slightly limited sand at the bottom, extended 12 "wide as a barrier all around the perimeter of the required area. Invert elev. of drainfield no less than 7.60'NGVD Bottom of drainfield elev. no less than 7.10'NGVD APPROVED BY: CI_-' b t. - H' I.4% Engineer I— Dade EXPIRATION DATE: Q ' 2'n ` t CID Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT r0. TAX FOLIO NO. I/ 3alp(o -- ni g - 1/90 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. 1. Legal description of property and street/address: FiolO N . CP nt SIT. MIN m I C �L - � 3 tag Lo1~ 4 5 k)to k Miofrr i r425 See.ritn Alt). a ?E lb PF '1 oG I.hP - PohliCRfoop d5 nC earl ('n-n4-1 Ic>r its 2. Description of improvement: P IT"t -CHIP ft flk-or y A11 # r r 3. Owner(s) name and address: .L oer e rn h NE QA f, SkPA4 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 1'r icy c- t- r (�rn - L AC y-I On t 4 Ai) Q � p mP r - n C . 4-10:2 N Lk\ 'n 93.1- a M 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: t■ll> Amount of bond $ 6. Lender's name and address: NI> f\AP r - 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section'713.13(1)(a)7., Florida Statutes, Name and address. 8. In addition to himself, Owners designates the following g persons) to receive a copy of the Lienor's Notice as provided In Section 713.19(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) or, P.. c-v Signature of Owner Print Owner's Name \-.4)0,c n i A AAm S Sworn to and subscribed & re me 1 ak) day of NOVe,'i 4e/ , 20 d2-: Notary Public Print Notary's Nam My commission expires: 123.01 -52 PAGE 1/02 STATE OF FLORIDA, COUNTY OF OA HEREBY CERTIFY that this is a original filed in • is office on , AD20 WITNESS my hand and Official Seal. HARVEY RUVIN, utl and Csvr.sy Courts By EDWARD LONGMAN MY COMMISSION # CC 919599 EXPIRES: July 17, 2004 Notary Public Undetwdters IMO 02R724843 2002 NOV 20 12:16 Prepared by I -ri z ¥hpn/ Address: 7047 2.4/r ,<v �t /ifs / t.y AREA #PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM UNDERLAYMENT PASS FAIL Field 30 N N N N P Perimeter 18 N N N N P Corners 12 N N N N P )1 >y as a ., • >lc 0 i1 IS iv 5 r lb 1i, �1 )t. sc• IAA 37 44. 4 1� ' 1+ Y 4 7 t It ►d •{ ,,7 3 i 34 a- y) I ) 4' V `A S s S-. S9 >f V u S is s 60 5) g ? Iv I - / 3 1 AREA #PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM UNDERLAYMENT PASS FAIL Field 30 N N N N P Perimeter 18 N N N N P Corners 12 N N N N P Property Address: 520 NE 92 Street Permit #: 9 s t y 7 Owner's Name: 4Greca �� _ PC #: Contractor's Name: MIS Corp. Approx. Square feet area: Roof Slope: 3:12 Type of Tile: Capri Double Roll Date Tested: /— _. o / 7LARA AND /\\SSOCIATES., IINC. Metro -Dade County Approved Testing Laboratory Lab. Certification # 98- 0116.01 Testing Equipment: Digital Chatillon DFIS 500 The static uplift quality control test for the property in question, complies with the Code requirement 3404.3 and protocol PA -106 "ROOFING SKETCH" °Ricardo A. arles, P.E. P.E. #0043 90 Roofing Laboratory Testing & Research Moisture, Up -lift, Fastener Testing Complete Building & Roofing Inspections Consulting Engineers CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 Required Testing Force 35 lbs. 2554 West 3 Ave. Hialeah, Florida 33010 (954) 433 -1484 Fax (954) 437 -2296 104.2 ends. Code. this Code. Supplement ',4). SOUTH FLORIDA BUILDING CODE (REVISED 19941 (c) Group I Occupancies shall comply with the following: (1) When additions, or alterations increasing floor area, are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building, the addition shall be made to comply with all the requirements of this Code and the existing building shall comply with the following: (aa) Impact resistance devices in accordance with Section 3515 and having a . valid : Dade County product control approval shall be installed at.. all • openings to provide : pi�oltectiQr .,against, storms. • (bb) Corners of buildings of masonry construction shall be c ee eclt i ,dQwt : 1:t*dcwns are not found in corners, testing shall' be performed to' . ;; 5'_.,in,,a1l-::4sails . Proper installation of tie downs • shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each side not less than 2 feet on each side of each corner. (1) Tie down refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a vertical #5 reinforcing bar properly attached to the foundation and tie beam encased in concrete or mortar and lapped a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. (2) Alternate methods of providing anchorage of equivalent strength to that described in (1) may be used where design calculations which admit rational analysis are submitted by a registered Engineer or Architect proficient in structural design. (cc) Roof anchorage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and the anchorage is not in compliance with the minimum requirements of the Code, the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided to each member bearing on the exterior walls. (dd) Permanent roof bracing shall be provided at all gable (ee) All bedrooms and living areas shall be made to comply with Section 3111.2(b) "Second Means of Escape" of this Code. (ff) G.F.C.I. outlets shall be installed where required by this (gg) Smoke detectors shall be installed where required by (2) (aa) The design professional shall conduct a site visit to 104.2(c)(2)(aa)(Cont.) ascertain the necessary work to be performed to comply with the requirements of this Section. (bb) The Design Professional shall provide an inspection report and indicate on the drawings all remedial actions to be performed on the building submittal as a part of the permit plans. • 1 ...11 g to 25 p lding may be p e the requirements the requirements of Where r irs and alterations amounting to more than value the existing building are made during any 12 month . be made to conform to all the requirements for a new build in demolished. 104.3 REPAIRS AND ALTERATIONS: a) Repairs and alterations not increasing the area of the building, mad wi riod, shall meet the requirements of this subsection. repairs and alterations, the cost of which does n ue of the existing building or structure, s buildings or structures except that minor with the pproval of the Building Official, be co the same ee of fire - resistivity as the original and alterations, e existing b ly with construction, xcept co 12 month (b) S the replacement requirements for ne alterations . may, wi materials and with th (c) Non - structural repair percent of the replacement value o affect egress or fire- resistivity, ma y co effect at the time of original cons mechanical and electrical systems shall compl for such work is issued. (d) Repairs and alterations amo the replacement value of the existing existing building comply with all • repairs and alterations comply height and occupancy. (e) replacement or structure s h or be entire , • uulc�er; \,'. SOUTH FLORIDA BUILDING CODE (REVISED 19941 of exceed 5 percent of hall ply with the s al repairs and cted of the same 'Wing or structure. the cost which does not exceed 25 uildin r structure and which does not the quirements of the building code in t repairs and alterations to plumbing, the Code in effect at the time the permit ent but not exceeding 50 percent of ormed without making the entire for . new building, provided such this Co • for a building of like area, 0 percent of the • • d, the building i • r structure Or • : , -• ' which amended this section after Hurricane Andrew has expired as of May 18, 1995 and has been deleted. COMPENSATION AND /OR PUBLIC LIABILITY 4071B This is to certify that the following described policies issued in the name of A. Jobx con., (Street and Number) are in force and expire as indicated herein: Workmen's Compensation No. of Policy Expiration Date Employers' Liability No. of Policy Limits of Liability One Person $ One Accident $ Expiration Date at Comments or Additional Coverages and cover the following operations or work Carpentry '; anc- ;. aeon ry in conn.cction with one °^ t ons in the State or States of 'r`i v- C :mil ' Sas,i„deCOYA8Hti policies In the event of cancelation of the said policies the Company will maiinotice thereof to vU'. ^. -e o ._ T: a ';' F. 4071B.15M Sets -1 -43 • CERTIFICATE OF INSURANCE :Jlopida (Name of Assured) r 60 Y. . /+.4•-, « .. Public Liability No. of Policy .f:: ^,- 70 Limits of Liability One Person $ One Accident $ Expiration Date Contingent Liability No. of Policy Limits of Liability One Person $ One Accident $ Expiration Date Property Damage Liability No. of Policy no as above Limit of Liability One Accident $ 1., 000.00 Aggregate Liability for Loss $ 10 Expiration Date Feb e 1, 1948 2nd ..ovcnv.e, - ::=1„ Ilop ida (City or Town) (State) (City or Town) 10,000.00 20000.00 :Jeb. 1 (Street and Number) at whose request this certificate is issued. Dated at this lc t : ?ob. 47 day of 19 (State) Great American 3nbeumitg afempanij, HOME OFFICE, �tOEW YQRKi I Y. ..; .fir Authorized Agent. • P A 1 i 1 � 1 2. v r 1 STATE OF FLORIDA) COUNTY OF DADE )SS `57/', of the Village of Miami Shores, County of Dade and State of Florida, being duly sworn, doth depose and say, that under the provisions of Section B -368, Sub - section (d), of the Building Code of Miami Shores Village he desires to build a on Lot Block ? of subdivision, that he is the owner of said property, and will be the owner of said , that he will do the work personally, and that he will, at such times as are required by the Zoning and Building Director: -- 1. File plans and specifications and obtain approval of Village Planning Board and of the Building Inspector. 2. Apply for and secure a permit. 3. Pay the required fees, for license and for permit. 4. Execute the work in accordance with the provisions of the Zoning, Building, Plumbing and Electrical Codes of Miami Shores Village. 5. Apply for inspections. 6. File with the Building Inspector certificates that pro- vision has been made to carry the necessary Workman's Compensation, Public Liability and Property Damage Insurance. 7. File with the Building Inspector as the job progresses certificates showing the payment required by the Federal Social Security Act to the State of Florida or the United States of America. 8. Assume the responsibility of not employing other than properly licensed contractors by Miami Shores Village for any part or portion of the work. 9. Not set himself up as a "Contractor ". 10. Execute Builder's Bond. And further this Deponent says not. 1 X SUBSCRIBED AND SWORN TO BEFORE ME this 1S day o A.D., 19 417 2 . 1. Signature of Applicant i 4'4 2. Signature of Officer administering oath. y �' Notary Public, State of Florida bf Lerglf. Bo by A me can expires January Su e'y C. of N 9 Y 1 Ass. Jezz Aic &' LQt Bl oh/NSOh/ t? Owner Name (J l� ME 4/44J General Contractor Zone Req.Cu.Ft. /?; 4 Cu.Cont. Plat Restriction Checked by J To Planning Board Resubmitted to P.B. Approved Rejected Plans 4 Spec. Checked by ' To Council Approved Rejected Fee d /7- Bldg. Permit No.a57 Date Typ e New Construction Plumbing Permit No. Septic Tank Sewer Misctl New Const. Electrical Permit No. Fixtures Heater Motors Misctl New Construction Building Inspection Date Foundation Beams & Lintels Final Final, Clean -up .�i Plging Inspection 'Rought%g Fixtur . s ,ISSewer 'Septic Tank olar Heater FinWCertificate Eleet'ieal Inspection Roughing Fixtures FINAL Temp. 0.K. 7 Service OK to Power Co. Subdiiision 60 EV Lic.No. 3 ic.No. W 447 Stories Alterations Alteration It Alteration By Date By Late By Date ft it Date it tt it Approved Rejected No. Street d. or Phone ,4d ASS 7 Add. or Phone •V By , Cost IQ® ®O Roof A L& Repairs F ee ii Repairs Fee it vi n Repairs e - insp. By Re - Insp By Re -Insp By Re -Insp By Re -Insp By Re -Insp By Cert. Occup. Issued " O O Morm. 930 -940 WEST 23rd STREET — HIALEAH, FL 33010 -2014 Phone: (305) 888 -9631 — Fax: (305) 888 -9969 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM DATE: 1 1/54 BUILDING OFFICIAL: NAME AND ADDRESS OF MUNICIPALITY: DEAR SIRS: /tom) 5 /dpi 5A /C5 /- WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR "ALUMINUM STORM PANEL SHUTTERS" UNDER NUMBER NOA NO: 02- 0131.01 EXPIRATION DATE: MARCH 21, 2007. THIS LETTER AUTHORIZES Mai ry Co /457: TO USE OUR ".062 ALUMINUM (3003 -H14 ALLOY) STORM PANEL SHUTTER" APPROVAL UNDER NOA NO: 02- 0131.01, TO BE USED AT THE FOLLOWING JOB: JOB NAME AND ADDRESS: K% ? Pjasrs f20 116 4 72 57 4/ea. 33)3 • ALUMINUM CUSTOM WINDOWS • ROLL FORMING • METAL BENDING • TOOL AND DIE • STORM PANELS •SINGLE HUNG & ROLLING WINDOWS SEA Imp= •9 Il*► uonadcul ob'Jo sip Dulppng 'I9 oq Dow mid jo Ado* ' 9i. 't iuj ords; ij ; Am >oqo AoNnan Jai AIIgglsuodso, ou V1=31 Den18A - suogoptigo pus soya oeft1A 1p c 43 1 If v IPA wwspd000 b) is19nS 3 w1OWO wane lVdfl.LOnaLs eNliOM onend 4. 31:114 . JNlawnld TVOINVHO3W - Ti011L10313 .AN1NOZ lea Jle NDLLO S 13Wld SNINOZ / ON1011ne IDYI'IIA S32!OHS II tIN :SS3aaov 'ON 11Wt13d FILE No .943 06/06 '02 12:59 ID :MIAMI _SHORES_V I LLAGE____ FAX :3057568972 S1V111NI • ( . d o IYD nig -3 .d 71 ( :? a IS 1 s_prn -p l s--"? -9/q/79 ! s'J2✓ - sn'p/1- 27 90. >1I S- rive Q 9l3//s5 /k-/ cC-z? 'a9 l C/ hW a? 0.1 z) s at , rc /5f j - 11trlint aL " S1N3WWOO s PAGE 2/ 3 Sf1OONVT139SMW 30 133HS 0 10/...ma NolivonddV # 3NOHd 0 1 iNV011ddV Z '6 ' Ors sssltoov sQr /co £ /8 390d JOB S Z y: /01 5 NE 54 E V I E W : OF R :_____, CO! _2 LON /a4 ;% (c) Jn/a OA 654 $ 4 . 1 ,Ln O• C Or f Tire s1-yrs 5 4,,,;f .Qroiu ( ;�ed 2hdr -cG opt � K w/;4 do+4/$ ?la LOCATION' r& Reor G T (4 /p v vz 6 91a4s, A i5 r� c m. will °ro L r E-(7215. / 2-4 7C6 g r A 7i o n) /404 "A`r jeva •{r ;xs 44d,00er cc, Z 5 % Oc ,, Cxt:s {Four /Iak hour- / req, ,�+ael r ca��oKS 14 e Fs @�16" IS 17 — pev;s -�o Tb ),Z o rsi • 5 -1 Ec7r, i evy- a new 14 ►s� s¢or` -1 panels, ef�. G edc -64. l a ied c✓iti 4 !press lire 4 V-.r /46 with ZL6895L50£:X0 - ---- jr 3 IA S380HS IWdIW :QI 69 :ZT ZO, 90/90 £b6• °N 3'1I3 TO: �� FROM DATE: MESSAGE: 7iLCa»ei S%ozee T' ee4e 10050 N.E. 2i Ave Miami Shores 33133-2332 305 -795 -2209 FAX TRANSMITTAL Number of Pages Including Cover FAX tos)30 -/ ) FAX: (305)756 -8972 ?1Zua4sdE Sl ozea ?!ills ge 6 /T 39dd ZL6895L50£ :Xd3 ---- 39d�1Il1 S3dOHS - IWdIW GI 69:T Z0, 90/90 £ti6' °N 31Id JOB TG= of RE = COD- S= �C'i?Oii 6tOtai a14+ rc 2S a/ 01 .2,x151-. -- 51w-4' o exi rrUr play) he - y o m: will Orly w/ al Gt S 4. ,tog ,/z. �� ` r6,fu,res e !z" , 1.04-‘ (c) M I.e41/ r a w/f ; J, 2,0o r s i • CG'G_{ Mdx. 5p4 o.f- 2x)7' rotyr foists E. W is 17=4 Pe C. or 5'4414411 ed45 fire 51vrs 10 4...e P7, Produ c/ A-l alt new '49 4Y5 c Y4“ll ioJ, sfzvr,wr 6�2✓r D ?=• 6 / /ov 3Y: Pe . " — 1;4 dews, e1s etc 1m cale arm levy 1it'v h ca ds- (a. Ied pYe“ clre5 Dd1 wi ial itas 'Load p,eY ice 7- 58', V: 14 . efry74, e B 1. a fire gq e•rei doe 5 N' t Apply •4 Grp i Pa coley JZ36v6 6 •- joie ,ego ( 340,,g„ V8 5c:e at5c 3 4 g > o (The cadet are leleei Cc4.(o Il 4 Me e lipLve beta re- oam be'red Se,c. A-A ryp, u�al/ .Sea�rcvz ha 4/.5a/reared 1 � MAY -0 -2002 09:46A FROM:LEONARDO NAVEIRAS IN 9549259140 TO:13053781616 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone: KAHN RESIDENCE ADDITION 520 N.E. 92 STREET MIAMI SHORES, FL 00000 -0000 MR. 8 MRS. KAHN South Builder. Permitting Office: DADE Permit Number. Jurisdiction Number: 232600 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft Addition Single family _ 1 1 — No 1470 • ft' 7. Glass area & type _ a. Clear - single pane 169.0 1t _ b. Clear - double pane 0.0 fts — c. Tint/other SHGC - single pane 0.0 ft — d. Tint/other SHGC - double pane 0.0 1t 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 78.0(p)11 b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rct Unc. AH: Interior Sup. R=6.0, 120.0 ft _ b. N/A R =3.0, 1175.0 fr _ R= 19.0, 735.0 ft' _ 12. Cooling systems Central Unit b. WA c. N/A 13. Heating systems a Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated beat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizonc cooling, MZ- H- Multizone heating) Cap: 34.8 kBtu/hr SEER: 12.00 — Cap: 16.4 kBtu/hr — COP: 1.00 — Cap: 40.0 gallons _ EF: 0.88 PT, Glass/Floor Area: 0.11 Total as -built points: 18979 Total base points: 20147 PASS I hereby certify that the by this calculation are Energy Code. PREPARED BY: DATE: I hereby certify that thi bui • ing, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: and specifications covered nce with the Florida DATE: P:2/8 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: - rna 6 DATE: C o y EnergyGauge® (Version: FLRCSB MAY -20 -2002 09:47A FROM:LEONARDO NAVEIRAS IN 9549259140 FORM 600A -2001 TO:13053781616 P:3/8 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT 0: EnergyGaugeTM DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1470.0 32.50 8588.5 Single, Clear N 0.0 0.0 Single, Clear S 0.0 0.0 Single, Clear W 0.0 0.0 As-Bul t Total: 72.0 33.94 1.00 14.0 62.19 1.00 83.0 65.53 1.00 169.0 2443.7 870.7 5439.1 8763.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 11760 2.70 1176.0 0.0 3172.5 3172.5 I Concrete, Int Insul, Exterior 3.0 As-Built Total: 1175.0 2.713 1176.0 3172.5 3172.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 20.0 2.60 0.0 0.00 20.0 52.0 0.0 52.0 1 Adjacent Insulated As -Built Total: 20.0 2.60 20.0 52.0 52.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 735.0 2.80 735.0 2068.0 2058.0 Under Attic 19.0 As-Built Total: 735.0 3.72 X 1.00 735.0 2734.2 2734.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 78.0(p) -213.0 0.0 0.00 - 1560.0 0.0 - 1660.0 Slab -On -Grade Edge Insulation 0.0 As-Bullt Total: 78.0(p) -20.00 78.0 - 1560.0 - 1560.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1470.0 18.79 I 27621.3 1470.0 18.79 27621.3 Summer Base Points: 39943.3 Summer As -Built Points: 40773.6 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 39943.3 0.4266 17039.8 40773.6 1.000 (1.073 x 1.165 x 0.90) 40773.6 1.00 1.125 0.284 0.950 12383.5 0.284 0.950 12383.5 MAY -20 -2002 09:47A FROM:LEONARDO NAVEIRAS IN 9549259140 FORM 600A -2001 TO:13053781616 P:3/8 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT 0: EnergyGaugeTM DCA Form 600A -2001 MAY- 20 -200a 09:48A FROM:LEONARDO NAVEIRAS IN 9549259140 TO:13053781616 P:4/8 Of • FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGaugem DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1470.0 2.38 624.6 Single, Clear N 0.0 0.0 Single. Clear S 0.0 0.0 Single, Clear W 0.0 0.0 As-Rullt Total: 72.0 4.91 1.00 14.0 3.55 1.00 83.0 4.47 1.00 169.0 363.7 49.6 370.8 774.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 1175.0 1175.0 0.00 0.60 0.0 705.0 705.0 I Concrete, Int Insul, Exterior 3.0 As-Built Total: 1175.0 120 1176.0 1410D 1410.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 20.0 0.0 20.0 1.30 0.00 26.0 0.0 26.0 Adjacent Insulated As-Built Total: 20.0 1.30 20.0 26.0 26.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 736.0 736.0 0.10 73.5 73.5 Under Attic 19.0 As-Built Total: 735.0 0.14 X 1.00 735.0 102.9 102.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 78.0(p) 0.0 -2.1 0.00 -163.8 0.0 -163.8 Slab-On -Grade Edge Insulation 0.0 As-Buift Total: 78.0(p) -2.10 78.0 -163.8 -1632 INFILTRATION Area X BWPM = Points Area X WPM = Points 1470.0 .0.06 -88.2 1470.0 -0.06 -882 Winter Base Points: 1177.0 Winter As -Built Points: 2061.1 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 1177.0 0.6274 738.4 2061.1 1.000 (1.099 x 1.137 x 0.91) 2061.1 1.00 1.137 1.000 0.950 2226.5 1.000 0.950 2226.5 MAY- 20 -200a 09:48A FROM:LEONARDO NAVEIRAS IN 9549259140 TO:13053781616 P:4/8 Of • FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGaugem DCA Form 600A -2001 BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 AS -BUILT 410 0.68 As -8ullt Total: 1 1.00 2369.00 1.00 2369.0 2369.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 17040 738 2369 20147 12384 2226 2369 16979 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 410 0.68 As -8ullt Total: 1 1.00 2369.00 1.00 2369.0 2369.0 MAY -20 -2002 09:48A FROM:LEONARDO NAUEIRAS IN 9549259140 TO:13053781616 P:5/8 • ' FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT* PASS COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE J( Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; S cfm/sq.ft. door area Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between a terlor wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier Is Installed that extends from, and is sealed to, the foundation to the top plate. ✓ Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8" seated unless backed by buss or joint members. EXCEPTION: Frame floors where a continuous intatration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & bop plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier Is installed that is sealed at the perimeter, at penetrations and seams. ✓ Recessed Lighting Fixtures 606.1 ARC.1.2.4 Type IC rated with no penetrations, seated; or Type IC or non-IC rated, installed inside a sealed box with 112" clearance & 7 from insulation; or Type IC rated with c 2.0 cfm from conditioned space, tested. / ✓ Multi-story Houses 606.1 ABC.1.25 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. I/ r COMPONENTS SECTION F REQUIREMENTS CHECK Water Heaters 6121 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. N/A Shower heads 612.1 Water now must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. Insulation. ✓ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Mtn. R -19. Common walls -Frame R -11 or CBS R-3 bath sides. Common ceiling & floors R -11. / MAY -20 -2002 09:49A FROM:LEONARDO NAUEIRAS IN 9549259140 FORM 600A2001 TO:13053781616 P :6/8 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (mu EnergyGauge"' DCA Fomi 600A -2001 EnergyGaugeS/FIaRES7001 FLRCSB v322 MAY -20 -2002 09:50A FROM:LEONARDO NAVEIRAS IN 9549259140 TO:13053781616 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.3 The higher the score, the more efficient the home. MR. & MRS. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multifamily 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area tk type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab-On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete. Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AH: Interior b. N/A KAHN, 520 N.E. 92 STREET, MIAMI SHORES, FL, 00000 -0000 Addition — 12. Cooling systems Single family _ a. Central Unit 1 — I _ b. N/A No 147011 c. N/A 169.0112 _ 13. Heating systems 0.0 11 a. Electric Strip 0.0 11 0.0 11 R=0.0, 78.0(p) ft _ R =3.0, 1175.0 fl — Rm19.0,735.0ft Sup. R-6.0, 120.0 ft — b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HP-Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: P:7'8 Cap: 34.81xBtu/hr SEER: 12.00 *NOTE: The home's estimated energy performance score is only available through the FLA/RES' computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE EnergySte designation), your home may qualify for energy efficiency mortgage (EFM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at w■w.fsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge) (Version: FLRCSB v3.22) Cap: 16.4 kBtu/hr COP: 1.00 Cap: 40.0 gallons — EF: 0.88 Fr, MAY -20 -2002 09:51A FROM:LEONARDO NAVEIRAS IN 9549259140 J. ANTONIO RODRIGUEZ ARCHITECT 1633 NW 79 AVENUE MIAMI, FL 33126 Unit/ Area served: STUDY/PLAYROOM ITEM SOLAR SHADE T. AREA BTU/HR N. Glass 36 x x 72 = 2592 NW. Glass 0 x x 0 = 0 E. C1assBLINDS 47 x x 0 = 0 SE. Glass 0 x x 0 = 0 S. Glass 56 x x 14 = 784 S Glass SH 36 x x 0 = 0 W. GlassBLINDS 91 x x 32 = 2912 W. Glass NO B LINDS 36 x x 51 = 1836 Hor. Glass x x 0 = 0 T. Glass area 169 Subtotal = 8124 il'EM E AT U Partition 13 x 0.2 Roof 48 x 0.05 Floor 13 x 0.4 Ceiling x TOTAL SENS. = 21504 GTII= TOT. SENS. x 1.3 = 27955.2 MADAM ITEM T. AREA T U BTU/HR. Walls 1175 x 27 x 0.2 = 6345 Roof 735 x 27 x 0.05 = 992.25 Floor 0 x 20 x 0.4 = 0 Glass 169 x 27 x 1 = 4563 Ventilation =l.1xDTxQ 94.08 x 27 x 1.08 = 2743.37 Partition 170 x 20 x 0.2 = 680 TOTAL 15324 Btu/hr KW 4.49 Kw Q ARCHxVOL. /60= 0.48 Area A/C= 1470 Volume A/C= 1470 Residential Cooling and Heating Load Calculations Based on ASHRAE 1993 Handbook of Fundamentals 0 Chapter 25 Subtotal = 2206 x 11760 / 60 = 94.08 Sq. ft. x 8 = 11760 Cu. ft. IILM N. Wall NW. Wall E. Wall 24 SE. Wall 22 S. Wall 17 SW. Wall 22 W. Wall 24 W. Door 24 Knee wall T. Wall= 1175 D T 14 20 T. AREA BTU/HR ITEM BTU/Unit TOTAL. x 170 = 442 People 230 x 5 x 735 = 1764 Kitchen 1200 x. 0 x 0 = 0 Infil.Nent =1.1xQxDT= 17.3 x = 0 Misc. 3500 X 1 JOB Name: KAHN Project No.: File No.: KAHN Date: 05 -17 -02 Calculated by. LN Checked by: JAR x TONS = 2.33 USE = 3 Tons Cfin = 1200 Sq.FI./T = 490 CFM/sq.fl= 0.816 TO:13053781616 U T. AREA BTU/HR 0.2 x 264 = 739.2 0.2 x 0 = 0 0.2 x 280 = 1344 0.2 x 0 = 0 0.2 x 154 = 523.6 0.2 x 0 = 0 0.2 x 477 = 2289.6 0.5 x 0 = 0 Subtotal = 4896.4 BTU/HR 0 = 1150 = 0 94.08 = 1627.58 = 3500 Subtotal = 6277.58 ALFREDO Q V I TERO, P.E. - CONSULTING ENGINEERS - FLORIDA. PE -32662 4865 NW 4TU STREET. — N11AMI, FLORIDA, 33126 -2121 (USA). PHONE: 305 -445 -7923. — FAX: 305 - 447 -8632 E Mail: AQPECONSULT @ D11tECTVWTERNET.COM c ° 149/ ge/ti/j/i/ CO* Manufacturers of Engineered Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens, FI. 33016 822- 0020/21 BUILDER'S NAME OWNER SITE LEGAL MIAMI, FLORIDA PRIORITY CONSTRUCTION Job 12372 Truss T1 Truss Type COMMON Qty 17 Ply 1 PRIORITY -CONST (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Jul 23 2002 MiTek Industries, Inc. Tue Jan 21 09:52:03 2003 Page 1 -0-p-1 5-9-15 10 -4 -0 14 -10 -2 20-8-0 i I I 0-0-1 5-9 -15 4 -6 -1 4 -6 -2 5 -9 -14 k0-1 �$ ire = 1:36.4 o� l 4x5 = 3.00 fil 3 1x4 �� .� 1x4 2 4 1 5 -' oI . ICI) � i �►i o 8 7 6 , 3.5x4 = 3.5x4 = 3x4 = 5x7 = I 7-3-0 i 13 -5-0 20-8-0 7 -3-0 6-2 -0 7 -3-0 Plate Offsets (X,Y): [6:0- 2- 4,0 -3-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) 0.33 7-8 >718 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.38 7-8 >634 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.09 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 80 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3 -9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1100/0 -8 -0, 5= 1100/0 -8-0 Max Uptiftl =- 793(load case 2), 5=- 793(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 2= -3225, 2- 3= -2844, 3- 4= -2844, 4 -5= -3225 BOT CHORD 1-8 =3058, 7-8= 2151, 6-7= 3058, 5-6 =3058 WEBS 2-8 =- 475, 3-8 =731, 3 -7 =731, 4- 7 = -475 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 146mph; h =23ft; TCDL= 7.Opsf; BCDL= 3.Opsf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 Ib uplift at joint 1 and 793 Ib uplift at joint 5. LOAD CASE(S) Standard = == <<<<ACES - 2000>>>> [ 00008251 ] Customer :PRIORITY - CONST. Project # . 1 1 Span == B1d(4/15/2002),v2.0 4 -3 4 -3 1X4 3X4 3X4 3X4 2 1 4X4 4 -3 4 -3 LEFT HEIGHT:1 -11 -8 LOADING (PSF) TOP 40 10 BOTT 0 5 REACTIONS - SIZE 1 = -1024 8.00 8 = -1024 8.00 3 3X4 1X4 1X4 3X4 12 8 -6 4 -3 8 -6 SPAN:18 -11 Truss ID : FT1 Quantity : 7 4X6 SPL. 1 10 -5 I 14 -8 1 -11 4 -3 4 5 11 10 1 1.0 -5 I 14 -8 4X6 SPL. 4 -3 1 -11 4 -3 3X4 6 18 -11 4 -3 9 8 18 -11 4 -3 RISE:1 -11 -8 RIGHT HEIGHT:1 -11 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3 -4 =0.484 TOP CHORD:2X4 No.2ND 19 SP BOTT 11 -12 =0.798 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @10 =0.20 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 <<< <MITEK -y>> >> Mon Jan 20 17:32:58 2003 Top Pitch : /12cial P 1 1X4 7 4X4 DEFLECTION(IN.) L.L= 0.20,D.L= 0.08,T.L =0.28 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° 11 is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS'. STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven_ surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition where failure to follow Instructions or heed warn- ing will most likely result In serious personal Injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe woodtruss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design . drawings prior to installation. 11 \ , 111111111w, Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are Tying flat is extremely dangerous and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line Toe In 60° or Tess t I Approximately 3 /2 truss length Spreader Bar gINIL I\Ir/ / �I�I Toe In Approximately 1 /2 to Y3 truss len • th Spreader Bar Truss spans Tess than 30'. Approximately 1 /2 to Y3 truss len. th Less than or equal to 60' Less than or equal to 60' I I Approximately Y2 truss length Toe In Tag Line Toe In Tag Line CAUTION: Temporary bracing shown In this, summary sheet is adequate the Installation of trusses with similar configurations. Consult a registered professional engineer, if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of .Metal. Plate: Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. GROUND BRACING:BUILDING INTERIOR tat trues of braced group of trusses nd brace (EB)' Ground bract lateral (LBG) • Ground brace vertical (GBv) Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace diagonals (GBp) i Note: 2nd floo sr yetem shall have adequate capacity to support ground braces. �2 ^d door '�_ let floor Tag Line MECHANICAL INSTALLATION GBpB < LBT Top Chord V Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line At or above t mid - height Approxima ely Y3 to Y. truss length Greater than 60' Strongback/ SpreaderBar 10' 10' Strongback/ SpreaderBar Tag A Line CAUTION: Ground bracing required for all installations. Approximately 1 to 3 /4 truss length Greater than 60' GROUND BRACING: BUILDING EXTERIOR Typical vertical attachment Strut (ST) Grou • brace ° }. lst.dussofbraced latere .(1.1110) group of trusses - End brace (EB) 10' Plan Typical horizontal tie member with multiple stakes (HT) End Wall Side 2 Ground Brace V Verticals (GBV) SPAN MINIMUM. PITCH DIFFERENCE TOP CHORD . LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONALBRACE SPACING (DBS) [.# trusses] SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer Top chord. that are laterally braced can buckle together and cause collapse if there ieno diago- nal bracing. Diagonal bracing should be nailed 10 the underside of the top chord when purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required ;. 12 SP - Southern Pine SPF - Spruce- Pine -Fir 4 or greater All lateral braces lapped at least 2 trusses. Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' TOP CHORD TOP CHORD " DIAGONAL BRACE 'MINIMUM ' LATERAL BRACE SPACING (DBS) PITCH `SPACING(LBS) • [# trusses] 4/12 4/12 4/12 8' 6 5 SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 �— SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required v w (: PITCHED TRUSS • WARNING: Failure to follow these recommendations could result In .. severe personal injury or damage to trusses or buildings.' .• Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer i Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE 12 4 or greater Permanent - continuous lateral bracing o q as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings: SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD All lateral braces lapped at least two trusses. Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline Inc attached to the topside of the top chord. 1 End diagonals are essential for stability and must be duplicated on . both ends of the truss system. End diagonals are essential for . stability and must be duplicated ori both ends of the truss system. 2x4 /2x6 PARALLEL CHORD TRUSS Top chords that aro laterally braced can buckle togetherand causecollapee it there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Frame 5 Continuous Top Chord Lateral Brace Required Continuous Top Chord Lateral Brace Require 10" or Greater Attachment Required —� 10" or Greater Attachment Required 30" or greater >G 3 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(L8s) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professiona engineer D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir Top chords that are laterally braced can buckle togetherand cause collapse it there ionodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS Diagonal brace also required on end verticals. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB Truss Depth D(in) Maximum Misplacement ± t/: SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2" Plumb Line /A ,/ \ N (( . Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required OUT -OF -PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 T ±' /e" ± 1 /4" Frame 6 L(in) 12 / — ,3 or greater Length L(in) e ..:............ ::::::1.::::................. t Lesser of L/200 or 2" All lateral braces lapped at least 2 trusses. L(in) BOW :::::::::::::: ::: OUT -OF -PLANE INSTALLATION TOLERANCES. } Lesser of U200 or 2" DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses.