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RC-06-2496 _ r RC• to •0(0 - z4 9 (0 Inspection Worksheet Miami Shores Village C L 2 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -47480 Permit Number: RF -4 -07 -853 Scheduled Inspection Date: March 29, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: PACHECO, WILLIAM Work Classification: Tile Job Address: 348 NE 91 Street Miami Shores, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Contractor: MERICK ROOFING INC Phone: (786 )402 -5475 Building Department Comments ROOF FOR ADDITION Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 26, 2010 For Inspections please call: (305)762 -4949 Page 27 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP -47479 Permit Number: RF -4 -07 -853 Scheduled Inspection Date: March 29, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Up Lift Report Owner: PACHECO, WILLIAM Work Classification: Tile Job Address: 348 NE 91 Street Miami Shores, FL Phone Number (305)762 -4087 Parcel Number 113206019023 Project: <NONE> Contractor: MERICK ROOFING INC Phone: (786 )402 -5475 Building Department Comments ROOF FOR ADDITION Inspector Comments Passed ? � Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 26, 2010 For Inspections please call: (305)762 -4949 Page 26 of 27 CIVI L Reileh En '' Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida. 33175 -1174 ENGINEER Te1:305 -823 -8008 F= 305- 823 -3300 March 24, 2010 William Pacheco Miami, Florida Project: ROOF THE UPLIFT TEST REPORT Residential Home 348 Northeast 91 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: 2007 Roofing Contractor: Client Name Project Number: 10 -0299 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be S Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. nut tsuls, w 1� �tb� atov cp prcict*� quern theov- mntc��ld:ph a cagy Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 348 Northeast 91 Street Miami, Florida Reileh Engineering Corporation — Project Number -10 -0299 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home • 348 Northeast 91 Street Miami, Florida Project Number: 10 -0299 'I* N�Or 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation — Project Number -10 -0299 — Page 3 of 5 ..; �to 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 1 Pass Reileh Engineering Corporation — Project Number -10 -0299 — Page 4 of 5 T 54 35 Pass Reileh Engineering Corporation — Project Number -10 -0299 — Page 5 of 5 40 20 •iyl z 59 19 22 54 2g 50' 55 g7 18 21 20 24 26 I 4 19 g 2 14 9 d 5 e `� 51 l 42 46 15 52 M 45 15 20' 45 44 12 9 II id 10 50' 10 -0299 ApPRA P00r TW WCA110N5 MP 171WN510N5 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 -29055 Permit Number: RC -10 -06 - 2496 Scheduled Inspection Date: April 14, 2010 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type Final Building Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 NE 91 Street Miami Shores, FL Phone Number (305)762 -4087 Parcel Number 113206019023 Project: <NONE> Contractor: ALLSTATE BUILDING & REMODELIN CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM Inspector Comments Passe �� C , Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 13 2010 For Inspections please call: (305)762 -4949 Page 20 of 20 a � ti i Certificate of Occup Miami Shores Village . ' 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department - q +# '. This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: " S " q Permit Type Residential Construction Bldg. Permit No. RC -10 -06 -2496 :f Owner WILLIAM PACHECO Contractor ALLSTATE BUILDING & REMODELING CO ' Subdivision/Project <NONE> Date Issued 04/14/2010 s �a Construction Type ADDITION 1,200 SQ FT Occupancy Single Family � 348 NE 91 Street Miami Shores FL Location a W sun f: Building Officials Approval Norman B h� ov�' � Om tN� Not Transferable �ZORfl' POST IN A CONSPICUOUS PLACE 1 Ai -- �+._ -^'_ <�._.va -Pe _..-•� �- -a..m. :.� �' - _J ?: a - w+_ � "-v.. A n _.c.�._ � � �..t a ..�. ..ry �. �' a °- �� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 135040 Permit Number: RC -10-06 -2496 Inspection Date: March 30 2010 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: p �, IAM Work Classification: Addition Job Addre 348 9 Str i Shores Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: : <NO iE a, Contractor: ALLSTATE BUILDING & REMODELIN CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM L �d 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 March 30, 2010 Page 1 of 1 — T m f LOCATION SKETCH 5 °p ° a SCALE: NTS �f N ~_ 135.00' (t & M) �"' °r:• moo: r . 6' W/F PAVERS o 35.00' 0.10' CL 90 0� o a �°" „OO,L5a6g v o J o0 1. 5' : .n• n co 0 79.60' ± w ° m 25.05' ; r 1 ...•.'.•... ....•. Z `" 29.69' 7oZ 000 �� ;c�:: :m.:.: 0 14 -- - - -- - - -- &- ------------ - - - - -- 0 y ----- - - - - -- - - -- .tn.: - - - - -- j -4 o t O 11.15' �., 1 ' D w \ \�„'\ \ 35' M l m 3.5' CONIC. WAL G : \ \ co .. Cfl : v : • • :: y �� . \ ` —. .� a N �:•: 39.95' D W to 11g m O� ,-n 10.00' W PAVERS 0 m n IQ l W m = O 3 J P CO r O 28' ccn 8.20' o Iv ro z p :'• Q] ? POOL D cn rn cn 5.60' 28.55' j 36.70' 0 o w 4' 9� . L g 6 00 —� 0.10' CL . 17.5' W N O Z Z ?' 35.00' �- Z _ z r O o ° -; 135.00 (R &M) � e, '•�. N t�• O 4 W C71 .Z1 - T K NE 4 AVENUE Z= O Zo CERTIFIED TO: WILLIAM PACHECO;'VIVIAN PACHECO, 348 N.E. 91ST ST. MIAMI SHORES, X FLORIDA 33138. — —Ct — N.E. 4th AVENUE LEGAL DESCRIPTION: LOT 7 AND TH . EAS 1/2 OF LOT R BLOCK _2 OF EL PORTAL SUBDIVISION ABBREVIATIONS: ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 SWK= SIDEW4LK, CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PPE, F= FOUND, A/C =AIR CONDITIONER PAD, P /C= PROPERTY CORNER, D /H= DRILLED HOLE, W/F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR, OF THE PUBLIC RECORDS MIAMI -DADS COUNTY, FLORIDA • • L�i1_6'ILIjY gASEWENT ( SLAB, R/W=RIGHT OF WAY, DE= DRAINAGE EASEMENT, C /L= CENTER LINE, O= DIAMTER, TYP= TYPICAL, M =MCASE RM, i RI!bCMDI!8D, LDNCR= ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, N/D =NAIL 8 DISC, S =SET, FEE = FINISH FLOOR ELEVATCIN, NOT VALID UNLESS EMBOSSED WITH O/" FF® ET! P/ F• PCrN ERPO LE, Oi iP= OVERHEADPOWERLINE,NAI= MTERMETER I HEREBY CERTIFY That the surve re resented SINCE 1987 SURVEYOR'S SEAL XR ��~ ELEVATION BASED ON LOC. # y p thereon meets the minimum technical requirements CONCRETE •'�._ �. _••_ _ •�••_:••••_ �•••_••�••_ •�• ICBM# ELV. q L.ANGO SURVEYORS INC. ift w MAIN NeIFS I A$fA(3E EWENT =MaD.E TYPE OF SURVEY: BOUNDARY SURVE adopted by the STATE OF FLORIDA Board of Land �d , _ , Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 S� • • • N ' ES• NNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUP,E Statutes. IR • • .� IS O &A LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NUT There are no encroachments, overlaps, easements 555 NORTH SHORE DRIVE OFE /�L LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 • 4 U , M • `% NC CHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon. �y 311 865 -1200 Em ncurve Orsinc ail: blaos VE 1LAC AT OF 29. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL ( ) Y @yahoo.com Fax: (305) 865 - 7810 I S H N THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 19) A REVISED: • • E AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING FLOOD ZONE: SUFFIX: L DATE: 9/11/09 BASE: / OR ) A ION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED AD15 N. NUNEZ PANEL: 0302 COMMUNITY # I 20652 NHS, I CTING THIS PROPERTY. • •: REGISTERED LAND SURVEYOR DATE: SCALE: DWN. BY' JOB No • • 1NGSE'SH0 RE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE STATE OF FLORIDA #5924 j j 1" = "20' F. Blanco ° wllhM (3 49i�-077q ............ .......... . .. . . . •. else .. ee• .. . .... ... ... ... .... LOCATION SKETCH I SCALE:NTS I REMAINDER LOT 8 BLK 8 o 0 o D 5. 35.00 .S.-Os b U s. ° c c �,w N o ° $ 25.75' o A�t•�j C'3'� mr O 50 40. 4' v GRADE BEAM FOUNDATION Fri 0 + _______ ---- __.. tV am 11.15' I o•o W rn tiP GRADE BEAM FOUNDATION 4 0.4'1 z as 0 10.0} * O \_ rn 8.2(Y ( Q p �} ao n1 a, p '- to In X10.0 1+ ' A I 13 w Orj. ro 36.70' ro F 28.55' o [j g°Ij OR 13fi00.(RRAQ 35.00 N p �.� LOT BLK2 0. Z 0 9 -� NE 4 AVENUE ®-- t. � ��{ e OR CU Ir=e) SURVEY FOR: WILLIAM PACHECO AND VIVIAN PACHECO, 348 N.E. 91ST ST., MIAMI SHORES, FL. 33138. ca m �. LEGAL DESCRIPTION: LOT 7 AND THE EAST 112 OF LOT 8 2 BLOCK • OF EL PORTAL SUBDIVISION �� CD ABBREVIA ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 SVdC= SIDEKYUX ,CB$=CONCRETESLOCKSTRUCTURE, CLF -CHAIN UNKFENCE, PL- PROPERTY LINE. DUE- DRAMAeEUTILITYEASEMENT, IP =IRON PIPE, i • • • • F- FOUND, AIC AIR CONDITIONER PAD. PtC- PROPERTYCORNER DM- DRU.EDHOLF W F= KOODENFENCE, RES- RESIDENCE,CL- OLEAR,RB- RESAR, OF THE PUBLIC RECORDS MIAMI -DADE COU11", FE154IDt • i UE- UTIUTY EASEMENT. CONC- CONCRETE SLAB, RIA -RIGHT OF VAY, DE-DRAINAGE EASEMENT. CIL=CENTER LINE, O- DLAMTER, TYP =TYPICAL, • • • i • i • M =MEASURED, R =RECORDED. ENCR =ENCROACHMENT. COMP - COMPUTER, ASH - ASPHALT. WD-NAIL S DISC, $-SET, FEE- FLOOR ELEVATION. NOT VAUD UNLESS EMBOSSED WITH Or- OFFSET. PR -P OKER PO O HP- OVERHEAD PONERLINE, W&VATER METER ••• StPlEE1 7 SURVEYOR'S SEAL NAODFENCE= i HEREBY CERTIFY That the survey represented NCRETE • • MASDRRVVw ELEVATION BASED ON LOC. # thereon meets the minimum technical requirements B L.ANCO SU RVEYORS INC. AL CO= .:.t .v t »t •:.•t. :••t •:••t,.:••t .•..t v. MAINTENANCES DWJNAGEEASEMENT- M BD.E. CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY adopted by the STATE OF FLORIDA Board of Land Surveyors pursuant to Section 472.027 Florida Engineers • Land Surve r$rs b%iwners •&S*0007 SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VAUD WITHOUT THE SIGNATURE ro ! AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE is NOT There are no encroachments, overlaps, easements • i • • • 888 NOIRTH SH6%0bRIV`E e COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) appearing on the platorvisible easements other than • • : MV�kU11189WH,IFL 331 , �• i • UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon. (305) 8654200 tail: lsl•rtcosurbe3drsU1�@yahoo.coxt Fax!(305) 865 -7810 VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OFTHIS OOUNTY. 9) FLOOD ZONE: $ SUFFIX: T DATE: 7� 1 I 95 BASE: N j� CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OFTITLEWILL HAVE TO BE MADE TO DETERMINE RECORDED ADISNt s b " PANEL: OO 3 COMMUNITY 53� • INSTRUMENTS, IFANY, AFFECTING THIS PROPERTY REGISTERED LAND SURVEYOR DATE: SCALEe DWN.$t jjOB No. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 3 ZO 07 1° - 0' Blaac• • pla 4Z • STATE.OF FLORIDA#5924 - o • i i PERMIT # • •�• • .. ,• Miami Shores Village APPROVED BY DATE ZONING DEPT C/ ' MO BLDG DEPT #• 6 • SUBJECT TO COMPLIANCE WITH ALL FEDERAL :•' ' • . • • : STATE AND COUNTY RULES AND REGULATIONS • ` ' R 0 !t „ 0 :000 �o Miami Shores Village `�► B uilding De artme t N 2 9 1410 10050 N E.2nd Avenue, Miami Shores, Florida! 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IM ..t . INSPECTIONS PHONE NUMBER: (365),762.4949 B ; No. CS Ill PERMIT APPLICATION Mastez Permit No. FBC za Permit Type: B UIL DING ROOFING 4 , 1JJIWAM ?A 64 Owner's Name (Fee Simple Titleholder) Phone # a� Owner's Address City AM i J AMF a State T-(,, zip ° �3 Tenant/Ussee Name Phone # Email' : Job Address (where the work is being done) _ ..(. 9 Ciry Miami Shores Villaee County Miami -Dade , zip FOLIO > PARCEL # ; Ts Building Historically Designated YES NO Flood Zone Iv Contractor's Company Name 4 O "f , ow Nt Phony # - Contractor's Address City State dip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone -mail Arch Name (if applicable) Phone #t Vaiue,of Work For this Permit $ Square / Linear Footage Of Work:_ Type of Work: []Addition ❑Alteration [INew Ell Repair/Replace Cl Demolition Describe Work: Mci I - � �s��r,��r�,�,�� *�a�� x�r Submittal Fee $ Permit Fee $ °v CCF i� •CXL,/ CO /CC .$ Notary $ Training/Education Fee $ .4 �- Technology Fee $ i• - Scanning Radon $ DPBR $ Bond $ Double Fee.$ Violation dater 1 - Structural Review. $ Total Fee low Aue 0a i See Reverse side -� Bonding Company's Name (if applicable) •1 Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the fob site for the first inspecti n which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b approved and a reinspection fee will be charged. Signature A? ) Gtt � Signature er or Agent Contractor The fo oing instrumen was ackno 1 gedd b d The foregoing instrument was acknowledged before me this day oM 20 by 1 i�II ] �� day of . 20 _, by - -- who is nerso nall kno to who has produced who is personally known to me or`who has produced As identification an&who did take an oath. as identification and who did take an oath. NOTAR PUBLIC: 1c r+ NOTARY PUBLICS Sign: �, e 4 ' Sign: Print: , : 4• Print: M Commission Expires: ° �� Y � My Commission Expires: � 5;;,d�.�,°�� ;�•�•�� cox ��a� x �• ��o; ��x�r� ��r r�r��* ��r��, �, �xa��a, ��r�r��r; �* �• ��, ��x�*, �*, �� *�r�r,��,��a.x��,v�,�•,�� APPR1UYLD BY 1"lans Examiner p Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) & � A �� k�r x . Miami Shores Village 10050 N.E. 2nd Avenue �M"'R�� Miami Shores, FL 33138 -0000 x` " Phone: (305)795 -2204' f p,. 3� f f' Expiration: 0810 P roject Addres Parcel Number Applicant 348 91 Street 1132060190230 WILLIAM PACHECO Miami Shores, FL Block: Lot: Owner Information Address Phone Cell WILLIAM PACHECO 348 91 Street (305)762 -4087 (305)2444755 MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 HOME O WNER Total Sq Feet: 976 Approved: Yes For Inspections please call: Comments: (305)762 -4949 Date Approved: 2/2/2010: Yes Available Inspections: Date Denied: Inspection Type: Type of Work: DRIVEWAY Additional Info: PAVERS Final Bond Return : Classification: Residential Sidewalk Landscaping Foundation Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ DS -1 -10 -36934 $ 106.20 $106.20 $ 0.00 Education Surcharge $0.40 Permit Fee $100.00 Scanning Fee $3.00 Technology Fee $1.60 Total: $106.20 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. February 10, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 10, 2010 1 Planning and Zoning Criteria * Miami Shores Village Permit No. DS - 1 -10 -151 10050 N.E. 2nd Avenue r go Miami Shores, FL 33138-0000 � �� Phone: (306)795-2204 Fax: (305)756-8972 _. ,, a' ...... ;., Issue Date: Not Issued Expires: Folio Number: 113206 Owner's Name: WILLIAM PACHECO Owner's Phone: (305)762 -4087 Job Address: 348 91 Street Total Square Feet: 976 Miami Shores, FL Total Job Valuation: $ 2,000.00 Contractor(s) Phone Primary Contra HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 212/2010: Yes Comments: i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STA EMENT NAME: LL-1 t� ( �. DATE: ° Zq 1 0 ADDRESS: N 6 11 . ST" MI kNil SNPES L � �-- 3 ( 3 13 Co hereby petition the Village of Miami Shores to act as my own contractor pursuant to the lain of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor; l further understand that I as the "owner must appear In person to complete all applications. State law requires construction to be done by a licensed contractor. You have applied fora permit under at exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two-family residence. You may also build or improve a commerdal.building at a cost of $25,000.00 or less (The new form states 75;000): The building mist be for your own use and occupancy. It may not be built for sale or lease. if you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, whichis a VIOIdon of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with.all applicable laws, ordinances, buildings odes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be dons by a licensed contractor and hilve applied for an owner-builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be Signed by a Property 011W unless he orshe is responsi a for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, l am the responsible party of record on a Perak I understand that I may pro myself from potential financial risk by hiring a licensed contractor and having the permit tiled in his or her name instead of my own name. I also understand that the contractor is required by to be licensed 16 Florida and to list his or lice numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or twafamly residence or a farm outbuilding. I may also build o improve a commercial building if the costs do not exceed $75,000. The building or residerm must be for my use or occupancy. it may not be built or substantially improved for sale or tease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the corstnrciion Is complete, the law will presume that I built o u ntielly improved it for sale or lease, which violates the exemption. Initial- 5. 1 understand that, as the owner - bolder, I must provide direct, onske supervsion of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my ing or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by unty or municipal ordinance. Initial 7, 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner: builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am will411cato an owner- builder and am aware of the limits of my insurances coverage for injuries to workers on my property, Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is perform the work being. done: Any person world on my building who; Is not licensed must work under my dire and must be employed by me, which, mean§` that ( must complywith laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers com 'on for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that es the party legally and financially responsible for this proposed Construction activity ,1 will abide by all app ice laws and requirement that govern owner - builders as well as employers. t also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Servi , the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or h IhNwuw.m d alicame comtd d cilbiindex. I Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in myname and understands that I am the pa legally and financially responsible for the proposed construction activity at the following address. fit~ � l ST N� l� iM i S�bt2•�c, l R Is3 13s Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner- builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this -I day of _ J&K1 20 BY 11 who was rsonall known to me or who has pe Y r4� LPL ' Produce there License or C'Zz ®q �-1 67 o as identification. OWNER NOTARY r�o ' �uC .s% % �u i q ll �} `�tUtl�s • �Z� 114 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i Inspection Date: 0812412007 Permit Type: Driveways /Sidewalks/Slabs Inspector: Grande, Claudio Inspection Type: Foundation Owner: PACHECO, WILLIAM Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING $ REMODELING C O Phone: (305)342 -2503 Bullding Department Comments DRIVEWAY AUG 2 4 2007 Inspector Comments Passed 21 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 23, 2007 Page 2 of 2 p c�� Miam Shores Village AU6 2 2 2 Building Departme 10050 N.E.2nd Avenue,-Miami Shores, Florida 33138 B "" °'`':�' Tel: (305) 795.2204 Fax (305) 756.8972 BUILDING Pe No. `) - 11887 PERMIT APPLICATION Master Permit No. g e-107 FBC• 2004 Permit Type (circle): 0ifleholder) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple 1� t 4 ( 1 "e Co Phone # Owner's Address (�j q t Sr . City t A t V L State FL Zip Tenanaessee Name Phone # Job Address (where the work is being done) 94 OE d ll City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NQ , Contractor's Company Name &!,,._5 Phone # 1 J � 3 ZS63 Contractor's Address (' City, tt-- t 0 K t State P C_ Zip 3_7 Qualifier Name 0 /, C! Phone # 6-' ,5) 6 ? — O f l2-a State Certificate or Registration No. (26 C J l2 375 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ o'10'00L 4 Square )inear Footage Of Work. 7C� Type of Work: [ ElAlteration ❑New. repair !place ❑ Demolition Describe Work: -- Y Submittal Fee $ Permit Fee $ CCF $ � /CC Notary $ Training/Education Fee $ V Technology Fee $ - 1 Scanning$ jSq L Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ — lJ' See Reverse side --� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip { Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has' commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating; construction in: this jurisdiction. I understand that a separate permit must. be secured for ELECTRICAL WORK, PLUMBING, SIGNS,, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with ally applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU. INTEND TO OBTAIN FINANCING,; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF! COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction Tien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site - for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (.�' Signature Owner or Agent Contractor The fore oing • trument was acknowledged be€ �re me thi The fore ing instrument was acknowledged before me this �2 , day of 20 , by A Ci- �i�-�- " , day o€ . (.� 20 7 by i"ev who • personally known to a or who has produced who is rsonally lano to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si � � � "' Fforfda �• 3 1° C p Ptr nryyr, t.' a 11x1 3M r 091e" Print%' My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108/06) C I VI L Refleh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 ENGINEER Tel:305- 823 -8008 Fax:305 -823 -3300 March 24, 2010 William Pacheco Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 348 Northeast 91 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: 2007 Roofing Contractor: Client Name Project Number: 10 -0299 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be S Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) file in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1). test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the; roof tile. at the above referenced project meets the test requirement outlined in the above- mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation f Mfohamad Sonny Sallch, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 348 Northeast 91 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -0299 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 348 Northeast 91 Street Miami, Florida Project Number: 10 -0299 Test Number Test Load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 10 -0299 — Page 3 of 5 Test Number Test Load b Test Status • 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass Reileh Engineering Corporation -- Project Number - 10 -0299 — Page 4 of 5 Test Number Test Load (1ho Test Status 54 35 Pass I Reileh Engineering Corporation -- Project Number - 10 -0299 — Page 5 of 5 52 40 53 20 59 14 22 38 23 50' 37 1a 21 25 24 26 5b 4 1 19 5 x 6 iq 1 5 a 41 51 42 54 13 52 k1 45 15 T 45 44 55 49 12 9 11 16 10 i 10 -0299 ffPROX. WOE 1 5f LOGA11ON5 W 191WN51ON5 3 y Miami Shores Village 10050 N.E. 2nd Avenue r � Miami Shores, FL 33138 -0000 r� � Phone: (305)795 -2204 y R 's Expiration: 1012912007 Project Address Parcel Number Applicant 348 NE 91 Street 1132060190230 WILLIAM PACHECO Miami Shores Village, FL t: Block: Lot Owner Information Address Phone cell WILLIAM PACHECO 348 NE 91 Street (305)762 -4087 (305)244 -4755 P MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 6,0 00.00 MERICK ROOFING INC Total Sq Feet: 14 Type of Work: New Roof Available Inspections: Additional Info: color thru Inspection Type Classification: Residential Final Roof Hot Mop Tin Cap Tile In Progress Up Irft Report Fees Due Amount Total Amt Paid Amt Due CCF $3,80 Education Surcharge $1.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $225.00 Scanning Fee $9.00 Payment Type: Technology Fee $5.82 Total: $244.42 MAY 0 2 2007 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above -named contractor to do the work stated. May 02, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Wednesday, May 2, 2007 1 ° Insp ection W o rksheet April 30, 2007 Miami Shores Village � cea eeee � 10050 N.E. 2nd Avenue Miami Shores, FL �_. L �R`TES � Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Num ber : INSP -29047 Feet tN tuber: ko Inspection Date: 05/01/2007 Permit Type: Res i d enti I c nstru l l Inspector: Grande, Claudio Inspection. Type: Ware La ft . = Owner: PACHECO, WILLIAM Work Classification Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAY 0 2 2007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 2 Monday, April 30, 2007 Page 1 of 2 Miami Shores Village Building Department 1 94 i R:'2hif Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date l BUILDING CRITIQUE SHEET (9�/ I — O;Jq A nt A,10 A-ece -t'" (e 4e Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 Miami Shores Village D Building Department APR 3 0 NV 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 s- Tel: (305) 795.2204 Fax: (305) 756.8972 g1j: ° ° °_. BUILDING Permit No. �M 1 ` PERMIT APPLICATION Master Permit No. eG — 06 2 y9l FBC 2004 Permit Type (circle): Building Electrical n Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \41 t' (t 1� a C� �c�a Phone # Owner's Address 'G' 1 S 7 City 'ILL ( AA C SL- toP-eS State (® Zip .�3 t 3� Tenant/Lessee Name Phone # Job Address (where the work is being done) " vi E- c t S 7 City Miami Shores Village County Miami -Dade zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name W ri c.k' 5 0 0 ' 51 J6 T4C . Phone # � 305 vz 250 Contractor's Address 0 . 1 u ST 1 1) C-" �` City "I Q State (_._ Zip 3 301 `f Qualifier. Name F M 6 D I r n.A Phone # (S o5_) 34 7-- Z60 3 State Certificate or Registration No. CdA-7 /32 77-0 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone* Value of Work For this Permit $ 000 Square ! Linear Footage Of Work: Type of Work: �ddition []Alteration ❑New ❑ Repair/Replace E] Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ •off / Technology Fee $ Scanning S 1- 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,i WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that,all work will be done in compliance with all applicable laws regulating construction and zoning. Y "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exceeding $2300, -the applicant muse promise in good faith that a copy of the notice of commencement and construction lien' law brochure will be delivered to the ,person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the yob site for the first inspection which occurs seven (7) days after the building permit is issuerd. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner Agent Coniracto The foregoing instrument was ac owledged before me this The foregoing instrument was acknowledged before me this day of t' L 20 ,01, by P,a 0 t_ M4 r tV � day of f i' 20 0 1; by t c'D - , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: I Sign: , Juan Carlos Gutierrez o Print 1 Print Juan Carlos Gutierrez My Co res 11128/2010 My oA 11/28/2010 18091 APPLICATION APPROVED BY: r Plans Examiner Engineer zoning (Revised 0210810 y t SECTION 1244®2.13 • • • • k . . • .. ` HIGH VELOCITY HURRICANE ZONF,9 ; . . • =I7 OWNERS NOTIFICATION FOR ROOFING CONADVIAITIO�qS:• R4402.13.1 Scope. As it pertains to the section, it is theresponsyl Sty pf roofing, coavuetor to provide the owner with the required roofing permit, and to explain to jhCoUcr the adntgnt oUh* sectiofi The provisions of Section R4402 govern the minimum requirements and stanAaW iNthe ind4st;j Ir ro ;frig System installations. lly, the following items should be addressed as part of tie agreement between the owner ant the The owner's initial in the designated space indicates-that the item has been explained. APR 3 0 2007 .... . :. ••. .. 0 00 . .......... . 0 Y. 1. Aesthetics- Workmanship:.t1l tvdrlWansl!p Visions of Section R4402 are. --- ------ for-the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. V Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed open beam ceilings are where the underside of the f decking can be viewed from below. The owner may wish to maintain .the architectural earance; therefore, roofing nail penetration of the underside of the decking may not be Ui eptable. The provides the option of maintaining the appearance. y s. Ponding water: The current roof system and/or deck of the building may not 0 n well and may cause water to pond (accumulate) in low -lying areas of the roof. CO �' oriding can be an indication of structural distress and may require the review of a � ofessional structural engineer. Ponding may shorten the life expectancy and performance o j f t new roofing system. Ponding conditions may not be evident until the original roofing o o ystem is removed. Ponding conditions should be corrected. C , 0 6 z � a � w ti Overflow scuppers (wall outlets): It is required that rainwater flow off so that U a e roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block.this.discharge if overflow scuppers (wall outlets) are not provided. It maybe necessary to install overflow scuppers in accordance with the requirements of E ' 4411N! {F11 . Sections R4402;: R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to co ' er additional ve hich can result in extending the service life of the r f. 0 /Agent's Signature Date Signa Date fiiGH- VELOCITY HURRICANE ZONES N fi >��[osi Hitrricarle�at�e n P� ' It ' • ' 11Asker.•errtt:No... ..'testa... ... .. a • • • f• • Corltf.S.ctWsWSt]1b ! C.tgC. 46 : : c f Jodi:: dctro s, t 19z: of`f%°i'iQR�f �#;:Lovtr. �7'o�e F�' I. ��. claatf��al'i�r��t�ri�:�'i'(�• . �. I�' c� .rfac'/�i�th�si�ue M R aspti4tic. C`t l'e.al P'ar�itf {e; }:: :I] '+oitid'Stit]>�as /.3re S1 n'les: 'ew.�t�o :a� �� ertsia,>��i� •Q�•:l�edQ�e�'l�g :. Q R�}��ir Cfi �I�t��t��ai'r.�e• . LoW- Sloo'e Rool:" 0�j Seep:SI0:01�a"* OR 'Ti* fSp), '��•.1te�fah �Rc„�ti�'�'•(�i��: >tlu:�tr�e.�lt'�e'v�ts�•�.r�� .�e�t�or�s�, .ra'+�r•��t�,; Srr��A :�W�i�{1ctr�`• .statsgrper,� :acrd, ; r�rt't�iw .�ra�tf�,• I��atwc�e ifii�tarisi�ix�s �c�tc' s��xicr.�� .ati�d I�ve��; :�1:e>�rl.�r .€ ite�i.'• �l irrrenst�a" �. I�+ a�eVate�r��. �sa�taaa�•ssa'►rt.d6t�at�octa�� act' t�.� t "I7 {..;.; Pm _ 4. $ � . �9 ) i . • ' . {" i f. .... R.: +y w '`� "_''j�[' ...;{,y;.. ,I,..w...t...�. ��: Y •' y �V of •v .. ` .... '(.04« + ..t . .S •, b.1 ; �. N 46 K- ..1.5.. .r I „j...} t.� @,..A..!• t -4 { „R� €. 3 f •i,..i t. ~ i.,'l.. HIGH- VELOCITY HURRICANE ZONES t ,• e. it • • ••• • • • 000 ° • • • • • • : • • • • • 6 • • • SECTION R4402.14 HIGH- VELOCITY HURRICANE Z — UJJIFOQM PEP APPLICATION 0 • . • • • • 0000. . 0000. . • • • [=lrt fdinj der :2. r4 ' kt ilelo 1�rrtCc�n�.s oYre'WnNbtra ter u� UC�Yrir�•�ar�tt. ' •6 • • • • 0.600 .• 9 COMPLETE THE NEGE$SARY SECTIONS O F THE UNIFORM ROOFING Pr=ftMIT APPUGATIOR FORM AND ATTACH THE PAD fat •1•,111<I+i�t � '��.e�►Sia�a�y1'� ' �3t� �trt l;a�t�l�fca�tl� tr ur *i R'1q _.. -Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. r-rt zl+raltuaE - e 9 FLORIDA BUILDING CODE — RESIDENTIAL 44.19 it MIGii- {FELOCITY HURRICANE ZONES • • • • • • • • • • • • ••• • • • • ••• Florida . uRding Ggde jEdItjov.2A4.# . 00* Hi '�iela tiurrine Zone V fa ! n • • • Ri�af �ystet�t•1llt�nu�'�atursr.: ( • .a • � � % •` .L - •� Product Approval Nurnber:' M.Vnimum ae0an Wij7,r 'Prosgures, $f.Ap x1`r at l: l+ anit 'i or' ai ui ttc►tts : Pit: ilk evimt#rii posTgri Pressure A /� Product Approval Specific System:. Atletlix•�iftlls att�:c�#nerrf. �°�°'° . S #ems c ..s# De n* lie c p s j5 plywavo ype Underjayment: Roof Slope: ' 4118uiatiou: • •F.�"s .Barr er: R# a wsntitat jai? Fa4fener Type &:Spae'r4. -- �L1 - Adtieeive.Type- � r r � Ro�.� G�uerirl�i , � .� �• .< .� Tart goof 1 m Type size Drip 641 V t • 0 : 0 00 ' • • : • •: • QR.,H- VELOCITY HURRICANE ZONES ite . fttrnwntZone• $arm.: •• • • • •e ••e •• For ll�arnent bas*.i I8 choose • • . • e • . • meter X4 0 4 1 " r'�Y� �� &H':�TL9S f • idr' 1V1<,.#fc'f� vs�u�'fx.ottt : �tft� � Yftla�et grQ � �f tttrt�er �fuess.for aa& -afar o bust 4 ez} the ti �e a#acbme sf d fs ptafrfe. "Moment fiff Tife M; -'X ProductApproval 11 V ProductApproval NI • ' ��.:..' - �•. 1K Rm Lj. ,W ProductApproval Alt �fk." I�trc�. �' �i4i�� °f`#��aftttlle�s7t`�#�•�a'' -1egtftcd'I%omvot ol; slstmace(M,yVxft Tab`lbl3cloly Product Approval M, a IItP,.'�t�frl}�$'lllta�t�Itt Veda po 1 Root'81ops 18' 20' w •4Q' � 7 42.x4 AM A 3T • Z' tt a0:1 Rik 7:12 14. 1 88;0 *Must b* use} in- r, uju=Am mft fig �t a>�gmrxft based #� eras �eJ� the Browatf;tl C art,1ffVAwattdAp0" For I3#0 hued file 4yateaacs m mfiawd li. Cvaaaf rwrdn o� �`' mit e Values fWr. ,.V tbg:r wakes %m greaftw.tltknL—ar•:e"apu the 01,. hies, for eat area - afth&"4-Mma s '• th�nsub1 18 is� tsable. '' �itb��3'T��'3�a Cit3ohs:: � �'• ProductApproval F' ProductApproval F' ProductApproval F' a�$ fl ' :.. �p'� f�•#� ltd • Pdwi•�kot'P� 1 tb' a 7 t I� a P,6dudA I ob A vat r riieat • . lead >ti c� P[odact v F' A t act ' Dag • udApooyal IMN 1 I bCa�imltt $a " s FLORIDA•BUILDING CODE — RESIDENTIAL 44.23 p : G o t * • ••• • • • • ••• ••• ••• • M IA M I DARE • • : • • • • . • • M4� U VE COUNTY, FLORIDA • • • • ; A1311 0-ARDE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) • 140 WEST t &ER STREET, SUM 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 • • • • . (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA, • • ' • ' • • • • Monier Lifetile, LLC • 0 0 •. • 0 • 135 NW 2e Street • • • • • • Boca Raton, FL 33431 S COPE: This NOA:is being -issued -under -the - applicable- rules-and- regulations governing- the - use- of-construction materials. The. documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their j urisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. D ESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If portion of the, NOA is displayed,_ then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC ° NOA No.: 02- 1205.05 Explmtlon Date: WNW Approval Date: 01/02/03 Page 1 of 7 • ••. ROOFING ASSEMBLY APPROVAL '•' ••% •• 0 0 % % •' • Category: Roofing .• . . • so* oo Sub - Category: Low Profile Roofing Tiles • .. • • • • • • Material: Concrete • • • : '.' ; ; i • • • • ; I. SCOPE This - renews a system using Monier •Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the .pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system 2. PRODUCT DESCRIPTION Manufactured by Test - Product Applicant Dimensions ,Specifications Description Monier Lifetile LLC I =16W PA 112 Low profile, interlocking, high pressure Villa & Roll w= 13" extruded concrete roof file equipped with one W thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Monier Lifeitile LLC L =17" PA 112 Low profile, interlocking, high,pressure Capri Tile W =12 3/8" extruded concrete roof file equipped with one %:" thick nail .hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces . I = varies PA 112 Accessory trim, concrete roofpieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test NameJReport Date Redland Technologies . 7161 -03 Static Uplift Testing Dec. T991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -on) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, hic• PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 En * ' g, Inc. PA 101(Mortar Set) NOA No.: 02- 1205.05 Expiration Date: 12/16/07 .Approval Date: 01/02/Q3 Page 2 of 7 ' • ..: . • ... 060 0 Test Agency Test Identifier ;.; Tact N e/� 0 Date •• Redland Technologies P0631 -01 Wind Funnel Testutg July 1994 PA 108 (Mortar Set) Redland Technologies Letter Dated Aug. 1, • * 6 d T�uj T;estin.. Aug. 1994 1994 • : ; : 148 �1:1�dil.9in) • • Professional Service 224 -47099 • ig9ical- oputies • • Sept. 1994 Industries, Inc. PA 112 The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. 1994 Engin lne• PA 102 (4" Headlap, Nails, Direct Deck, New Construction) p The Center for Applied 25- 7094 -7 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Battens) The Center for Applied •25- 70944 Static Uplift Testing Oct. 1994 Engrg, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -760 PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied .25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 (1 Quik Drive Screw, Direct Deck) C ( Q� Drive Screw, Battens) elotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094- February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 NOA No.: 02- 1205.05 EVIration Date: 12/16107 Approval Date: 01/02/03 Page 3 of 7 • . • • •.. 3: LE IITATIONS •. • 0 3.1 Fire classification is not part of this 0 0 32 For mortar or adhesive set tile applications,; stati • � Or bs jplift.%W sb#ll be performed in accordance with RAS 106. • : ' • : : • • 3.3 Applicant shall retain the services of a MiaH DffldeC64t;Ctro fpd�kAoratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4:1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -1(ft) Width -w (ft) Monier Lifetile Villa and Roil Tile 9.1 1.33 1.08 Monier Llfetile Capri Tile 9.51 1.42 1.03 Table 2: Aero amic Multipliers - ft Ilia I (ft ;L (ft Profile Batten Application Direct Deck Application Monier.Lifetlle Villa Roll and Capri Tile 0.267 0.289 Table 3: Restoring Moments due to Gra ft Tile 3 ":12" 4":12" 5 ":12" 6":12" 7 ":12" or Profile greater Monier Lifetile Battens Direct Battens Direct Battens . Direct Battens Direct Battens Direct Villa, Roll, and Deck Deck Deck I Deck Deck [Capri Tile 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.0 5.73 „ NOA No.: 02- 1205.05 Expiration Date: 12/16!07 Approvals Date: 01/02/03 Page 4 of 7 • • ••• . 00 00 0 00 • • • • ••• • • • ••• .•. • ••• . 0 00 Table 4: Attachment Resistance E piess4d as i > ?Ihent- -tbf) for -Na"n Systems Tile Fastener Type Direct Deck • • Direct Deck Battens Profile (min 15W ;.' • ; OnIp. :913 ?vo Monier Lifetile 2 -10d Ring Shank Nails 27.8 7. 28.8 Villa, Roil, and 1 -10d Smooth or Screw 8.8 IT.8 4.1 Capri Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Feld Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) - 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli 2 -10d Rin Shank Nails 43.0 67.5 50.9 1 Installation with a 4" tale headlap and fastemem are located a min. of 2 %a" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf. (ft4bf) for Two Patty Adhesive Set systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Villa, Roll, and Adhesive 26.1 Capri Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Poi bam Produ Ina Av a wei ht r 8 ma. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Single Patty Adhesive Set system 7110 Tile Application Minimum Attachment Profile Monier Lifetile Villa, Roil, PolyfoampolyproTm 86.61 and Capri Tile Polyfoam Pol Pro 4 La !Re Paddy placement of 54grams of polyftw 5 Medium d lacement of 24grams of PolyPro 4 NOA No.: 02- 1205.05 Expiration Date: 12 /16107 Approval Date: 01/02/03 Page 5 of 7 Table 513: Attachment Resistance 914tressged as $ Noilnen IAA-1" for-Mortar Set Systems • • Tile Tile Attachment .. . . • Profile iicad n • o •• ; • • Resistan Monier Lifetile Villa, Roll, and Mortar Set. ; ; • ..' ; • • 20.60 Capri Tile • • '.' ; :.. 0 • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS HC U 11.W Villa CoLra U/Billilf MONIER LDZTmE VILLA CONCRETE ROOF TII.E NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 • • ..• . . . e , . 16 -1/2" 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE 0 17" 123/8" MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE m NOA No.: 024205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 - z� % •:• .•. % .: •:• �' MAY ® 1 20 07 . ... . ..... . ....... .... BY" - ® - -m ®® MM 1 DAQE • • • • • : • '1IIAM i -DADE COUNTY, FLORIDA • ' " ' ' ' ' ' ' ' METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) ' •' '.' '.' . :. 14000T FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) ." ::.'.:'.: • • ` Polyfoam Products, Inc. ;'; —�_ —; •. _, 11715 Boudreaux Road .. . . . ....... Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in 4reas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture s and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 PRY The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06-0201.02 Explratlon Date: 05/10/11 Approval Date: 04/13/06 Page 1 or 7 .... . ...... . . ... . . . ... . . .. . . . . . . . . ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane • • • • • • • • • . ... . . . . .. . SCOPE: ........ . .. .. . ....... This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using PolyproC AR 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF 1000 N/A Dispensing Equipment ProPack(9 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10111 Approval Date: 04/13/06 Page 2 of 7 % % . ... . . . ... . . . . . .. . . . EVIDENCE SUBMITTED: . .. . .. . .. . • • • • • • . • Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -14?A 'f4i 104: 12/16/96 25- 7438 -3; :8 5TV 11 -93; 10/25/95 25- 7438' -4 • • • • • 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520I09 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro-9 AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shalt be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof the adhesive with their file assemblies shall test in accordance with TAS 101- 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 wvith section 10.4 as modified herein. J ` i F t t2 W : F'= MS NOA No.: 06- 0201.02 cz, i--. Expiration Date: 05/10/21 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • • • ••• INSTALLATION: "' ' ... .. . .. . . .... ... . ... . 1. Polyprog AH160 maybe used with any tgdf tl1C'asscftl? U4ying;frdrr$nt NOA that lists uplift resistance values with the use of PoIypro@ AH160. 2. Polyprog AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herA. A iroofl ilk alsa;lyd adhesive attachment with the use of Polypro@ AH160 shall provide suhipt atCacp4ft resistance, expressed as an uplift based system, to meet or exceed the uplift rddlista cd deferm9ndd hf leo &Dliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 3. Polyprog AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprog AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The, mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polyprog AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. PolyproO AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyprog AH160 has been dispensed. 9. Polyprog AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 NIA High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles 92 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro@ AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ' NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 . . . ... . . • ... . .. . . . . . . . ADHESIVE '!4gVkVP PEtA)j� f e: •. • SJAfkE VAT' : : : a : • • ••• • • Nail through plastic cement Faddy Moneath Tle) Nail through plastic cement s Undelayeeu • .ye•td i i i • • • I • • • • • • 0* ' 10 in. 21 o EaveCourse e � e Fowls Faye Course Fascia woephoN Eaus MM only. Em courseonyr: Ean cloo m Woo" Keep atlhmtva prox. bV adlveslve approx pdp odge 4hupfromvoepiales 4' m. tip fromweepholes Nail through plastic cement Paddy {Beveath T11e! 1) Place enough adhesive to achieve It to 23 Qptbnnl 2XTS hr Uvaiodaymant ~ sgvere t N mvvtactwlh the {mn dle 08 1) Pkb applications Nal ft* plastic Bement Tam F mWde Wga Place rover gleam 112 in. Then histal the tle. o Undetaymevt 10 in. J i 2In. Eave Course lo Eve Clo ure Uvecmu only. fIrom�apProx4kv.uP Fascia o�lt MeN9 p course cover 0b. / 14Mv110secorvd coura0ot Optional pantdes. Eve save ead of Poinfiup Morw Bush mi eve rt am. ib s are on [nib" save drve. dtite Eavectosure Weephote Fasciallo (mortarshown) NOA No.: 06- 0201.02 Expiration Date: 05110 /11 Approval Date: 04/13/06 Page 5 of 7 . . ... . . . . .•• ADHESIVE FAt��IETO-DEkA �.0 S i1 LE IPATtY : • . . .•• Nag through plastic cement paddy (Beneath Tile) Nag through plastic cement Paddy (Beneath790) Undedaymant Underlayment 1 �• 2In. -- 2in. Eve Course °� • a Fascia Fascia Weephote Eavecowe Eavedosure Ea"Cmw Dripedge Nail through plastic cement paddy (Beneath Tge) Underiayment 71 . in. e Faye Clue Fare Course Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10111 Approval Date: 04113/06 Page 6 of 7 • • • • • • • • • • ADHRSWE'VL iftME13►T JDETAJt t3 • . . .• . • • . • • . . DjALE I S • • • •.• • • .. . . . •. •.• •• Nail through plastic cement paddy t'hViis pilstil" • Single paddy under ale (between tile) • • . . • . • • • • Underlaymant Single paddy boom the Pay (und tile) 2In. x 7 in. medium slue paddy eave ^ course only Single paddy 3 In I x 3 in. under ale \ r 3 (n. x 3 tn. I 4 in. 2 In. Single paddy on 2 in '�' 4 in. Single �' under- paddy on [ayment ° under• IaymeM Single paddy fascia Eave course on top of ale Waliftle Single on top of file 21n. X 7 in. medium Caurse Eave closure size paddy eave Fascia ' course only Drip edge Nail through plastic cement Single paddy under the Single paddy between file ° 1R- 3In. 4In. ° Single paddy on underlaym@nt 2 n. Single paddy Ease Closure on top of ale 2 in. x 7In. medium Eave Cotes paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 - n-i Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Worksheet .,� Miami Shores Village , 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 s Inspection Date: 0510812007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: PACHECO, WILLIAM Work Classification: Roof - New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: MERICK ROOFING INC Building Department Comments ROOF FOR ADDITION MAY 0 � 200 "'i ��' 0 v 2007 Inspector Comments Passed Failed E:1_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, May 7, 2007 Page 2 of 2 Inspection Works Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL R n` JES tN ' �do�bp� Phone: (305)795 -2204 Fax: (305)756 -8972 E pection Number: INSP -47474 Permit Number. RIF4 -0 7-853 Inspection Date: 05/02/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: PACHECO, WILLIAM Work Classification Roof New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: Building Department Comments ROOF FOR ADDITION Infractio Passed Comments TIN CAP SPACEING False MAY 0 3 PAID S Inspector Comments Passed Failed a Correction a Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 1, 2007 Page 1 of 2 Inspection Worksheet og „ Miami Shores Village " s 10050 N.E. 2nd Avenue Miami Shores, FL rL4 % � iN yo OR Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS -47477 Permit Number. RF-4 -07 -853 Inspection Date: 05/02/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: PACHECO, WILLIAM Work Classification Roof - New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: Building Department Comments ROOF FOR ADDITION MAY 0 3 PAID Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, May 1, 2007 Page 1 of 2 Miami Shores Building Departmen Product Approval Schedule / Comparison Chart Address: Permit No Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion umber Design Pressure size es J o Yes J No es I No L; * 7 5 i id la �9 C !9 to ..� Otte }• 49 da y v Ed 9 14 !i 4 — pe !a $e e !r d 9 e . 52 °aei ee g9 8l • • • • Now i •• • - r a"":. •••••• ••• k ;i ••••• •••• • • `a��- •• •• cs °— • I C E 17 1 71 •• •• • • • •• •• • • • • • • • • • • • JAN 2 4 200 L: i i •i• i i i •i• MIAMI -DADS • • ••• • • • • • IbAbE COUNTY, FLORIDA zM9MO -DARE K AMM BUILDING BUILDING CODE COMPLIANCE OFFICE (RCCO) 140 WF5 S SUrus 1603 PRODUCT CONTROL DIVISION • • • • • • + 33130 -1563 • • : •: : : : ( + 29�t F ) 375 -2408 NOTICE OF ACCEPTANCE OA) • • . • • •, • • • PGT Industries 1070 Technology Drive Nokomis, FL 34274 Scon: This NOA is Ding issued under the applicable rules and regulations governing on The documentation submitted has been reviewed by Hama -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Maori Dade County and other areas where allowed by the Authority Having Jurisdiction (MU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fads to perform in the accepted manner, the manufacturer will incur the.expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOLA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -5, titled " Aluminum Casement Window, Impact ,, , sheets 1 through 13 of 13, dated 12117102 with revision 1 gY 1 dated 06123/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P .B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MT,SSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertwng or any others purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. A Dv1HtTISEMENT: The NOA number preceded by the words mami -Dade county, Florida, and followed by the expiration.dase may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E-1, E -2 and E-3, as well as approval document mentioned above. The s0initted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO' f s� 01 NOA No 05- 1129.11 tD _ Expiration Date: May 22, 2008 Approval Date: February 23,2M Page 1 NOTE LARGE MISSILE _ W _ fflQ OWb 1. GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS SHEET A. 5116" LAMINATED GLASS COMPRISED OF (1 ) LITE OF 118" a ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED X o , x d x NOTES ............ ............................... 1 GLASS W/ AN .0901NTERLAYER OF SOLUTIA OR DUPONT PVB. x x o x — _ - GLAZING DETAILS ........................ 2 B. 5116" LAMINATED GLASS COMPRISED OF 2) LITES OF 1/8- UNEQUAL LITES ELEVATIONS ...................... 3-4 B ( �o x a x o DESIGN PRESSURE TABLES....... 5 -9 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF — SECTIONS ....... ............................... 10 SOLUTIA OR DUPONT PVB. UNEQUAL LITES CORNER CONSTRUCTION........... I I C. 7/16"t AMINATFD GI ASS COMPRISED OF (1) LITE OF 3/16" EXTRUSION PROFILES ................ 11 -12 ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED a m2 o X GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. PARTS LIST . ............................... 12 D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OFF 3116 UNEQUAL LITES ANCHORAGE .. ............................... 1,3,4,13 HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° I.G. GLASS COMPRISED OF (1) LITE. OF 118" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A318 AIRSPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB IN'I'ERLAYER. A F. 13116" I.G. GLASS COMPRISED OF (1) LITE: OF 1/8" ANNEALED GLASS -AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13116" I.G. GLASS COMPRISED OF (1) LITE OF 1/$" ANNEALED GLASS AND (1) 7/16' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: A. TUC, AO, OX XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.� ere �'� C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET S. E. FOR "XX" CONFIGURATIONS SEE SHEET S. s r F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR J44 "XOX" & "=' OR "OX" CONFIGURATIONS SEE SHEET 8. E �.... � ..... H. FOR UNEQUAL Ln "XOX, "XO" & "OX" CONFIGURAI IONS SEE SHEET 9. A4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR.... w ' ADDITIONAL ANCHORAGE INFORMATION. ...:. HEAD & SILL- MAX. 4" FROM CORNERS .... .. :' •' • MAX. 4"& 7" ON EACH SIDE OF MEETING RAILS '.... '..' ..... MAX. 141/2" SPACING ON VENTS •.se• •..• •.i.• MAX. 13" SPACING ON FIXED LITES • �; (9) ANCHORS 3" APART AT MiD -SPAN ON FIXED I ITE ONLY • • JAMBS: MAX. 4" FROM CORNERS • • • MAX. 13n SPACING (2) ANCHORS 3" APART AT MID -SPAN e • see ® SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS -OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS . TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONF. RFQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.�`� L\7. REFERENCE 'I E91 REPORTS: FTL FTL -3582, F rL -3587, Fl L- 3•729, FTL4607 AND FTL -4608. (rfz�.fla . 32m B ADD Vilir A MOVE EL4MW DEMB 70 SHEEr2 NOTES AND TABLE OF CONTENTS tA707EC.ii.` xoayDRNP F.K 7I10N3 C NO CMAM THIS SHEET Nomam, n 347/6 0 V- ALUMINUM CASEMENT WINDOW, IMPACT F.K. 872.91A5 D ADD YWHT., MARS TYMSFAND a WMFANCHORAGE P.O. Box'Aw -. I uou A. Turner. RE Lv,■aax rww am¢ NOKCA4.'^i, R = VIsflly neum' S fts to sack ,v..+r n f w- Priam m FK. 12117102 CA-740 NTS 1 0 13 704" D Mech anit�t ® 118" ANNEALED OR .090 PVB INTERLAYER 13116" HEAT STRENGTHENED 118" HEAT STRENGTHENED GLASS 86 5116" LAMINATED COMPONENT GLASS 118" HEAT STRENGTHENED GLASS 43 46 �„1 31 3! SPACE .080 PVB INTERLAYER \� 1 /8" HEAT STRENGTHENED GLASS 1 /8" HEAT STRENGTHENED GLASS 40 .65" NOM. 43 E GLASS BITE 65" NOM. 44 } 85 GLASS BITE 44 5 NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT 5116" LAMINATED GLAZING DETAIL 5 13/16" I.G. W/ 5/16" LAMI 33 .090 PVB INTERLAYER GLAZING DETAIL 3116" ANNEALED OR 87 88 13/16" NNW HEAT STRENGTHENED 3/16" HEAT 3116" ANNEALED OR HEAT 7116" LAMINATED COMPONENT GLASS STRENGTHENED STRENGTHENED GLASS GLASS AIRSPACE .080 PVB INTERLAYER 4 3 1113" ANNEALED GLASS 3/16" HEAT STRENGTHENED GILAS • °A � Oi "'....' .... • .65" NOM. 43 GLASS BITE • • • • . WNOM. •.• •• a i "' 44 85 GLASS BITE ' . • • ' : ' • .' .... ...• . .... .... • • • 44 •..• • • 5 46 • • • •.e• • •• • •••• : • • • 7116" LAMINATED 5 GLAZING DETAIL 13/16" I.G. Wt 7116" LAM[ ® GLAZING DETAIL t Arc lama a REMW OLAZWO DEM" $ ADD 7WIMG. GLAZING DETAILS . 1070 TEMWMOGYDRIVE F.K Thaw C NOCHANWMSSHEET NOKOMIS`r336275 lax a� R — ALUMINUM CASEMENT WINDOW, IMPACT Fdc W23W D ADD 73/76' LAW I.G.w /7/16UW CORRECTW76'L4 lDEM P.O.9OXIva _ Luc®sATurrre PE. . a ft* Cbddrtr NOKOWI FL XV4 Vw* $earn six 13 7046-8 D M ca F.K. 03Y1b/03 CA 745 7U NTS 2 DENOTES HINGE 74" MAX. WIDTH ANCHOR LOCATION AT HEAD & 30" MAX. LOCATION SILL OF "X" PANELS, DAYLIGHT — ANCHOR TYPICAL. SEE HINGE OPENING TYP. 1 112 LOCATION DETAIL SHT. 4 - - CENTERLINE V�� SEE MID -SPAN / ANCHOR DETAIL / 1 112" TYP. (2) 69" MAX. r 7" DAYLIGHT 3" 4" MAX OPENING � X X 4" MAX. 13" MAX. O.C. — — / 76" MAX. MID -SPAN ANCHOR DETAIL t \ SEE MEETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL \ RAIVOETAIL (SEE SHT. 1 NOTE 4) P. (2) . L- 4" MAX - - -- SEE MID -SPAN 4" MAX. --.-I 14 112" MAX. O.C. TYP. ANCHOR DETAIL TYP. (2} ELEVATION B - XX" ANCHOR 134" MAX. WIDTH (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30" MAX. 53" MAX 30" MAX.�� (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE- "X" PANEL MAY SWING ! NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION 0000. �1 -- 0000 0000.. SEE MID -SPAN • • • • • • • �\ ANCHOR DETAIL / \ *0000 TYP. (2) 0000 .. 0000. 69° MAX. . . . DAYLIGHT •••• •• ••••• OPENING ••••• •••• •• MAX. O.C. / 1 • 0 ` � 3" X ' X 0 0 0 0. • 0 0 t ' / 76" MAX. • • • \ 0 / HEIGHT Lj • • •••••• • • - I 4" MAX . . I . 4� " M 13" MAX. 37" MAX O.C. --�� -- 14112" MAX. O.C. VENT HEAD & SILL ONLY 60" M VENT TYP M. . FIXED SEE MEETING RAIL DETAIL TYP. (4) A. ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) r rU D-ft r r :K a2m s CHANGE ahB rNO. REPHREN ES "XX" & "XOX" ELEVATIONS F.K Maw C ADD HINGE LOCAWN DETAJLS f079 L M E rrom amaaY ALUMINUM CASEMENT WINDOW, IMPACT P, FIG 61230 D CHANGE MAX HT. TO 76 "AND MOM OLO TO 69" P.O BOX 1mg Lucas A Tumer. P.E. �F.K 7/Q2 ° NOKGWir� FL 34274 Vilwab' a ortrr NTS 3 Z3 7045 -8 D MEOMIf DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH LOCATION AT HEAD & 30" MAX, 53" MAX. SILL OF "X" PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL. SEE HINGE r OPENING Q DETAIL SHT. 4 — - -- - — SEE I 1 SEE MID -SPAN MID -SPAN ANCHOR 69" MAX ANCHOR / DETAIL DAYLIGHT DETAIL d / " SHT. 3 69 MAX, OPENING SHT. 3 DAYLIGHT TYP. ( ' (2) OPENING 1 76" MAX. 76" MAX. HEIGHT 13" \ HEIGHT MA O 1 MAX. a 2s C f X\ ' O.C. MAX 4" MAX 4" F _ 141/2" � 13" MAX. O.C. 4" MAX. MAX. O.C. 4" MAX ELEVATION "D" -"r ELEVATION "E" -"0" HINGE LOCATED APPROX (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) mar FLUSH AGAINST JAM, tt* 97" MAX, WIDTH Fiftift TYPICAL HEAD &SILL 3 0 " MAX NOTE: A' "X" PANEL MAY SWING HINGE LOCATION DETAIL -- - DAYLIGHT 53" M IN EITHER DIRECTION OPENING DAYLIGHT OPENING . . 0000 000..0 SEE / SEE MID- SPAN* • • 000000 • • MID -SPAN ( ANCHOR DETATL•; • • ANCHOR SHT. 3 TYP. (2') ...... DETAIL / • • • • 0 0 • • 69" MAX. • • • 0 SHT.3 0.00 0 00 00000 TYP. (2) i DAYLIGHT 0 0000 0000 • OPENING 00 00 •000•• 10( X � � .• 76" 1 11 0 • : ***o 13" HEIGHT SEEMEETINGt •0060• MAX. \ RAIL DETAIL tHT9 �3• %0 O.C. TYP. (2) . • 4" MAX. — — I� `' ---- I--13" MAX. O.C. 14 112" MAX. O.C. VENT 4" MAx. HEAD & SILL ONLY 37" MAX. VET 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) Pic 3125W 8 CHANGE SHEET' NO. REFERENCES n -0 a n a eY 9070 TECMOLOGY X" -CO & OX" ELEVATIONS F C 6/23/05 C ADD HINGE DETA2 5 HINGE LOCATION NOTES NOKOWS, FL 34275 � rd ALUMINUM CASEMENT WINDOW, IMPACT FX 7 /laW 0 CHANGE MAX HT: TO 76'AND MAX DLO TO 6r P.O. BOX 9628 Luau A Tamer P.E. aGraww K 1 y97fo2 F.K O'f' NOKOMIS, FL 34274 V La b�e Bettes s " S �q �r 13 7045 8 D � I l COMPARATIVE ANALYSIS TABLE 1. W WINDOWS TEST REPORTS: FTL -3582, FTL -3687, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,118 "HS) B. 5116" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W! 1/8 "HS,.090,1 /8 "HS) HEIGHT - "X" 26 31 36 38 318 43 48 505/S 54 57 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0. -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 J -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 291!2 -80'0 70.0 -90.0 70.01-90.0170.0 -90.0 70.0 -90.0 70.01-83.6170.0 79.9 70.0 -75.4 70.0 -72.4 70.0 - 69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 -63.7 63.7 -90.0 70.0 -90.0 70.0 -90.0 70.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 7.0 -68.4 68A - 63.9 63.9 - 60.0 60.0 -68.5 68.5 - 56.2 56.2 -53A 53.4 -51.3 51.3 - 49.8 49.8 -48.3 48.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 .81.0 70.01-71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.070.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0'-90.0 70.0 -90.0 70.0 -90-0170.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84A 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42A 42A B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 75.0 70.0 - 75.0 70.0 - 70.4 70.0 -60A 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.01-75.0 70.0 -73.7 70.0 - 67.9 67.91-59.0 59.0 -52.8 62.81-49.9149.91-48.4146A -43,5143.5 -41.1 41.1 -38.6 38.6 B,E - 75.4 70.01-75.0 70.0 -75.0 70.0 -76.0170.01-76.0170.01-76.0170.01-75.0170.01-76.0 70.01-7 5.0 70.0 -75.0170.0 -75.0170.0 ABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7116" LAMI (3/16"A,.090,3116"HS) • • • • • • • • • • ALL W SIZES UP TO 37" WIDE x63 HIGH AND ALL W SIZES UP TO 32" WIDE x 72" HIGH - 90.0 70.0 0 * :000% •. •..••• TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 0000 • • • : 0000 : GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13116 LAMI (11WA,AIR SPACE, 7/16" LAMI-W13/1WA,.090,3116"HS) ease 0 i * 00 0 • • • • • ALL" X" SIZES UP TO 37 "WIDEx76 "HIGH - i.0 55.0 ••••• •••• ••i••� • •• •••s •••••• • • •••• •••••• NOTES: Q • • • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR • • 114" S84 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 698 P.S.F. G fiK a aDD tatas8 ME To rnazES v d a PRESSURES- X CONF.IG. WINDOWS FK 7H0l03 C NO C"466 TMS SHEEP lam moms FL 3427 yE ^� ' F. sn3ro5 D REVI SEANpiORS &F1DD7B'flElOttTOPTH7N P.O.eOXt828 ��- ALUMfNUMCASEMENTWINDOW, IM _ 'umA. a - ma. AMOMtS, FL =74 vxdbly Rerrer `°Ye°da°a° s..e 5 d 73 ftke 70 8 D pefismi F.K t2/17Po2 CA-740 NT$ COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A 6116" LAMI (1/8 "A,.090,1/8"HS) X X HEIGHT ;VVIUIH 26 31 36 38 318 43 .48 505/8 54 57 60 63 S NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 'A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 1 A -76.0 70.0-75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 =75.0 70.0 75.0 70.0 -75.0 70.0 -72.1 - 69.5 89.5-67.5 67.5 67 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 74.4 70.0 -69.6 69.6 -65.2 65.2 - 63.0 63.0 - 60.8 60.8 1 - 58.0 58.0 60 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4. - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 58.2 56.2 - 53.4 53.4 64 A -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -65.5 65.5 57.5.-54.9 54.9 -51.8 51.8 48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0170.0 -75.0 70.0 75.0 70.0 -70.4 70.0 - 60.4 60.4 -84.3 54.31-51.1 51.1 -47.9 47.9.-44.8 -39.7 39.7 74 A -75.0170.0 1-75.0170.0 1-73.7170.0 $7.9 67.9 -69.0 69.0 X28 52.8 -49.9 49.9 - 48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 ,tl f TABLE 4. '7(X" WINDOWS TEST REPORTS: FTL-3582, FTL -3729 GLAZING OPTIONS: B. 5116" LAMI (118"HS,.090,1/8"HS) E 13MW LAMI (1/8"HS,3/8" SPACE, 6 /16" LAMI -W/ 118 "HS,.090,11WHS) r Mon ALL "W SIZES UP TO 74" WIDE x SW HIGH -75.0 7Q.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL?-4Vb • GLAZING OPTION: C. 71166" LAMI (3M8A,.090,3/16"HS) • • • • • i • • • • • • • • • • ALL ")W.SIZES UP TO 74" WIDE x 63" HIGH -90.0 • • • • • TABLE 5A. ')W WINDOWS TEST REPORTS: FTL -3580, F LAW7, FTL -4868 GLAZING OPTIONS: C. 7116" LAMI (3J18"A,.090,311WHS) F.13/16" LAMI (1 /8"A,AIR SPACE,7M6" LAM( W/ 3116 "A,.090,3116"HS} • • i i i • • • • • • • ALL "XX"SIZES UP TO 74"WIDE x 76"HIGH - 55.0 55.0 •.•• •••• • NOTES: A •••• • •••• 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1W SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. RWIWBr. W. jtl2.,t��S 45TOc0Ornxnie � � PRESSURES - XXCONF/G. WINDOWS M r• oaaa w.r NOW R 34275 - Fic en3l� n REWSe CMRS s AOO rAe�E8 W H&lCHrOPT= P.O. I= 45as ALUMINUM CASEMENT WINDOW IMPACT a LUON a T� , P.E. ammey. vmc tee AMOMfS. Ft 34274 Visibly Better ammsbft ears P PE 558201 F.K 42l1TXJ2 OA -740 NTS 6 13 70458 D Ma�tantaei COMPARATIVE ANALYSIS TABLE 6. "0" $'1/4112 -114 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTI- 4W7, FTL -4808 GLAZING OPTIONS: A. 6118° LAMI (1/8"A,.090,1/8 °HS) B. 5/18" LAMI (118"HS,.090,118"H8) C. 7118" LAMI (3118%490,311"S) E. 13/16" LAMI 1/8"HS 318" SPACE 5116° LAMM/ 118"HS490118"HS F.13/16" LAMI 1/8"AAIR SPACE,7/1 s LAMI -W/ 3118"A,.090,3118 °HS 1 1 1 HEIGHT 4 2 4 WIDTHS 1 28 1 31 36 38 318 1 43 48 1 50 518 54 57 1 60 63 87 72 78 "0" %COX" LNEGIPOSINEGIPOS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG NEG POS NEG POS PEG POS X 0 X A 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 80.4 - 54.3 54.3 -51.1 61.1 -47.9 47.8 -44.8 44.8 -422 422 - 39.7 39.7 36 72 B,E 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 75.0 700 C F 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55 Q - 55.0 65.0 A 70.0 -76.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 48.4 -43.5 43.6 -41.1 41.1 -38.8 38.8 74 B,E 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 0 C,F . 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0170.0 -90.070.0 - 80.0 70.0 - 900 70.0' -90.0 70.01-55.0155.0 -55-0155.0 -56-0156.0 A -76.0 70.0 -75.0 70.0 -67.8 67.8 - 82.1 62.1 -66.7166.7 -49.8 49.8 -48.9 46.9 -43.6143.6 -41.1 41.1 .38.6 38.6 38.5 38.6 3912 79 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 C,F -90.0 70.01-90.0170.0 - 90.0 70.0 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 87.4 70.0 832 70.0 -65.0166-0 -86.0 b50 - 66.0 65.0 A - 75.0 70.0 -75.0 70.0 -82.4 62.4 -38.4 58A -63.3 63.3 - 68.4 66.4 - 53.4 53.4 -W.0 60.0 -46.9 48.9 - 44.3 44.3 -41.9 419 42 84 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.01-7&0 70.0 - 76.0 70.0 75.0 70.0 C,F - 90.0 70.0 -90.0 700 -90.0 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-84.6 70.0 -79.7,70.0 -75.6 70.0 56.0 55.0 -6&0155-01-56-01550 A 75.0 70.0 - 70.3 700 -58.0 58.0 -64.6 54.6 - 69.3 69.3 - 53.8 53.6 - 50.9 50.9 •47.5 47.51-44.7 44.7 - 421 42.1 39,7 39.7 45 90 rexE 760 70.0 -75.0 700 75.0 700 76.0 70.0 75.0 700 - 76.0 70.0 750 70.0 - 75.0 70.0 -760 70.0 - 75.0 700 -75.0 70.0 -90.0 7d0 -90.0 700 - 90.0 70.0 -90.0 70.0 90.0 70.0 - 90.0 70.0 - 88.2 70.0 - 81.8 70.0 -76.9 70.0 - 724 70.0 -692 69.2 45.0155-0 - 55.0 65.0 -5b.0 66.0 A -75.0 70.0 -65.0 65.0 - 54.3 $4.3 -51.1 51.1 -55.1 55.1 -51A 51.4 -48,8 48.8 - 45.3 45-31-42.6 42.5 - 40.4 40A -38.4 35.4 48 96 B,E - 76.0 70.01 70.0 - 760 700 - 75.0 70.0 - 75.0 70.0 - 75.0 700 - 76.0 70.0 - 75.0 70.01 70.0 - 76.0 700 76.0 70.0 C F - 90.0 70.0 - 90.0 70.0 - 900 70.0 -90.0 70.0 -90.0 70.0 - 88.0 70.0 -80.9. 70.0 - 75.0 70.0 70.7 7-55-0156-0 0.0 -67 3 87 3 -64.1 64.1 -66.0 60.0 A - 750 70.0 - 60.8 60.8 -61.3 512 -48.3 483 -2.7 52.7 - 48.7 48.7 j-7 -48.9 48.9 -43.5 43.6 -41.3 41.3 -392 392 -37.1 37.1 501/2 101 B E - 750 700 -75.0 70.0 750 70.Q 750 70.0 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 75.0 70.0 700 74.3 70.0 C,F - 90.0 700 -90.0 700 -90.0 70.0 - 90.0 70.0 -90.0 70.0.-812 70.0 -75.7 70.0 -70.3 70.0 - 88.8 68.8 -63.6 83.5 -60.6 60.51-56.0165.0 - 52.8 52.8 -49.8 49.8 A - 75.0 700 - 58.7 68.7 -48.7 48.7 -45.4 45.4 50.0 50.0 -46.1 46.1 - 442 44.2 - 422 422 - 40.1 40.1 -38.0 38.0 -W.2 36.2 0 . 53118 108 318 B E -76.0 700 -76.0.70.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75:0 70.0 - 75.0 70.0 -72.4 70.0 a eaq qee Ff�ii{ CIF - 90.0 70.0 �.0 70.0 -90.0 70.0 90.0 70.0 98.8 70.0 -78.4 70.0 - 71.1 70.0 BB b B8 5 83.0 83.0 �.0 80.0 57.3 57.3 - 63.8 53.8 -49.4149A -46.2146.2 =bb A -75.0 70.0 582 68.2 -47.9 47.9 -44.6 44.6 - 49.1 49.1 - 45.3 45.3 -43.4 43.4 -41-9141-91 -38.8 39.8 -37.6 37.6 •3b 9 35.9 64 108 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.01-75.0 70.0 -75.0170.01-76.0 70.0 -75.0 70.0 -71.8 70.0 C F - 90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 - 88.9 70.0 -75.0 70.0 -70.1 70.0 $5.4 65.41-612 81.8 -60.1 69.1 - 68.4 58.4 - 52.8 628 -48.4 48A -45.2145.2 A - 75.0 70.0 57.1 57.1 -46.4 48A - 433 43.3 -47.5 47.6 - 43.9 43.9 -422 42.2 -40.8 40.8 59.1 39.1 -372 372, 55.4 35.4 DIrMM� • 56112 111 B E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 700 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 74.3 70.01-70.8 70.0 • • • • • • • • • • G -90.0 70.a 90 a 700 90.0 70.0 -90.0 70.0 -84.3 700 -72.5 70.0 -88:4 68A - 83.6 63.6 -60.1 80.1 - 67.5 67.5 54.8 54.8 51.1 51.1 -46.8146.81-43.6. • • A - 75.0 70.0 - 582 56.2 -44.8 44.8 -42.1 42.1 - 482 462 - 42.5 42.5 - 412 412 -39.8 39.8 - 38.5 38.6 - 38.7 38.7 34.8 34.6 • • • • • • • • • • 67 114 B,E - 75.0 70.0 - 76.0 70.0 - 76.0 70.0 76.0 70.0 75.0 70.0 -75.0 70.0 - 76.0 70.0 - 76.0 70.0 76.0 70.0 -733 7Q.0 58.8 89.8 • CF -04 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 - 81.8 70.0 -70.7 70.0 -.7 66.7 -61.8 61.8 - 58.7 68.7 - 66.9 66.9 -53.2 53.2 -49.4 49.4 -46.21452 -42.6140d • • • • • • 0000 • A 742 70.0 560 66.0 x13.4 43.4.-40.9 40.9 -44.8 44.8 -41.3 41.3 -40.2 40.2 - 38.7 38.7 37.6 37.6 -38.1 38.1 - 342 342 • • • • • • • 5812 117 B,E - 75.0 70.0 75.0 70.0 75.0 70.0 - 75.0 70.0 75.0 700 - 75.0 70.0 75.0 70.0 -76.0 70.0 75.0 70.0 -722 -88.4 68.4 • • • • i • • • • • • • • C,F -900 700 - 90.0 70.0 - 90.0 70.0 -90.0 700 79.4 700 419.0 69. -84.9 64.9 - 80.4 80.4 -57 3 57.3 54.5 54.5 5 43 1.8 61.8 -47.8 47.8 - .8 43.8 -41.7 4 7 • • •• s 000 .7 43,5 43 0 0000 5 40.4 A 72.9 70.0 - 53.4 53.4 h2.2 422 38.T 38 40.4 39.2 39 2 -37 8 37.8 38.7 38.7 -35.5135.514&7133.7 • • • • • 0000 0000 • 80 120 B,E - 750 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 - 71.0 70.0 - 67.4 67.4 Z_l C,F -90.0 170.01-90.0170.0 -900 70.0 -90.0 70.0 -7T.1 700 57.3 87.3 - 83.3 63.3 - 59.1 59.1 55.9 56.9 -53.0 53.0 -50.0 50.a 48.3 48.3 -42.8142.8140.81 • • • • • • • • • •••• 0000 • TABLE 7. "0"& "114-12-114 XOX" WINDOWS TEST REPORT: FTL -3580 • • GLAZING OPTION: D. 7116' LAMI (3116"HS,.090.3/18"HS) i • • • • • • i *00 i ALL 'O" SIZES UP TO 60° WIDE x 63' HIGIq AND ALL "1/4.12 -114 XOX" SIZES UP TO 120" WIDE x83" HIGH 1-90.017 • • • • • • • • • TABLE 7A. "0" & "1141f2 -114 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4�8 GLAZING OPTIONS: D. 7116' LAMI (Xl6'HS,.090,311WHS) G. 13/18" LAW (118"AdUR SPACE,711b" LAMPW /3116 "HS,.080,3t16"FtS} [� ALL "O' SIZES UP TO 80" WIDE x 78" HIGH AND ALL 914112-114 XOX" SIZES UP TO 120" WIDE x 78" HIGH - 55.0 65.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR r 2. IF i ST ALL #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. { t � r ✓�'' now sr. ad. Rods - oae"pIIar FK- &25ro3 a AD GLASS TYPE E 70 TABLE 6 RUMINUM ESSURES- 08 114- 912- 114XOX CONFIG. WINDOWS f070 TEmomoOYORVE FK- 71 aW C NO Cl U NGE THIS SHEET NOKOAM, FL 3WS F.K a123/os , CHANCE .arvcHOrrsAnroAOa ro. Box raz� CASEMENT WINDOW, IMPACT L um A. Tunw, P.E. am""ey: ad mm: MOKOAds.FL Visibly Better 8vtl eats PE hank F.K 12117102 CA - >40 NTS 7 - 7045 8 D Mecnenical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 113 -113 XOX" WINDOWS TEST REPORT: FTL -3582 1 1 1 GLAZING OPTION: A. 5/16" LAMI (118 "A,.090,1 18"HS) 3 3 3 HEIGHT X O X "XO" "XOX" 26 31 36 383/8 43 48 605/8 54 57 60 63 WIDTH WIDTH MEG I POS MEG POS NEG POS MEG POS NEG POS MEG PO$1 MEG POs I MEG I POS NEG I POs MEG POs MEG POS 37 55112 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 X O 49 113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53118 79 243 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -76.01 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7162.7 - 60.4 60.4 60 90 A 1-75.0170.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 - 68.4 68A - 63.9 63.9 -60.a 60.0 - 58.5 58.5 - 58.2 56.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8153.8 - 50.4 50.4 -47.7 47.7 O X 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -WA 86.4 - 58.2 58.2 - 55.6 55.6 -52.6 52.6 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 318 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 t41.1 .8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.a -75.0 '70.0 -70.4 70.0 -60A 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 2 - 39.7 39.7 74 111 A . 75.0 70.0 75.0 70.0 1-73.7170.0 - 67.9 67.9 -59.0 59.0 -52.6 52.8 - 49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 -38 6 38.6 TABLE 9. , "XO" or "OX" & "1/3- 113413 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 �AtYom GLAZING OPTIONS: B. 06 LAM[ (118"HS,.090,10HS) E. 13/16" LAMI (118'HS,318" SPACE,6/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO' OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 83" HIGH -75.0 70.0 TABLE 10. 00 X0" or "OX" & "1/3-1/3 -113 XOX' WINDOWS TEST REPORT: FTL -3580 tLreMl ' • GLAZING OPTION: C. 7116" LAMI (3118"A,.090,3/16"HS) • • • • • • • • • • ALL "XO" OR 1 0X" SIZES UP TO 74" WIDE x63' HIGH AND ALL'113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63' HIGH -90.0 dqX*.0 • • • • 0000• • 0000• TABLE 10A. %O" or °OX" & "113- 113 -113 XOX" WINDOWS TEST REPORTS: FTL 3580, FTL -4607, Flt • GLAZING OPTIONS: C. 7116" LAMI (3116"A,.090,3116"HS) F.13116" LAMI (IWA,AIR SPACE,7 /18" LAMI -W/ 3/16 "A,.090,3 116"HS) • • • • • ' • ALL =" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113 - 1!3-1/3 XOX" SIZES UP TO 111" WIDE X 76" HIGH 1-55.0 0000 0000• A • •• •• 0000 0000• 0000• • • • • • 0000 0000• • NOTES. ® • • 0 000 ' 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR • • 0 96* • : 0 1/4" 884 CRETE -FLEX ANCHORS. •: 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �rer• aaa" Hesaaaiz F.1G sass a App GL 48S ]YPEETO'TABLEB PRESSURES- XO OX & 113 - 113 -113 XOX WINDOW ar 7/1m C NO CHANGETMSHPEr t � NOWNS, FL 3W6 *� "w1. ALUMINUM CASEMENT V6/WNDOW, IMPACT FA 823106 D CHANGE ANCHORS AND ADD 76' HEX;HT OPTION P.O. BOXtffi9 Lucas A. Tumar,P.E mmmar. oars r now NOKCW ,rI 34274 Visibly Better eata�maar so"" saes taetro"a wr m#56201 F. K. 12117!02 CA NTS 8 a 73 7045.8 D MechwdW COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3680, FTL -3682, FTL-3729, FTL-4607, FTL-4608 GLAZING OPTIONS: A. 5116" LAMI (1/8"A,.090,118"HS) B. 5116" LAM1(118 "HS,.090,1/6"HS) C. 7/16" LAMI (3116 "A,.090,3 /16'HS) E. 13/16" LAMI 118"HS 318" SPACE,5/16" LAMI -W/ 1/8 "HS49C8 1 /8"HS F. 13116" LAMI (IWAAJR SPACE,7 116" LAM[ -Wl 3M$" .090,3/1$"HS x O X HEIGHT WIDTHS 26 36 383/8 43 48 60 6/6 54 67 60 63 57 72 76 "XOX" VENT I FIXED NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS FO7 OS NEG POS NEG POS NEG POS UNEQUAL LITES A -75.0 70.0 -75.0:170.0 -75.0 70.0 -74.1 70.0 - 64.8 64.9 -60.6 60.6 - 58.1 58.1 - 58.1 56.1 -53.3 53.3 50.5 69.264 19.126 31.014 B.E - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 CF -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 0.0 - 55.0 55.0 A 75.0 70.0 - 59.1 69.1 -63.4 63.4 - 56.5 66.5 - 50.4 60.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 6.9 X O 86.919 24 38.919 LE -75.0 70.0 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 0.0 - 55.0 65.0 - 65.0 65.0 -55.0 65.0 A 75.0 70.0 -60.6 60.5 - 572 572 - 82.1 $2.1 - 55.2 552 -52A 52.8 -99.1 49.1 -462 46.2 - 43.5 43.6 1.1 UNEQUAL LITES 95.973 27 42.973 B,E - 75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 • -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 0.0 C,F 1-90-0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -W.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 73.1 70.0 -55.0 55.0 - 55.0 55.0 - 55.0 55.0 A -76-0170.0 -53.5 63.6 - 60.4 50.4 -64.6 64.6 - 60.7 60.7 -482 482 - 44.9 44.9 -42.0 42.0 40.1 40.1 38.0 38.0 108.649 30 48.649 B,E -75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 76.0 70.0 75.0 70.0 0 X C 7F -90.0 70.0 -90.0170.01-90.0 70.0 -90.0 70.0 - 84.7 70.0 -79.5 70.0 1 73.6 70.01-0.7 89.7 - 66.3 66.3 -63.1,63.1 - 66.0 55.0 •55.0 55.0 -522 62.2 - - A - 76.0 70.0 -49.9149.9146.8 46.8 -51.3 51.3 -47.4 47A -46.5,45.5 - 427 42.7 - 40.7 40.7 38.8 38.8 - 36.6 36.6 115.882 32 51.882 BE - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 75.0 70.0 732 70.0 UNEQUAL UTES CF -�.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -78.8 70.0 -732 70.0 - 88.3 68.3 - 64.8 84.8 -61.4 61.4 - 58.8 58.8 -55.0 58 0 -fi0.9 50.9 -4T.7 4T.7 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 -42.8 42.8 -41A 41A - 39.6 39.6 37.6 37.6 - 36.7 36.7 122 33.667 54.$27 BE -75.0 70.0 76.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 76.0 70.0 74.9 70.0 -71A 70.0 C F -80.0 70.0 -90.0 70.0 - 80.0 70.01-M.81 70.0 -74.0 70.0 59.4 88.4 64.7 84.7 81.0 81.0 -58.4 58.4 - 56.7 55.7 -52.11 5Z 1 -47.7147.7 -44.6144.8 A -76.0 70.0 - 48.8 46.8 - 43.5 43.61-47.9147.9 - 44.3 44.3 42.4 42.4 -41.1 39.3 -37.3 37.3 - 35.6 35.6 123.135 34 55.135 BE -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -76.0170.0 -75.0 170.0 75.0 70.0 -75.0170.01-75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90-0170-01-90.0 70.0 -86.0170.0 -73.1 70.0 - 68.8 68.8 - 84.1 64.1 - 60.5 60.5 - 57.9 57.9 - 552 552 -61.5 51.5 -472 47.2 44.0 44.0 rod& A 75.0 70.0 45.5 45.5 42.6 46.7 46.7 -43.1:43.1 -418 41.6 402 402 -38.7138.7 -30.9.36.91-35.0 35.0 W 128.004 34.791 56.418 B,E -76.o 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 7575 -75.0 70.0 75.0 70.0 73.7 70.0 -70.1 70.0 C,F -90.0 1 70.0 -90.0 70.0 -80.0 70.0 - 82.8 70.0 -713 70.0 - 67.3 67.3 - 62.5 62.5 -592 69.2 -60.6 66.5 - 53.8 53.8 -50.1150.1 -46.8146.8 -43.0143.0 A -74.4 70.0 - 43.6 43.6 -412 41.2 -45.1 46.1 -41.6 41.5 40.4 - 36.9 36.9 - 37.7 37.7 - 382 362 - 34.3 34.3 130 35.888 68 209 B E 75.4 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75 0 70.0 72.4 70.0 - 88.8 88.6 • C F - 90.0 70.0 -80.0 70.0 - 90.0 70.0 -79.8 70.0 - 69.3 69.3 .35.3 85.3 - 60.6 60.6 - 57.6 57.6 -54.7 54.7 -51.9 61.9 -48.1 48.1 -43.9 43.8 -419 i 9 • 4000 • • • • • A -74.3 70.0 -43.6,43.5.-41.0 41.0 - 45.4 45.0 -41A 41.4 -40.3 40.3 -38.8,38.81-37.8 37.0 -36.1 36.1 - 34.3 34.3 • • • • • • 130.378 38 68.378 BE -75.0 70.0 -75.0170.0 -75.0 70.0 -76.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.4 75.0 70.0 72.3 70.0 -86.5 68.5 • • • 00 0000 • C,F -80.0 70.0 - 80.0 70.4 -�1.0 70.0 -78.6 70.0 -69.1 69.1 -66.1 851 30.5 $0 5 -57A 57.4 -54.6164.61 -51.7 51.7 -48.0 48.0 -43.8 43.8 -41.8 • • • • A -729 70.0 -42.2 422 -39.7 39.7 -43.6 43.5 -40.4 40.4 - -92 - 239.2 -3T.7 37 36.7 36.7 -36.fi 36.5 - 33.7 33.7 • • • • e •• •• • • • 134 3T 80 BE -75 0 70.0 76.0 70.0 -75.0 70.0 75.0 74.0 -76.0 70.4 -75.0 70.0 75.0 70.0 73 3 70.0 71.0 70.0 - 87.4 67.4 • • • • • C -90.0 70.4 -90.0 70.0 -90.0 70.0 -77.1 70A 67.3 67.3. 63.3 83.3 -58.1 58.1 -0.9 55.9 63.0 63.0 60.0 60.0 48.3 48.3 -42 8 42.8 -40 8 4 . • • • • • i • • "XO' & "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. • • • •• • •••• •••• • TABLE 12. O" or "OX" & %COX° UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI 3116"HS .090,3/16"HS i • • i i • • ALL %COX" SIZES UP TO 134" WIDE x 83' HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND • • • • • • • • • • • • • - 90.0 ALL %CO' or "OX" SIZES UP TO 97" W x $3" HIGH WITH 37' MAX. VENT WIDTH AND SW MAX. FIXED WIDTH 70.0 • • • • • • • TABLE 12A. 'XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3680 FTL -4607, FTL4808 • • GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/16"HS G. 13/16" LAMI 1/8"AAIR SPACE,? /16" LAMI-W/ 3116"HS,.090,311$"H8 ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND - 65.0 55.0 ALL'AO" or "OX" SIZES UP TO 97' WIDE x 76' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC O 1/4" TAPCONS OR �. [� 1/4' SS4 CRETE -FLEX ANCHORS [ 4 / 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �,ade ad. Rww= Fit &25m s ADDOtasa T ABLE r: PRESSURES- UNEQUALCONFIG.XO,OX &XOX 10TOTFCtH�'OLOQYDRIf/E -.. Fie 7110M C NOCHANOE THIS SHEET Avwm ' Fi.a4a75 Tf F.K 61*= D CHANW ANCHORSAND ADD7W HOGHT OM M P.O. BQX lw9 ALUMINUM CASEMENT WINDOW, IMPACT wm a Turnw , P.E. bi N;! 3;a ow: NOKOMIS. FL 34274 lrvih@y (letter sm rwaoe smrc amrFpNa �c PE 0=1 FK 12117102 CA-CA -740 N7 9 1 7045 -8 D Machanicai a 1 67 REFERENCE "XO" & "XOX" FRAME gr a REFERENCE XO a & XOX" FRAME ASSEMBLY DETAIL, SHEET 11® 83 ASSEMBLY DETAIL, SHEET 11 g �89 _ t s 40 41 DA GNT I MAX. FIXED LITE 85 4-- DAYLIGHT OPENING $ (EE SHT. 3) 5 8 (SEE SHT. 3) 80 5 5 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX"FRAME. 67 -REFERENCE ASSEMBLY DETAIL, SHEET 11 A 1 89� �� ®g9 T I MAX. VENT jJ 7 I-•— DAYLIGHT OPENI (SEE SHT. 3) 5 S 25 5 85 40 41 MAX. WIDTH (SE HT. 3) HORIZONTAL SECTION — XX g 12 41 88 Igcr 40 � �Nrop 10 15 43 89 MAX. DAYLIGHT 9 OPENING FIXED & , 854041 1 • • • • ' OPERABLE VENT MAX. VENT • • • • • • • • • • • EE SHTS. (SEE SHTS. 3 & 4) s DAYLIGHT OPENING 5 i • • • • • (S SHTS 3 & 4) (SEE SHT. 4) • •. • • • • • •. • . I I MAX. WIDTH (SEE SHT. 4) • • •: • • • • 14 • 19 HORIZONTAL SECTION - X • • • • . • • • •••• • •. •••• 48 •• • 24 45 ••••• ••i• •• • • •••• •••• • • • 1 80 i ••• •••• i••• i i• 18 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT j mc aft ; F.K 3wvw 11 ADD 01AZN108EWMW O 1 07 OTWOtOOYDRTVE ...,� SECTIONS F.K 7!7403 c SHOW7CP li1NGE N fdKDM/B, FL 36276 ALUMINUM CASEMENT WINDOW, IMPACT F.K Bl2m D CHO SHT: W REF. AND ADD R'E av P.O. BOX 7329 saraxoase s� s �, Lucas A Tom, P.E. F F.K 1122f(7J02 aomme rrolco&7rs. FL 24274 Visibly 6ener C4-740 NTS f0 d 13 7 D vAch #12x1 MAX. TEK SMS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 FRAME ASSEMBLY 13 X. O.C. Wl (2) SCREWS TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN 1.376" "X° FRAME JAMB r "X" FRAME JAMB 440" 7 T .095° SASH FRAME TOP 89 CASEMENT BACKING PLATE .062" MATL: 6063 -T6 NOM. 2.919" ti OR BOTTOM RAIL DWG# 7071 ul rG "W FRAME ASSEMBLY DETAIL E L 2.784" - #8x1 QUAD PH SMS #12x1 PH TEK SMS (2) PER CORNER 434" FRAME HEAD, SILL, JAMB FRAME ASSEMBLY 13" MAX. O. I C. W/ (2j SCREWS f 2.854" MATL: 60 TUBE, MATL: 6063 -T6 tv"O"FRAME 3° APART AT MID -SPAN 022 SASH FRAME .062 DWG# 7002A "X" FRAME JAMB JAMB SIDE RAIL NOM. 1.159" 5 SASH FRAME HEAD SILL, L. !llrilr MATL: 6063 -T6 DWG# 7003A SASH FRAME ASSEMBLY DETAIL �• "XO" & "XOX° FRAME ASSEMBLY DETAIL ••.. #8x1 QUAD PH SMS • • • • • • (2) PER CORNER • FRAME HEAD OR SILL r FRAME JAMB 3.544' • • f • • • • • • i OM. • :••• •.:• 438" .• • •••• •••• . f••• f • • • •f •• .•.• • 2.7 • i • •••• • • 84" • • • •••• • •• • _� 80 FIXED FRAME HEAD, SILL, JAMB f • • MATL: 6063 -T6 DWG# 7005A MAIN FRAME ASSEMBLY DETAIL oax Fx 5 a N°` r"lss r EXTRUSIONS& ASSEMBLY DETAILS a�,e ee" . 1om>Ecxxrnarr�ve Ift g 7 /1d/d3 C NOCJVAMOETFIfSSHEEf 5 �' b ALUMINUM CASEMENT MNDOW, IMPACT F ,, A ,, ,,P.E ie B Gave PE 1 a /. A REM 88 NOKONKRWPM Vis4*$etwr saux able dmw"°a. R� °�'" ad °ems cewan NTS 11 a 13 7045 8 D N F.x 12117102. _ ._.. -- PARTS LIST PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION HIM DWG # Mr. # DESCRIPTION 1 7002A MAIN FRAME - DEAD, SILL & IAMBS 73 7025 MAXIM SINGLE LDCY. 2 1155 781 PQA #8 X 1 QUAD PH SMS 74 7016 SINGLE LOCK KEEPER 3 7008 FRAME CORNER KEY 75 70834A 08 X.750 QUAD PN SMS 4 112'X1/2 °X118° CLOSED-CELL FOAM TAPE 80 7005A FIXED WINDOW FRAME - HEAD, SILL & IAMBS 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 81 1155 781PQA #8 X 1 QUAD PN SMS 6 1155 781PQA #8 X 1 QUAD PH SMS 82 7010 FIXED FRAME CORNER KEY 7 7017 67017K BULB WEATHERSTRIP .187X.240 83 7007 DWAU A77ON HOLE COVER 8 7009 SASH CORNER KEY 85 7047 67407 GLAZING BRAD (13116° I.G.) 9 7024 MAXIM TACK 96 13/16" I.G. GLASS QWHS, AIRSPACE, 5/161 AW 5116 LAW= 10 7026 LOCK SUPPORTPLATE (2) MTS OF LAW GLASS WITH AN.0901N7T.RLAYER - SOUJ17A OR DUPONT PVB 11 #10-24 X.562 PH. PN. TYPE F 13116" G. GLASS (U8M%AIR SPACE, 7 /16'LAMI) 7/16" LAMI= 12 1 7014 MULTI- LOCKKEEPSR H. &L.H 3/ 16A& 3/ L6HS GLASS WITHAN. 090MM.RIAYER- SOLUTIAORDUPONTPVH 13 1157 78X78PPSMS #8 X .875 PA: PN. SMS 88 13116" LG. GLASS (1/811S. AIR SPACE, 7116 7/16" LAMI= 14 7013 TIE BAR GUIDE 3 /16HS & 3/16HS GLASS WITH AN- 090INTERLAYER- SOLUTIA OR DUPONT PVB 15 7015 TIF. BAR ASSEMBLY 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4. SHEET 13) 16 7028 MAXIM DYAD OPERATOR 17 7027 MAX]M DUAL ARM OPERATOR .7W — �j .993" 289 " 18 7030 OPERATOR GASKET I ,--� 19 7031 BACKING PLATE { 83 ) INSTALLATION MOLE. COVER 20 #9-32 X.375 PH. PN. TYPE B .050" .885" " MAIL: 6083 -T6 21 7032 STUD BRACKET &R.H DWG #7007 22 7859ZA #8 X 518" FLT. PHL SMS 23 7033 OPERATOR ]RACK & SLIDER (DUAL AM 24 7022 SNAP- ONHANDLE 40 5116" GLAZING BEAD .172" 25 1 7023 12 "HINGE(HEAVYD MATL:6063 -T6 g 26 710x12FP 01OX.SOOPILPHL DWG#7036 .870" 9 30 5116' LAMINATED (I /8A & 118HS GLASS) 950" .090IIr7IItLAYER- SOLU77AORDUPONTPVB 31 5/16' LAMINATED (IMIS & LAW GLASS) T: .569" a►1 .090 DanUAYER- SOLUTIA OR DUPONT PVB 32 7116" LAMINATED (3116A & 3/16HS GLASS) .623" —•-I 85 13116" GLAZING BEAD . • .090 DnERLAYER - SO N LUT OR DUPONT PVB • • • 9000 • s • • • 33 7116' LAMINATED (3/16HS & 3/16HS GLASS) " MAT'L: 6063-TB • • • • • • .090WTER LAYER- soL11TIAORDUPONI'PVB 450 865 DWG #7047 .... . . *000 . 40 7036 GIAMG BEAD (5116 • 41 7042 GLAZING BRAD (7/16°) 1.124" • • • • • • • • 43 1224 6TP247 VAIYLBUL73 wS7P • • • * i 1LICONE- DO Tm. ® 41 7116" GLAZING BEAD • . . . • 44 8 MATL: 6063 -T6 • • • • 04:0 45 PARABOND • DWG#7042 12 •• • �••• •••• 50 46 1634 7006 6163K BIAMK � • 7 � ' • a • • i • • s • SCREEN 51 7040 SCREEN CORNER KEY • • • • • • 5 2 SCREENCLOTH .462" • • 53 1635 61635K SCpx-m SPLINE- SERRATED . • • • • • • 54 1 331 60976 CASEMENT SCREEN CLIP 444 1.044° • • • • • • • 55 78x12PSTWA3 #8X.500 SQ. PK TEK SMS _� 493" • • s • • • • • • • • 67 7004A 67004 CASEMENTFRAMEASS'YY.TUBB .423 " — 68 712X1PPT 12 X 1" PH. PFM TEK 69 7011 .00K SUPPORT PIATE 67 CASEMENT FRAME 70 7012 LOCKSPACER 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE 71 7019 711573 SNAP- ONT- HANDLEKNOB MATL:6463 -T6 MAT'L :6463- -6 / 72 7018 7FLDHD FOLDINGHANDLE DWG# 7006 DWG# 7004A AO e . nowstom F.K am= a Aa0 r3v,s•LC GLASS a otaaNO WAD # tOTOTEC19dOLOCdYDANE PARTS LIST & EXTRUSIONS 4c;T A F.K WOW c NO CHANGE7MSSHEET HOKOM,S,FL34276 rdr FA a23ros D . AD WLmiTO TEM 44, AND 89 P.O. sqxmg ALUMINUM CASEMENT WINDOW, IMPACT Luca PE m PAL D— a M. �: NDKOMlB. R 34274 Visibly Better amr A°41 �"` PE b8201 F.K, t?!17/Q2 _ CA 74O NTS 12 13 704&6 D Mechanlc;W 2x WOOD BUCK A 1x WOOD BUCK 2x WOOD BUCK A 1x WOOD BUCK (SEE NOTE 3) 1W MAXS SH M TE 3} (SEE NOTE 3} 1/4" MAX. SHIM NOT 3} 1/4" MAX SHIM 114" MAX. SHIM - 1� . � SEE NOTE 1 'i `1!' .' . ®SEE NOTE 2 ASEE NOTE 1 ®E NOTE 4 . ASEE NOTE 2 ;; i �� ++ I �E SEE NOTE 4 '1 1� r SEE NOTE 4 + , .. SEE NOTE 4 L 1 1 112" 1 1/4" 1 112° 1 1/4" MIN. MIN. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W1 TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 1 1/2" OR MORE THICK LESS THAN 1 112" THICK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ---) 1/4" MAX. SHIM ASEE NOTE 1 I SEE NOTE 4 ,w ASEE NOTE 1 A EE NOTE 4 NOTE: ALL DETA{LS - ' APPLY TO HEAD, SILL, AND JAMIE. 0 000 0 0 ••i i • • • •••fii ' 1 • •ii• i • iii• • 1 1(4" 11/4' •.•: • i f • ••• •f • e MIN. MIN. • :••• i • • . OPERABLE UNIT FRAME FIXED UNIT FRAME ••• • •• •••• TO CONCRETE TO CONCRETE •• ; :••• •••• •••. • NOTES: ••i• 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" S84 : • i s 0 • • CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2112 0 . SEE SHEET 1 FOR SPACING. • • •••• •••• • 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114" ELCO TAPCONS OR 114" ELCO SS4 CRETE -FLEX. : • • • `•' • •• • i SEE SHEET 1 FOR SPACING. .. • i 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1117. 1 x WOOD •, BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Anw a r . RIC A n w ar 31 SW a NO CHANGE THS SHEEr � � ANCHORAGE DETAILS maw C NOCHANOETHfSSHEET = �NOtCOMI� �3TP ` ALUMINUM CASEMENT WINDOW, IMPACT FX 6rCi/05 D REVISE ROTES AHD REUM 3116 "TAPWM A #14 SCREWS P.O. BOX im Luce" A Tumea P.E. MWOkO, Ft 0274 Irbibly Better � ` PE #=l rx 2117102 -- - C A-740 NTS 13 -t 13 704" D n ,� e � 64 JAN 2 4 20071 . •..... .... iN • • • •: • : • • M 4fl -DXV1 CTOUNl'Y, FLORIDA EMMEM METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • ° ; ; • • • : 1 ►MI, TORIDA 33130 -1563 • • : • : : :(3§1 ° rAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • •' :: ' :wl4builagcodeonline.com PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing rise o als. The documentation submitted has been reviewed by Miami -Dade County Prod c4 i o d c ted by the Board of Rules and Appeals (BORA) to be used in Miami DadeCoun d . ie b Y the Authority Having Jurisdiction (AH1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andlor the AH1(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -101 Oatswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 9 Of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 09277.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda NOA No. 06- 0807.07 ° Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 . . . • • . . . . . • • ••• • • . ... • • • • ... PGT Industries • . . ••• NOTICE OF A EVIVENCE SUB 3MZTTTED•0 . • • • . • • • • • • •• ••• • • • A. DRAWINGS (transferred from file #02- 0927.13) .... . .. ... .. 1. Manufacturer's die drawings and sections • • * i i i i i • • • 2. Drawing No. 972, titled , Aluminum French TZodr jp/$igejiW*, sheets:1 through 9 of 9, prepared by PGT Industries, dated 7 andlasf revised X09-27-06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. L Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02-0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dazed September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27 /06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1 -14-00, Prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTU E- 1 300 -02 S�rAy L1 haq L Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E -1 r . . ... . . . . .. .. . . . .. .. .. . . . . . %: . . . . • . .... . .. . ... PGT Industries 0. 0 . 0 0 0 ... NOTICE OF ACCEPTANCE: EVII�TC StJBI'�•Eb : : : • . ... ... . . . D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issuVow t. Vg .DgWTerrs. for "Butacite PVB ",expiring on 12/11/2010. '. . : '. 2. Notice of Acceptance No. 03- 0827.08 issued fo Solu$a,I& Ioi:,fo&& Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02-0702.01). 1. Statement letter of conformance and no financial interest, dated July 12,199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02- 0927.13. 2. E -mail correspondences dated May - September 2006 between PGT and BCCO. 3. Manufacturer's "Quality Operation Procedure", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. t s�� 1 • C. 1��.� Isha4 I. Chanda, P .E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2046 E -2 OXXO 0X0 36 1/8' MAX. 71 314" MAX. 36 118" MAX. 36 1/8" MAX 37 112 MAX.— 36 1/8" MAX. 33 3/8" 25" MAX 25" MAX. 33 318` 33 3/8" 25 MAX. 33 318' MAX. DLO DLO DLO MAX. DLO MAX OLO DLO MAX• DLO �3 %a' HINGE LOC. ACTIVE \ IN! C TYP. 96" 41 ACTIVE / Max �� \ 1 � SLIDE �t.T !! \ I ITEM \ t. ®21" TOP & 1307. \, �I / CONCRETE 85' 1/8" ® LOCK OPTION 85 1 /$" OCK 0 ON 13112- MAX. ITEM 41 MAX. M24 41 MAX. O.C. DLO WA 3BOLT { 71p0 { WOOD ITElA 32 LTj BALL mix I / p GENTERLINE / & t HINGE LOC. 3s 7YF 2° 13 114° HINGE LOC I TYP • 6" MAX. / • • ••••• • • •• �, __ L 6 1/2 MAX. "'o / ..._, � • • • ASTRAGAL INTERSEC17ON 13 112 MAX 0. C. • • • . • • *00000 (SEE NOTE 6 & CLUSTER DOOR— SIDEIIFE INTERSECT 9 • • • • • ® DETAILS A, 8, E & F. SHEET 3) (NOTE 6 & CLUSTER DETA1{ fk • • • • HEAD — CONC (3), WOOD (7) C, D. G & H, SHEET 3)0 A • • • SILL — CONC (6), WOOD (7) ANCHORAGE CONDITION 0000 • • • • • • • LARGE MISSILE IMPACT DOORS TYPICAL ALL CONFIGURA770AFS WAD — CONC (3) Waop • • .: • • • SILL - CONC (6), WOOD (7j . +Ariir 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) TYPICAL ALL COAFWRg71M • • • • • • • • • OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 11$" ANNEALED) • • • • • • I ' &�� OPTION 2 - .402 (3/$") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1 /$" HEAT STRENGTHENED) • • • OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16° ANNEALED) Reid SY • a�. • OPTION 4 - 7/16' LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) F.K. 7115106 REVI E ANC ORAGE • • 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) • • • • • • 3.) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. F.K. 9122106 & AM CtANGU • • • • • FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. Orom • • 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. PNDU RTES D.B. 7, • • 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 Orr ® ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ELEVATIONS OXXO & OXO ANSI /AF&PA NOS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. /j 2 I�' 1070 TECHNOLOGY ORNE 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA / NOXOMIS, FL J4275 ALUMINUM FRENCH DOOR W1 SIDFI_ITES BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Ro L Clark, P.E. edes /+aw+elc score: s+°°t +>ro'�9 Na. ff°"' 6.) CONFIGURATIONS: OXXO" OXO. DL 2a XX, X, AND 0 P #39712 P a BOX 1529 sa„ca,ral NoxoMls FL 34274 FD-101 NTS 1 9 972 F �wn7aMS ZL6 6 m Z SIN tOt — tZI r�zrF stNOxoN z1G60 3a 1O13H xaw „ss :neN 'att �HUUQ 7�+1S a1�5 /ea S W91 XW 'O'd 3'd 14 1 1 10 "1 View 9 - {•�-r{ Omm vo • XVYY .Z /! Ft SLZLF 7f SlYtONON L . I 313NONW '0 XM .it 'W S31R301S M aboa NON3?13 nnNInnw ome 0 QNV XO `OX `X XX - SNO11VA373 x"`" .9 Puam . . „z /t Ft g 9/1 9F 90ICZ16 W-4 070- • • �• 1!0 'OX X XX OOV 90/91/Z 'X& `l£ ££ • • •"� — as roWO Pam • itiPi G • • • SNOUKML4NO0 77V 7YJWL O w +�t�r►s + • • I G" '(9) ONOO - 7715 xvty .9/! sa • • • • • • • 00OM Y mo £) ON00 - aaH _ • • • • • • • • • • • • NOWONOO 39VXOHOW • • • • • • i • ® • C£ LMS H V 0 '0 '0 S • • • • • • �fOLL03S2l3tNt 73L7307S—SOOO (L) DOOM (£) IS — OV30 • (£ 133H5 j � 3 8 'V S7lV13 • • • • • • • • • • • • 0'O 7lVN NOUO3MGM 7VOV „t /t Ft 0'0 �fYW ,t /t £t m1Sfi70 -8 9 310N 33S) • • • • • • • tttSV • • • • / i : } xm .. 9 � � 'XVN .Z /t 9 • XVN.9 •••• •dU ff X07 30NOI lo W AI POUVO07 3& � .96 ooaM .9s / � I .96 /tXVN j lWB -OY30 X77V 1 171 tz / .3MONOO t* YM 7 070 aau 3132YJN00 tt } o 7Q C3AU�v} 070 n� tld3�(I ® !t K3.0 o t ® 1ra� z .a/t s a° °°°M " z .9/1 99 " .u� z .9 / s9 3WS 1 Il d WAL NI \ i / WI '007 38NIH 070 XVN 070 070 t 070 070 .9/£ F£ xm .St XVN .99 XVN ,St XVN .9Z .xm .9/1 9£ xaN ,z /t LF xvN .z / ! a — .ti / f £ u (NMOHS OX) X O (\d O 0 X 7 X x COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 NOTES 318° LAMI (3116" HEAT STRENGTHENED .080 PVB 1!8' ANNEALED 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. HEIGHTS 3.) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT - DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH = SIDELTTE WIDTH -2 3/4'. CONFIG. WIDTH 1 79.750 83.750 87.750 91.750 95,750 DOOR PANEL DID WIDTH = PANEL WIDTH -12 1/27. 4. THE OP FOR X% 91 MQ AND 9X2S.Q DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (4) COMPONENT. 30.000 +75.0s -75.0 +75.0, -75.0 +75.0 -75.0 +75.01-75.0 +75.0; 75.0 5. APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (G5) O 33.000 +75.0! -75.0 +75.0 +75.0 +74.2; -74.2 +71.9' -71.9 6.) ANCHORAGE: ANCHOR TYPES A OR B IN CONCRETE. ANCHOR TYPES A. B OR C IN WOOD. 36.125 +75.01 -75.0 +75.0:-75.0 +71.5 -71.5 +67.8' - 67.8 +64.4 -84.4 HEAD &SILL 6 1 /2" MAX. FROM CORNERS AND 13 1/2" MAX O.C. t ANCHOR TYPES A OR B CONCRETE S~SBSTRATE- X 37.500 +75.51-75.5775.5775.5 +75.01 -75.0 +75,0` -75.0 +75.0; -75.0 HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERUNE & (1) ANCHOR ON CENTERUNE (TOTAL 3). SEE DETAIL A HEAD AT DOOR - SIDELITE INTERSECTION: 4' MAX. ON SIDELITE SIDE AND 4" & 8' MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. XX 1 71.750 +75.0!-75.01+76.0'-75.0 +75.01- +75.0; - -75.0 SILL AT ASTRAGALS & DOOR - SIDELITE INTERSECTION: 4 ". 8' & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. OX XO, OXO, 2)00 DESIGN PRESSURE =WIDTH DP OF ABOVE SIDELITE sIDELTTE JAMBS' 6" MAX. FROM CORNERS AND 13 1/2' MAX. O.C. - - DOOR JAMBS: 6" MAX. FROM CORNERS AND 21' MAX. O.C. ANCHOR TYPES A. B OB C WOOD SUBSTRATE HEAD AND SILL AT ASTRAGALS: 4 ", 8' & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTIONS 2.3 AND 4 HEAD AND SILL AT DOOR - SIDELITE INTERSECTION: 4. 8' & 12' MAX. ON SIDELITE SIDE AND 4', 8', 12, & 16' ON DOOR SIDE (7). SEE 318" LAMI (3/1(" HEAT STRENGTHENED .090 PVB 118 HEAT STRENGTHENED) DOOR AND SIDELITE JAMBS: 6 MAX. FROM CORNERS AND 13 1/2 MAX. O.C. 7118" LAMI (3116" HEAT STRENGTHENED .090 PVB 311i' ANNEALED) 7116" LAMI (3116" HEAT STRENGTHENED .090 PVB 3118 HEAT STRENGTHENED) HEIGHTS to MIX to � ts' ta7vt CONFlG. WIDTH 79.750 83.750 87.750 91.750 95.750 I »+ E-84' MAX. 84 O 38.125 +75.0; -75.0 +75.0 75V) 75.0 +75.0: 75.0 +75.0: -75.0 X 37.500 +75.01 -75.0 +75.0; -75.0 +75.0 +75.0; -75.0 +75.0 -75.0 X( 71.750 +75.01-75.0 +75.0:-75.0 +75.0, -75.0 +75.01-76.0 +75.0; 75.0 OX XO, OXO, O)OCO DP (ALL HEIGHTS TO 95.750) +75.0' 75.0 I DETAIL E (ASTRAGAL HEAD) DETAIL G (DOOR- SIPELITF HEAD) •...•� •...•. WOOD SUBSTRATE 4 • .. .�_ MAX 4" MAX . 4" /� /� sya••• • •••••• I--I h-- ' AIAX. 8' 'NAX. .( • • ••• • • • U i I I • • • ••• X11••- _ I X X 12' AuX • 16' ASX 4- AM. - 12 k..JE4 DETAIL A (ASTRAGAL HEAD) DETAIL C (DOOR - SIDELITE HEAD) DU_A-IL F (ASTRAGAL SILL) DETAIL H (DOOR- SIEM $ CONCRETE SUBSTRATA A - � F.K. W. DOW 7 15 06 t RE EaAM7N 1Cf F. K. 9 22 O6 MD Dm INDU oB 7 12 99 DESIGN PRESSURE TABLES Ja" MAX. -I fa" AJAX i 1070 TECHNOLOGY DRAM 71uo a° MAX - a' MAX. MAx � 4• MAX. NoKOM15 Fl. 1 ALUMINUM FRENCH DOOR W StDELITES L f Clark, P.F. S- i -lModM Scala: Shenk Oro+tnp No. Rx. PE $:,9.71: A.O. BDX 1324 DETAIL B ASTRAGAL SILL) DETAIL D (DOOR- SIDELITE SILL) swct-mI NOKOANS, FL 34a74 F D-101 NT$ 3 9 372 F i J/16' BEAT STRENGTHENED 3116' HEAT STRENGTHENED .-3 /1 6' HEAT STRENGTHENED 3116' HEAT STRENGTHENED 3116" HEAT STRENGTHENED 3116 HEAT STRENGTHENED 090 INTERLAYER (SEE NOTE) �^ .090 1NTERUtYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 090 INTERLAYER (SEE NOTE) r 090 INTERLAYER (SEE NOTE) 090 INTERLAYER (SEE NO 1/8" ANNEALED ( + t /8" ANNEALED 1/8" HEAT STRENGTHENED 1/8' HEAT STRENGTi1ENE0 Tfl 3/16 ANNEALED 3 /t6 ANNEALED 4 4 .437 ,437 .437 .437 .437 .437 EXTERIOR ® EXTERIOR ® EXTERIOR EXTERIOR EXTERIOR EXTERIOR DOOR S1DELtTES DOOR �JDELITES IDELITES _GLAZING OPTION 1 GLAZING OPTION 2 GLAZING OPTION 3 .402 W—A ° j LAMINATED .402 (318) LAMINATED ZZ 16" LAMINATED 3116' HEAT STRENGTHENED 3116' HEAT STRENGTHENED 090 INTERLAYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 3/16' HEAT STRENGTHENED 3116' HEAT STRENGTHENED • • • • I ` • • • •••• •••••• 4 • • • • •••••• • •••••• • .271 1 .271 •••••• • • • NOTE: INTERLAYER MAY BE DUPONT BUTAME PNB OR SOLUTIA SAFLE ( /KEEPSAFE M%IVV • • • • • • • • • • ® •••••• •• mo o•••• EXTERIOR EXTERIOR • • • • • • ��_wls aus • • •••••• Amp -O O •'Y • • • >41eWw Ogle: ReWBOnx • • •� 1 4 T F.K. . 7115106 E- N4 CHG i 0 SHr • Rend F.K. 9 F- ADD •MU71N & EXT. 10 •• • • • • • DOOR SIDELITES 1 DU 7 12 99 • • GLAZING DETAILS GLAZING OPTION 4 �6s 1070 TECHNOLOGY '"`°' 7�1s" LAMINATED < << NOMM FL 34275 ALUMINUM FRENCH DO OR W1 SIDELITES Robert L Glark. RE -- -wlmoae1: Scar Sheet Drorltq No. Rer PE 139712 KOKOOUS L 4274 F 13 REFERENCE TEST REPORT: FTL - 2067 str=wra� FO -101 NTS 4 or 9 9 72 OUTSWING ® OR = 3 = EA SEE SHEET 3 FOR ANCHORS Z tO ! s 1.750 � H r SHEET 3 FOR ANCHORS 114 MAX. wumf r SNl4l TYP. s 33 3 s 2 Ixo I !0 a 250LO 1r —.830 J. —1/ OPENING I` 3. f00 MAX. ac 68.264 OVERALL PANELS 71 314 1 @0 f I oXXO ® alp ® MACMVE 4 1.479 1.479 T ; s OUTS W/NG ® 10 • 5.459 2 3 2 f.8D0 ® = 4.000 f 19 1.750 s 1.750 low OPENING 96 L s 25 MAX. _= 25 MAX 1 HT AIA7L t DLO s DLO ! .� OLO X 58.254 OVEM PANES 71 3/4 THRU THRU ® DOOR 4.000 a 4.515 SI DELI TE 33 3/8 _OUTSWJNG s 37112 = MAX. DLO s 1.486 e • • } EXTERIOR s 4 • •. • 7Efl • • . • SEE SHW Is FOR ANCHORS `� 1.750 ROI1t,Yi oUTSWtNG I-- 3.000 3.100 • . • 3.000 OPENING see ° • • • ••.• • • • • s INT s 25 bW VERTICAL SE • • i • • • OX0 I I z - • �— • ,••.• DLO � .880 •.•• maeAs E IOR t.480 i---F °* mi.i. ® HORIZONTAL SECTIONS i so OUTSW/NG s 37 112 EXTERIOR r rs F.K. 5 06 • w 2 F.K. 9 22 06 L007 bLAPE11t'AIm • • • • • D.B. 7 12 99 • • 3.000 °- —' S ECTIONS y 06 i6 7aRS" ALUMINUM FRENCH DOOR W1 SIDELITES X 25 MAX. Robart Clark. P.E. - 1-11104* Soots: wmt fkowkg No. xm s DLO INTERIOR PE X39712 P.G A BOX 1329 a swawroi NOKO=WrS; FL 34274 FO - 101 NTS 5 �+ 9 972 F ' � � / � E�[ic]L� ..if; �T�r:��F/ 4 r .._ �Ci!z��lt- y • " �� ►�� I C3L� GTE I! SUN Q �:�nl�:�-�"Krily:ti?r• 1FZLi��i�� /!I♦ . r C7ly3�!i a ktrfL�C�il�� r •J % O I ®F3riL. W, m 1 f£7L.7,` +... M1(,A r - r` . M Yj 7• ji _ mum ;� �i % lid [;la:��i�C�i[it' « �:r'''�T'ti3CYr I W -M . y7: ,h FI•FI •i�F� 7['7Xil , Trr7t;Z:?�� Lam. _;�_ ! _ Fl�ti7 �� L'L�7t�•lLTI ;T►�:7r:+7� � ��/ z .. :r.. FL•�"�iG� r�yrZ n+�� MEN AT s +� O '% • 0 ra0 lm S © "r Itl. t'��i7iif� , �7%:r7� r ', M � W -im 0 1� rL'1 1-. .11 "r l�.Il.^� l'l�i(L�� E L F , T� , �► ) T'1•`1 r J .r7 ^l_7�1 ,(� * -.� ,r r' , ri!! r a© , 1771 IU l� �ii •�'� r r. - WTIM 0 0Ulmvl-_ --' `. .i � mrm '.: , « • . i�lZlAlfl'i11 =!l� 'fL�:� �Ph = W E kfflM � ,� O L � p J...,: Yrnar,� •��m nn ! SSS S S r /mi � ` i B IL L MATERIA i I., 1.750 1.750 1.750 —1.750 F1.460 .062 4.000 .062 4.100 .062 4.100 .062 4.100 4.675 4.675 ,050 3.000 Q 1 DOOR PANEL HEAD & SILL DOOR PANEL JAMB DOOR PANEL, DOOR PANEL, O ET6A UM. 6063 —T5 ALUM. 6063 —T5 ALUM. O INTERIOR ASTRAGAL O EXTERIOR ASTRAGAL. 6063 — T5 ALUM. 6063 — T5 ALUM. 3000 .050 1.520 .125 1.500 I 111 •••• t + • • - 7 1.272 .050 i$6 i • • • • I 1.479 .250 —i �— —1 .750 f s�•••• i••••• ••••i• O 5 WEATHER STRIP CHANNEL TRUSS CLAMP ( --•�`. • 6063 — T5 ALUM. r r 6063 — T5 ALUM. 050 --[[ I • • • • • • h- - 300 0 •••• • • • • FRAME HEAD OUTSW/NG THRESHOLD • • • • • • • • • • • • • • • 375 LD 6063 —T6 ALUM. 6063 —T6 ALUM. • • • • W-6 00 : ersd ay a • • • ee 1. L • • • 2.125 F.K. 7115106 E— UP ALLOY, 6,7 125 Hand Br • l FK. 9 F —N 7 SFfr • • • •• • • tND 5CR1 F:x 9% 102 �•: HINGE EXTRUSION EXTRUSIONS PROFILES, DOORS r6 6063 —T5 ALUM. %/ Z "f ' N0L �'42 ALUMINUM FRENCH DOOR W1 SIDELITES Robert 4 Clark. P.E. P.O. BOX 1529 Sense /Metleh. sce* �tr Orawtng No. Rev: PE #39712 NO 595, FL 34274 FD -101 NTS 7 01 9 972 F Structural J.100 3. fOD -- --J I — --� r.as01 1 1.4799 .050 4.586 3.000 075 5.459 r .0 T - t - . 075 1.578 --1 062 35 SIDEUTE JAMB 1 .800 6063 —T6 ALUM. SIDEL E BOTTOM PAIL 06 iw 37 6063 —T6 ALUM. 1.800 O SMITE HEADER 36 6063 —T6 ALUM. 5655 • • 3.111 • • •••• •••••• .050 .550 •••••• • •••••♦ • 1.400 •••••• • • • FILLER HEAD ADAPTER • • • • • • • • i • • • 47 6063 —T6 ALUM. • • while .050 •••••• .0 F.K. DOW. 06 — UPGRADE ALLOY, • ' • • T F.K. 9 2 06 F A0� 4r •••••• oot • • • • • • F.K. 9 9 02 • • O 6063 -E JAMB ADAPTER D 1>aeerlpBm 6063 - rs ALUM EXTRUSIONS PROFILES, SIDELITES now 107 °` 342 ALUMINUM FRENCH DOOR W1 SIDELITES �Roba I- CIe 2 P.E. P.O. 80X 1329 =�ODluodab scdo: Sheet: °raring No. Rar. strucwrcl NOKOW FL 3427 FD -101 NTS 8 a 9 972 F .•. 1 318 '.. !•� .. :•� .. tl ^^ MIN. .� . 1 3 8" " , Id' s •�.� 4 a'..; •a . 4II 1 318 _ •. . MIN ! [., ' •• ; L. n ' t�- MIN. L" I SHIM " 1 SHIM �— 1 14* 1 Mi 8 ,•/ 1 I t 1x BfICI{ I I 11 SHIM NOS aJ I 1 zx WOOD BUCK 11 I x WOOD NO E2) ! 1 I 1 1 I r (sfE NOTE a) 11 I 1 �( N0) I I CONCRETE ANCHOR WOOD ANCHOR CONCRE ANCHOR / (SEE NOTE 1) (SEE NOTE t} TYP. HEAD (SEE NO� TYP. HEAD tsEE NOTE 1) F IN. t I N . MIN CONCRETE ANCHOR a (SEE NOTE 1) 4 , euac TYP. SIDELITE HEAD TYP. SIDELITE HEAD (SEE NOTE 2) CONCRETE ANCHOR WOOD ANCHOR (SEE DOTE 1) _ _ _ — t' 4 •: ° (SEE NOTE 1) (SEE NOTE 1) 1! • :.. • : ' : t 3/8" MIN 1 f ' : 2x WOOD BUCK 114 MAX SHIM � �--• 1/4" MAX SHIM W ,-! — q : • : U (SEE NOTE a) TYP. JAMB TYP. JAMB TYP. SIDELITE SILL TYP. SIDELITE SILL N OTES• 0.00 CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MWNI —OADE COUNTY APPROVED 1j 4 ff_& TAPCONS OR 1/4 SS4 CRETE W. (SEE NOtE 1) 114" MAX AAAMB SP FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS), 1/4 ELCO TAPCONS OR 1/4 S54 CRETE —P&X. %INIMUM FROM ANCHOR TO SEE NOTE 4 (SEE NOTES 8 & 7, �R: 3 CONCRETE EDGE IS 1 )/4 - . SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, fjAQU1RED, ;T2 TRIMF%404. • 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNINS"lN6S • • • e :. THAN 1 1/2 - . WOOD BUCKS DEPICTED AS 2x ARE 1 1/2 THICK OR GREATER. INSTALLATION TO T{�F.SIj�STRgTE . • . . 1 318" MAN. i 1r < = OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDIM • • • • .':I I'' :•• 0000 0 •• 00000 V ,;. 3. WOOD BUCKS LESS THAN 1 1/2' THICK ARE OPTIONAL (PRODUCT MAY 13E INSTALLED DIRECTLY TO • i • • • TYP, SILL 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT BR OTHER MAT'L wM6f1o 0 (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TQ ",I§STRATE, WOOD ANCHOR AND TRANSFER NEAR LOAD TO SUBSTRATE (SEE NOTE 1) W. Date: 114" M •Sit . U! • AX. TYP. JAMB SIDELITE FK� 71141106 E —R /tSE ANCNORACE • SEE NOTE 4 F.K. 9122106 F—N OE& 01ST 000 0 0 • • • • INDUSM D.S. 77 ' 1 99 • •0 1 MINN. ' 1 WoW y ANCHORAG f � 2 (SEE NOTE a E 1070 TECIA01 r mww TYP SILL NOKOWS, a 34275 ALUMINUM FRENCH DOOR W1 SIDELITES bert L Cork. No. Re P.E. P.O. 80X 1$28 � B / mv*b ' smia. tlraeda Sara # 39 7 1 2 rral NOKOA!!S. FL 34274 FD -tat NTS 9 w 9 1 972 F PE ...:....:... : i FORM 60OA -2004 • :• ' ' ' • •• EnergyGauge® 4.0 FLORIDA ENERGY EFF.ICIENCY'.CJDE FOR BUILDING C 1 SfA 8, 113N Florida Department of COmfllunity Affairs Residential Whole Building PerformanpeNetl eqA Project Name: Pacheco Addition ' • •BQilcr; :. • Address: 348 NE 91 Street •,� f'*TAFdhg:0$fia?• " City, State: Miami Shores, FL 33138- Permit Number: Owner: Pacheco Jurisdiction Number: Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER 12.00 — 4. Number of Bedrooms 1 _ b. N/A — 5. Is this a worst case? No _ — 6. Conditioned floor area (ft 1400 ft _ c. N/A — 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) — a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 84.0 ft — a. Electric Strip 17.0 kBtu/hr _ b. SHGC: 4 COP: 1.00 — (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft — b. N/A — 8. Floortypes — a. Slab -On -Grade Edge Insulation R =0.0, 166.0(p) ft _ c. N/A — b. N/A — c. NIA _ 14. Hot water sy stems 9. Wall types a. N/A � — a. Concrete, Int Insul, Exterior R=5.0,400.0 ft _ it JAN 2 4 2001 — b. Concrete, Int Insul, Exterior R=5.0,280.0 ft _ b. N/A — c. Concrete, Int Insul, Exterior R=5.0,540.0 ft _ d. N/A _ c. Conservation credits �: ®- - - > - -- e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft 15. HVAC credits PT9 — b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R- ft MZ-C- Multizone cooling, b. N/A _ MZ- H- Multizone heating) Glass /Floor Area: 0.15 Total as -built points: 18399 PASS Total base points: 19669 1 hereby certify that the plans and specifications covered by Review of the plans and s this calculation are in complianc%Xvith the Florida E y specifications covered by this Ogg T " p Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. DATE Before construction is completed this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. co b W OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages &4. EnergyGauge® (Version: FLRCSB v4.0) ••• 0 : 000 FORM 60OA -2004 •�• ' ' ' ••� EnergyGauge® 4.0 SUMMER CALCULARON; Residential Whole Building Per m ncd,IVr'ithddQ - Details p ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- •• ; .'. :' • PERgQIT #: • • BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1400.0 32.50 8190.0 Single, Clear S 0.0 0.0 36.0 66.93 1.00 2409.3 Single, Clear E 0.0 0.0 72.0 78.71 1.00 5667.2 Single, Clear W 0.0 0.0 96.0 70.53 1.00 6770.6 As -Built Total: 204.0 14847.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 400.0 2.00 800.0 Exterior 1220.0 2.70 3294.0 Concrete, Int Insul, Exterior 5.0 280.0 2.00 560.0 Concrete, Int Insul, Exterior 5.0 540.0 2.00 1080.0 Base Total: 1220.0 3294.0 As -Built Total: 1220.0 2440.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 96.0 6.40 614.4 Exterior 96.0 6.40 614.4 Base Total: 96.0 614.4 As -Built Total: 96.0 614.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1400.0 2.80 3920.0 Under Attic 19.0 1400.0 3.72 X 1.00 5208.0 Base Total: 1400.0 3920.0 As -Built Total: 1400.0 5208.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 166.0(p) -20.0 - 3320.0 Stab -On -Grade Edge Insulation 0.0 166.0(p -20.00 - 3320.0 Raised 0.0 0.00 0.0 Base Total: - 3320.0 As -Built Total: 166.0 - 3320.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1400.0 18.79 26306.0 1400.0 18.79 26306.0 EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 :. :• 0 EnergyGauge® 4.0 SUMMER CALC S ••• •;0 .. 0. Residential Whole Building PerfQP ncq'V6 * jh6 * doA - Details ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- •• ;•. : :PtRdlI #: • • • BASE AS -BUILT Summer Base Points: 39004.4 Summer As -Built Points: 46095.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(12.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 46096 1.00 (1.07 x 1.165 x 0.90) 0.284 0.950 13921.6 39004.4 0.4266 16639.3 46095.5 1.00 1.119 0.284 0.950 13921.6 EnergyGauge*m DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 • . ..• FORM 60OA -2004 0 • ' ' ' "' EnergyGauge® 4.0 WINTER CALCULATIONS •'• Residential Whole Building Perrrtano,,IVI'�thod A - Details ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- • • • • • • • PERyIIT #: • . • • • . . . ; : : : • • • : :.. .. BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF =Point 18 1400.0 2.36 594.7 Single, Clear S 0.0 0.0 36.0 4.49 1.00 161.8 Single, Clear E 0.0 0.0 72.0 4.77 1.00 343.5 Single, Clear W 0.0 0.0 96.0 5.49 1.00 527.2 As -Built Total: 204.0 1032.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 400.0 0.90 360.0 Exterior 1220.0 0.60 732.0 Concrete, Int Insul, Exterior 5.0 280.0 0.90 252.0 Concrete, Int Insul, Exterior 5.0 540.0 0.90 486.0 Base Total: 1220.0 732.0 As -Built Total: 1220.0 1098.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 96.0 1.80 172.8 Exterior 96.0 1.80 172.8 Base Total: 96.0 172.8 As -Built Total: 96.0 172.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1400.0 0.10 140.0 Under Attic 19.0 1400.0 0.14 X 1.00 196.0 Base Total: 1400.0 140.0 As -Built Total: 1400.0 196.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 166.0(p) -2.1 -348.6 Slab -On -Grade Edge Insulation 0.0 166.0(p -2.10 -348.6 Raised 0.0 0.00 0.0 Base Total: -348.6 As -Built Total: 166.0 -348.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1400.0 -0.06 -84.0 1400.0 -0.06 -84.0 EnergyGauge® DCA Form 60OA -2004 EnergyGauge@ /FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 : •�• ' ' EnergyGauge® 4.0 WINTER CALCULATIONS •': Residential Whole Building Perri t1licg ,Method' A► - Details ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- • • :: :0: • PERgjIIT #: . • • BASE AS -BUILT Winter Base Points: 12067 Winter As -Built Points: 2066.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 2066.8 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 2204.2 1206.9 0.6274 757.2 2066.8 1.00 1.123 1.000 0.950 2204.2 EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge@1FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 EnergyGauge® 4.0 WATER HEATING & CODE . CQMP•L�ANCEZTATUS Residential Whole Building Perf rpfinc ;iVt hdd��c - Details ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- •. . . •• MpAIT #: • • • • • • • ••• •• BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2273.00 2273.0 1 1.00 2273.00 1.00 2273.0 As -Built Total: 2273.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16639 757 2273 19669 1 13922 2204 2273 18399 PASS ° ,t Sr� GQD W EnergyGaugeTm DCA Form 60OA -2004 EnergyGaugeWlaRES'2004 FLRCSB v4.0 . : ;•: : : • FORM 60OA -2004 ; .:o • '•• EnergyGauge® 4.0 i i Code Compliange Checklist•. ••: • • . • Residential Whole Building PerF ©rxri nce, 1hcA4woA -Details .. ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- „ . . • •• ;I�i~ftlf #: ..•• • A . 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST •; ;; :•: ;•; ..• COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 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 exterior 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" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 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 & top 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.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 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. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 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 %. Shower heads 612.1 Water flow 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. WAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugaTm DCA Form 60OA -2004 EnergyGauge@ /FIaRES'2004 FLRCSB v4.0 • ••• O •• � i•0 t • : • • ENERGY PERFORMA DISPLAY = •' • • " '•' • ESTIMATED ENERGY PERFORPt"i J404iA 841, The higher the score, the more tiptiot }he liaome. •" ' • Pacheco, 348 NE 91 Street, Miami Shores, FL, 33138- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 12.00 _ 4. Number of Bedrooms I _ b. NIA — 5. Is this a worst case? No _ — 6. Conditioned floor area (ft 1400 ft _ c. N/A — 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) — a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 84.0 ft — a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft — b. N/A — 8. Floor types — a. Slab -On -Grade Edge Insulation R =0.0, 166.0(p) ft _ c. N/A — b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A — a. Concrete, Int Insul, Exterior R=5.0,400.0 ft _ — b. Concrete, Int Insul, Exterior R=5.0,280.0 ft _ b. N/A — c. Concrete, Int Insul, Exterior R=5.0,540.0 ft _ — d. N/A _ c. Conservation credits — e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft _ 15. HVAC credits PT, _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,30.0 ft _ M&C- Multizone cooling, b. N/A _ M&H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o4 iB sT.g� 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 yQ` e,' I,, °��+� based on installed Code compliant features. nai V Builder Signature: Date: Address of New Home: City/FL Zip: 0 00 wu l *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information about Florida's Energy E, f,�iciency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see er inter Glass outp RCS ' N 'es 0 4. $ner au ft . ••• BUILDING INPUT SUIVIKAXRY REPORT go o Title: Pacheco Addition Family Type: : S:igle: , • Afar ss Tppe•. + Street Address Owner: Pacheco New /Existing: ' aeW •: • "'Lot NIA W # of Units: 1 Bedrooms: 1 Subdivision: NIA O Builder Name: (blank) Conditioned Area: 1401 , , . • � bolt •• WA 0 Climate: South Total Stories: 1 •, �•: 6t►1pC :' • 338 NE 91 Street Q, Permit Office: (blank) Worst Case: No ; : • • td$n$r::90 • �iVliami -Dade Jurisdiction #: (blank) Rotate Angle: (bla • • City, St, Zip: Miami Shores, FL, 33138 - # Floor Type R -Val Area/Perimeter Unite N # Door Type Orientation Area Units O 1 Slab -On -Grade Edge Insulation 0.0 166.0(p) ft 1 1 Insulated Exterior 24.0 ft 4 O O ..1 O LL C N # Ceiling Type R -Vat Area Base Area Units # System Type Efficiency Capacity (' 1 Under Attic 19.0 1400.0 ft 1400.0 W 1 Z 1 Central Unit SEER: 12.00 42.0 kBhi/hr Z J J O W O V Credit Multipliers: None V Credit Multipliers: PT # Wall Type Location R -Val Area Units # System Type Efficiency Capacity N 1 Concrete Block - Int Insui Exterior 5.0 400.0 fN 1 Z 1 Electric Strip COP: 1.00 17.0 kBtu/hr ..I 2 Concrete Block - Int Insul Exterior 5.0 280.0 111 1 J 3 Concrete Block - Int Insui Exterior 5.0 540.0 ft 1 Q W = Credit Multipliers: PT # Panes Tint Omt Area OH Length OH Hght Un # SW Return Air Handier Supply Sup 1 Lo n Location Location R -Val Lend 1 Single Clear S 38.0 ft 0.0 ft 0.0 ft 1 WO 1 Uncond. Cond. Interior 6.0 30.0 It 2 Single Clear E 24.0 ft 0.0 ft 0.0 ft 3 V 3 Single Clear W 24.0 ft 0.0 ft 0.0 It 4 Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W a 3 U # Use Default? Annual Operating Cost Electric Rate - 1 Yes WA NIA Z EnergyGauge® (Version: FLRCSB v4.0) . .. . . . ... . FORM 60OA -2004 ; ; : EnergyGauge® 4.0 . . ... • • • • •.• FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRU TI ICI; Florida Department of CgWrnp'ty Pg;irs.• •.• •.• Residential Whole Building Performance Method A d 07 Project Name: Pacheco Addition • • 1tlg4' " "' " ® b Address: 348 NE 91Street �'. F 09W *. City, State: Miami Shores, FL 33138- .. • F:er2ni1 Wur4ber::.. . • o 8 y'XX 4q% Owner: Pacheco Jurisdiction Number: ° Climate Zone: South 1. New construction or existing New — 12. Cooling syst 2. Single family or multi - family Single family — a. Central Unit p: 42.0 kBtu/hr — 3. Number of units, if multi - family 1 — SEER: 12.00 _ 4. Number of Bedrooms 1 — b. N/A — 5. Is this a worst case? No — 6. Conditioned floor area (ft 1400 ft — c. N/A — 7. Glass type and area: (Label rcgd. by 13- 104.4.5 if not default) — a. U- factor: Description Area 13. Heating sy (or Single or Double DEFAULT) 7a(Sngle Default) 84.0 ft — a. Electric Strip Cap: 17.0 kBtu/hr — b. SHGC: COP: 1.00 — (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft2 — b. N/A — 8. Floor types — a. Slab -On -Grade Edge Insulation R=0.0, 166.0(p) ft — c. N/A — b. N/A — — c. N/A — 14. Hot water 'ems 9. Wall types a. N/A — a. Concrete, Int Insul, Exterior R=7.0,400.0 ft — — b. Concrete, Int Insul, Exterior R=7.0,280.0 ft — b. N/A — c. Concrete, Int Insul, Exterior R=7.0,540.0 ft — — d. N/A — c. Conservatio — e. N/A — (HR -Heat recovery, So 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft 15. HVAC credits PT, — b. N/A — (CF- Ceiling fan, CV -Cross ventilation, c. N/A — HF -Whole house fan, 11. Ducts — PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 30.0 ft MZ- C- Multizone cooling, b. N/A — MZ- H- Multizone heating) Glass /Floor Area: 0.15 Total as -built points: 17991 PASS Total base points: 19669 I hereby certify that the plans and specifications covered by Review of the plans and g IX3E S� this calculation are in complia with the Flori Energy specifications covered by this 0 a - Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. DATE 7k i1 04 Before construction is completed this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. o� M OWNER/AGENT: BUILDING OFFICIAL DATE: DATE: 1 J 1 Predominant glass type. For aetual glass type nrd areas, see Summer & Winter Glass output on page 2 &4. EnergyGauge® (Version: FLRCSB v4.0) 00 GP . . ... • • . .•. - •• •• • e • •• •• • • • • • • • • • • • BUILDING INPUT SUMMA : 11Y ) 4RT • ••• • •• Title: Pacheco Addition Family Type: . ingle • Address - ypg: • Sjdat Address Owner: Pacheco New /Fxdsting: • • • • • Lbt 9j • • • • K% • W # of Units: 1 Bedrooms: 1 Subdivision: N/A 3 Builder Name: (blank) Conditioned Area: 1400 Platbook N/A Climate: South Total Stories: 1 • • • • �trae�:• i • • ,V8 NE 91Street 0. Permit Office: (blank) Worst Case: No Miami -Dade Jurisdiction #: (blank) Rotate Angle: (blar,N) : : • •City S14 Zlpt • • Miami Shores, FL, 33138 - # Floor Type R -Val Area/Perimeter Units N # Door Type Orientation Area Units 0 1 Slab -On -Grade Edge insulation 0.0 166.0(p) ft 1 1 insulated Exterior 24.0 112 4 0 0 J LL N # Ceiling Type R -Val Area Base Area Units 0 # System Type Efficiency Capacity (' 1 Under Attic 19.0 1400.0 ft2 1400.0 ft 1 Z 1 Central Unit SEER: 12.00 42.0 kBtu/hr Z ,J J_ 0 W 0 V Credit Multipliers: None V Credit Multipliers: PT # Wall Type Location R -Val Area Units # System Type Efficiency Capacity N 1 Concrete Block - Int Insul Exterior 7.0 400.0 ft 1 Z 1 Electric Strip COP: 1.00 17.0 kBtu/hr ..1 2 Concrete Block - Int Insul Exterior 7.0 280.0 ft 1 ..1 3 Concrete Block - Int Insui Exterior 7.0 540.0 ft 1 Q Credit Multipliers: PT # Supply Return Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Units Location Location Location R Val Length 1 Single Clear S 36.0 iN 0.0 ft 0.0 it 1 1,P 1 Uncond. Cond. Interior 6.0 30.0 ft 2 Single Clear E 24.0 ft 0.0 ft 0.0 it 3 3 Single Clear W 24.0 ft 0.0 it 0.0 ft 4 Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W 4 (n # Use Default? Annual Operating Cost Electric Rate { 1 Yes WA N/A 0 LL 0 LU Z_ EnergyGauge® (Version: FLRCSB v4.0) •• •• • • • % •• • • • • • • • • • • • FORM 60OA -2004 : : : : EnergyGauge® 4.0 . ....... .... SUMMER CALCULATIONS Residential Whole Building Perfcr4n� ice;. �e #h ®d A:*,Details . . . . • . • . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- • • • PERMIT #: 00 . • . • ... • •. BASE " ` ` AS -80i ff " GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area I Type /SC Omt Len Hgt Area X SPM X SOF = Points 18 1400.0 32.50 8190.0 Single, Clear S 0.0 0.0 36.0 66.93 1.00 2409.3 Single, Clear E 0.0 0.0 72.0 78.71 1.00 5667.2 Single, Clear W 0.0 0.0 96.0 70.53 1.00 6770.6 As -Built Total: 204.0 14847.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 400.0 1.60 640.0 Exterior 1220.0 2.70 3294.0 Concrete, Int Insul, Exterior 7.0 280.0 1.60 448.0 Concrete, Int Insul, Exterior 7.0 540.0 1.60 864.0 Base Total: 1220.0 3294.0 As -Built Total: 1220.0 1952.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 96.0 6.40 614.4 Exterior 96.0 6.40 614.4 Base Total: 96.0 614.4 As -Built Total: 96.0 614.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1400.0 2.80 3920.0 Under Attic 19.0 1400.0 3.72 X 1.00 5208.0 Base Total: 1400.0 3920.0 As -Built Total: 1400.0 5208.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 166.0(p) -20.0 - 3320.0 Slab -On -Grade Edge Insulation .0.0 166.0(p -20.00 - 3320.0 Raised 0.0 0.00 0.0 Base Total: - 3320.0 As -Built Total: 166.0 - 3320.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1400.0 18.79 26306.0 1400.0 18.79 26306.0 EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 • • • • • • • • • • FORM 60OA -2004 ; : : : EnergyGauge® 4.0 . ....... .... SUMMER CALCULATIONS Residential Whole Building Perf64n . �io6. 6 A:*,Details . . . . . . . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- • •• PERMIT #: _71 00 2 . •........ . BASE Summer Base Points: 39004.4 Summer As -Built Points: 45607.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(12.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 45608 1.00 (1.07 x 1.165 x 0.90) 0.284 0.950 13774.2 39004.4 0.4266 16639.3 45607.5 1.00 1.119 0.284 0.950 13774.2 EnergyGauge" DCA Form 60OA -2004 EnergyGauge@) /FIaRES'2004 FLRCSB v4.0 . . . ... . . . ... ... . ...... • . . . . . . • . . FORM 60OA -2004 EnergyGauge® 4.0 . ....... .... WINTER CALCULATIONS Residential Whole Building Performer e . . • . • . • . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- • � PERMIT #: BASE ' ' AS- dVl�g' •' GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1400.0 2.36 594.7 Single, Clear S 0.0 0.0 36.0 4.49 1.00 161.8 Single, Clear E 0.0 0.0 72.0 4.77 1.00 343.5 Single, Clear W 0.0 0.0 96.0 5.49 1.00 527.2 As -Built Total: 204.0 1032.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 400.0 0.70 280.0 Exterior 1220.0 0.60 732.0 Concrete, Int Insul, Exterior 7.0 280.0 0.70 196.0 Concrete, Int Insul, Exterior 7.0 540.0 0.70 378.0 Base Total: 1220.0 732.0 As -Built Total: 1220.0 854.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 96.0 1.80 172.8 Exterior 96.0 1.80 172.8 Base Total: 96.0 172.8 As -Built Total: 96.0 172.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1400.0 0.10 140.0 Under Attic 19.0 1400.0 0.14 X 1.00 196.0 Base Total: 1400.0 140.0 As -Built Total: 1400.0 196.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 166.0(p) -2.1 -348.6 Slab -On -Grade Edge Insulation 0.0 166.00 -2.10 -348.6 Raised 0.0 0.00 0.0 Base Total: -348.6 As -Built Total: 166.0 -34$.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1400.0 -0.06 -84.0 1400.0 -0.06 -84.0 EnergyGauge@ DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 . . ... . . . ... . . .. .. . . . .. .. . . . . . . . . . . . FORM 60OA -2004 EnergyGauge® 4.0 . ....... .... WINTER CALCULATIONS Residential Whole Building Perforimaioe:l�letl ed A .Details . . . . . . . . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- :0 PERMIT #: . . : *: %, . BASE ' ' AS -19V1EY " Winter Base Points: 1206.9 Winter As -Built Points: 1822.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts: Unc(S),Con(R),Int(AH),R6.0 1822.8 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 1944.0 1206.9 0.6274 757.2 1 1822.8 1.00 1.123 1.000 0.950 1944.0 EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 . . ... . . . ... . . . . . ... . . FORM 60OA -2004 ; : : : EnergyGauge® 4.0 . ........ .... WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Perfor n66ce; I I ®d ik:abetails . 0 . . . . . . . . ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: . ... . . . . .. . ........ . . BASE WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2273.00 2273.0 1 1.00 2273.00 1.00 2273.0 As -Built Total: 2273.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16639 757 2273 19669 1 13774 1944 2273 17991 PASS 06 S_' ............ G, °b WMS EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 . . .•. . . • ... . . .. .• . . • .. .• . FORM 60OA -2004 : 4 EnergyGauge® 4.0 Code Compliance Checklist .• Residential Whole Building Perfoinijoe;l�lcothed A:I*,petails . . • . . . .. . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRAC7fC@ • • • • • • ' • CHECK Exterior Windows & Doors 606.1.ABC.1.1 MaxImum:.3 cfm /sq.ft. window area; .5 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 exterior 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 >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 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 & top 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.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 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 %. Shower heads 612.1 Water flow 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 -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. 1 Common ceiling & floors R -11. EnergyGauge*m DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 • • • • • • • • • • • • •R• • • • • ••• ENERGY PERFORMANCE LEVEL (EPL) DISPLAY t: ;•: • : •: ••• • • • • • ESTIMATED ENERGY PERFORM ONCE SMI A . W4Jr • The higher the score, the more efficEe4 tie come: • • : : Pacheco, 348 NE 91 Street, Miami Shores, FL, 33138- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 1 _ b. N/A — 5. Is this a worst case? No 6. Conditioned floor area (ft 1400 ft _ c. N/A _ 7. Glass type and area: (babel reqd. by 13- 104.4.5 if not default) — a. U- factor: Description Area 13. Hearing systems (or Single or Double DEFAULT) 7a(Sngle Default) 84.0 ft — a. Electric Strip Cap: 17.0 kBhOv _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft — b. N/A — 8. Floor types — a. Slab -On -Grade Edge Insulation R -0.0, 166.0(p) ft _ c. N/A — b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A a. Concrete, Int Insul, Exterior R=7.0,400.0 ft _ — b. Concrete, Int Insul, Exterior R=7.0,280.0 ft _ b. N/A — c. Concrete, Int Insul, Exterior R =7.0, 540.0 ft _ — d. NIA _ c. Conservation credits — e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft _ 15. HVAC credits PT, — b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,30.0 ft _ M&C- Multizone cooling, b. N/A _ M&H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o4 28B sT�� 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: WE *NOTE: The home's estimated energy performance score is only available through the FL 41RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy E, f,�iciency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass ou on ages 2 &4. $nergyGauge® (Version: F RCS v4.0) i ENTERED VALUES ROOM BY ROOM By Home ------------------------------------------------------------------------------------------------- - - - - -, 1 Room - 001 DINING /FAMILY RM System - 001 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 575 ft' Flr -FIr 10.0ft Plenum Height: 2.0 ft People Type: General Office Space Number of People: 5 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 250 Btulh People Latent: 200 Btulh People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 heft'-°F /Btu Is There Carpet?: YES Lighting Type: Fluorescent, hung below ceiling, 100% load to space Room Design Cooling DB: 75.0 *F Room Design RH: 50% Fixture Type: SUSFLUOR Room Design Heating DB: 68.0 *F Percent Light Load to RA 0% Lighting Amount: 1.3 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Clg. Schedule: None Heating T -stat drfftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult 1 AIRFLOW INFORMATION Type Value Schedule Type Value, • Cooling Ventilation: Reception Area 15.0 dm/person Available (100 %) Heating Ventilation: Reception Area , • 15.00; WiIdNon • • • • • . Cooling Infiltration: None 0.0 air changesMr Available (100 %) Heating Infiltration: None • • • • ; 0.00 &!6 sWnges/hr • • • •• • 0000•• Vav Minimum Airflow: % Clg Airflow Available (100 %) Room Exhaust: a ag "air changes�hr Cooling Supply: To be calculated Heating Supply: • • • • 0 *To be calculated ; • • • •; Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: • • • • • J be c aftW --.d • • ROOM COMPONENTS •••• 00 0 0 ; 00 • •.•... • .•. ....• . • .. ct Pte• pit R .. •.. Area/ Const Type/ Glass Ad1 Temp! • 0 San/ Rmt • Ret! rct • Qmd F ctemal �emal ; • ; �ool T t P rm LLo • • •; • No Description Amount Dir Tilt Schedule U Val Alpha a Type Area U Val Shad adcng ading mp err: Cof • 1 Roof -1 575 fta 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None • • • • • • • • • 1 Wall - 1 190 fta 90 0 8* HW Block, 1 * Ins 0.172 0.90 1.00 Single Clear 1/4* 40 0.95 0.95 Overhang -None None • • •: • • • • 1 Misc Load 1 150.00 W Cooling Only (Design) 0 • 1'J • 0 0.00 Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07107/2006 Dataset Name: D :\CML Engineers\Projects- 2006\Pacheco Addition \CALCS\PACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 2 Room - 002 KITCHENIPANTRY System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 225 ft' Flr -FIr 10.0 ft Plenum Height: 2.0 ft People Type: Reception Area Number of People: 2 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 245 Btuth People Latent: 155 Btu/h People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 hr•ft *F/Btu Is There Carpet ?: YES Lighting Type: Recessed fluorescent, not vented, 80% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 °F Peroent Light Load to RA 20% Lighting Amount: 1.3 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Cig. Schedule: None Heating T -stat driftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier. 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type Value• Cooling Ventilation: Reception Area 15.0 cfm/person Available (100 %) Heating Ventilation: Reception Area 15.00; tf"I?e%on •. • • • • Cooling Infiltration: None 0.0 air changes/hr Available (100 %) Heating Infiltration: None ' • •' ; 0.00 rWnges/hr • • • • • Vav Minimum Airflow: % Clq Airflow Available (100%) Room Exhaust: if a(; air changesN Cooling Supply: To be calculated Heating Supply: • • • ro be calculated ;... •; Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: • • • • J be ci tildtt wi ' • ROOM COMPONENTS •••• •000 " "• .. . • �ctt p��• pit Rte ..... Ad! Tern • • • • SeN 12m/ • ReU Frc1 • • Areal Const Types Gmd Glass EfeMal �nterrlal • • • Cool He rm Lo ' No Description Amount Dir Tilt Schedule U Val Alpha Refl Type Area U Val had Shadinq Shading • Tmp T% 'erf Cos# " "' • 1 Roof -1 225 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None • • • • • • • • • 1 Wall - 1 230 ft' 270 0 8* HW Block, 1* Ins 0.172 0.90 1.00 Overhang - None None • • •: • • • • Project Name: Pacheco Addition TRACES 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D:\CML EngineersiProjects- 20061Pacheco Addition \CALCS\PACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 3 Room - 003 MASTER BATH/CLOSET System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 225 W Flr -FIr 10.0 ft Plenum Height: 2.0 ft People Type: None Number of People: 0 sq ft/person Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 250 Bluth People Latent: 250 Btu/h People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 heft'-°F /Btu Is There Carpet?: YES Lighting Type: Recessed fluorescent, not vented, 80% load to space Room Design Cooling DB: 75.0 *F Room Design RH: 50% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 *F Percent Light Load to RA: 20% Lighting Amount: 1.2 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Cig. Schedule: None Heating T -stat drlftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type Value, • Cooling Ventilation: None 0.0 cfm Available (100 %) Heating Ventilation: None . • 0.00:&" • • • • • • Cooling Infiltration: None 0.0 air changes/hr Available (100 %) Heating Infiltration: None •• s 0.00 aiaWwriges/hr Vav Minimum Airflow: % Clg Airflow Available (100 %) Room Exhaust: 0 air changes/hr Cooling Supply: To be calculated Heating Supply: * ro be calcuaated : • • • •: Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: • • • • JO be comlhft ROOM COMPONENTS *so* "" •••••• pet • R �T Fr a ••••• Adj Temg /. . Se Rm/ e , • Area/ Const Type/ Glass EEfx�eMal emal , • ; r o ol I�e3t, VIM I • • ; , No Description Amount Dir Tilt Schedule U Val Alpha a Type Area U Val had Shadmq ading mp A Le oe 1 Roof -1 225 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None • • • • • • • • • 1 Wall - 1 240 ft' 270 0 8* HW Block, 1 * Ins 0.172 0.90 1.00 Single Clear 1/4* 40 0.95 0.95 Overhang - None None • : • 2 Wall - 2 100 ft' 180 0 8* HW Block, 1* Ins 0.172 0.90 1.00 Overhang - None None Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D:\CML Engineers\Projects- 2006\Pacheco Addition\CALCSXPACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 4 Room - 004 MASTER BEDROOM System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 335 ftz Flr -Flr 10.0 ft Plenum Height: 2.0 ft People Type: Reception Area Number of People: 2 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 245 Btuth People Latent: 155 Btu/h People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 heft'• *FBtu Is There Carpet ?: YES Lighting Type: Fluorescent, hung below ceiling, 100% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: SUSFLUOR Room Design Heating DB: 68.0 °F Percent Light Load to RA 0% Lighting Amount: 1.2 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 *F Clg. Schedule: None Heating T -stat drftpoint: 55.00 *F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type Value . Cooling Ventilation: Reception Area 15.0 cfm/person Available (100 %) Heating Ventilation: Reception Area • , 15.00 :&"I'e?son **sees Cooling Infiltration: None 0:0 air changes/hr Available (100 %) Heating Infiltration: None * . s o ; 0.00 Wr."ngesthr . e •• •• • 000.0• Vav Minimum Airflow: % Gig Airflow Available (100 %) Room Exhaust: O.SU • air changes �ir Cooling Supply: To be calculated Heating Supply: * ro be calculated ;,.• •; Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: s • • • • Jo be qaMitift • • ROOM COMPONENTS se ' • e s • '; ", •••.•. 9 •.6 •6•.. as •• 6 096 p pit R . Adi Temg /. e • Seg Rm! � Kett Faw • • Areal Gonst Type/ Gmd Glass Extergal internal ; • ; CCool HHe a rm L , so:* No Description Amount Dir Tilt Schedule U Val Alpha Refl Type Area U Val Shad Shading Shading Tmp T �an Coei • 1 Roof -1 335 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None • " • 6. • • • • • • • 1 Wall - 1 200 ' 90 0 8* HW Block, 1 * Ins 0.172 0.90 1.00 Single Clear 114* 15 0.95 0.95 Overhang - None None • • 0 • ft • 2 Wall - 2 180 ft 180 0 8* HW Block, 1* Ins 0.172 0.90 1.00 Single Clear 114* 30 0.95 0.95 Overhang - None None Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/0712006 Dataset Name: D:\CML EngineersiProjects- 2006\Pacheco AdditionlCALCSIPACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 5 Room - 005 LAUNDRY System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 70 ft' Fir -Flr 10.0ft Plenum Height: 2.0 ft People Type: None Number of People: 0 sq ft/person Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 250 Btu/h People Latent: 250 Btu/h People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 heft *F /Btu Is There Carpet?: YES Lighting Type: Recessed fluorescent, not vented, 80% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 °F Percent Light Load to RA 20% Lighting Amount: 1.2 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F CIg. Schedule: None Heating T -stat driftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type Value, • Cooling Ventilation: None 0.0 cfm Available (100 %) Heating Ventilation: None • • 0.00: c�tm ` **too* Cooling Infiltration: None 0.0 air changes/hr Available (100 %) Heating Infiltration: None ' • •' : 0.00 ai#ohanges/hr • • • • 0000•0 •000 00.00• Vav Minimum Airflow: % Cig Airflow Available (100 %) Room Exhaust: 0.0(0 air changesthr Cooling Supply: To be calculated Heating Supply: "" "Ib be caicu ; • • • •: Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: 0 • • • • Jo be V GlbW • • ROOM COMPONENTS '•" "" ""' 0• 000. ,�.}} �.{p }p p • «y * 0 • Plot ••. • 0 P ' 0 0' Pct J3t 0 f atO • Adj Temp /. . , Se e r , • Area! Const Type! Gmd Glass Ext tnt • C mp H % " "' "L e an L s,� N o o Description Amount Dir Tilt Schedule U Val Alpha R an Type Area U Val Shad Shadnq M n q' ' T T C 1 Roof -1 70 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang -None None • • • • • • • • • •• • 0000 • • Project Name: Pacheco Addition TRACES 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D:NCML Engineers\Projects- 2006\Pacheco Addition\CALCS\PACHECO.trc System Checksums ' By Home System - 001 Single Zone COOLING COIL PEAK ; CLG SPACE PEAK ; HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 8/17 Mo/Hr. 9/17 MoiHr. 13 /1 Cig Htg Outside Air: OADB/WBIHR: 90/77/122 OADB: 88 OADB: 47 SADB 60.4 71.3 Plenum 76.7 66.9 Space Plenum Plenum Net Percent Space Percent 1 Space Peak Coll Peak Percent Return 76.7 66.9 Sens. + Lat. Sensible Latent Total Of Total ; Sensible Of Total ; Space Sens Tot Sens Of Total R9VOA 77.6 65.3 Btu/h Btu/h Bluth Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( ° /0) Fn MtrTD 0.0 0.0 Envelope Loads Fn BldTD 0.0 0.0 Skylite Solar 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frlct 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 2,306 2,306 6.26 0 0.00 0 -1,765 15.92 Glass Solar 11,130 0 11,130 30.23 12,525 47.08 0 0 0.00 Glass Cond 1,456 0 1,456 3.96 1,161 4.37 -2,708 -2,708 24.43 AIRFLOWS Wall Cond 4,129 1,110 5,239 14.23 ; 3,959 14.88 ; -2,840 -3,619 32.65 Cooling Heating Partition 0 0 0.00 ' 0 0.00 ' 0 0 0.00 Vent 135 135 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 ; 0 0.00 0 0 0.00 Supply 1,639 1,639 Sub Total = => 16,716 3,416 20,132 54.67 1 17,645 66.32 -5,548 -8,091 73.00 Mincfm 0 0 Internal Loads ; ; Return 1,639 1,639 Lights 5,688 441 6,130 16.65 ' 5,688 21.38 ' 0 0 0.00 Exhaust 135 135 People 3,850 3,850 10.46 2,230 8.38 0 0 0.00 Rm Exh 0 0 Misc 512 0 0 512 1.39 512 1.92 0 0 0.00 Auxil 0 0 Sub Total = => 10,050 441 0 10,492 28.49 8,430 31.69 0 0 0.00 Ceiling Load 766 -766 0 0.00 ; 529 1.99 ; -505 0 0.00 • • Outside Air 0 0 0 6,454 17.53 ' 0 0.00 ' 0 -3,161 28.52 • • • •••. Sup. Fan Heat 0 0.00 0.00 0 0.00 6di 1EERINOOKS • Rot. Fan Heat 0 0 0.00 0.00 0 0.00 00 0000 Cooling. Aeating *a**: e Duct Heat Pkup 0 0 0.00 0.00 0 0.00 % Q4.;. a 8.4 8.2 . . OV /UNDRSizing 0 0 0.00 0 0.00 0 0 0.00 cfmite 1 1.15 •••: Exhaust Heat -255 0 -255 -0.69 ; 0.00 ; 168 -1.51 cfmJton • 53-1.13 • Terminal Bypass 0 0 0 0.00 ' 0.00 ' 0 0.00 ft • 466.'01 • • • BtLffRMt- 4-75--: -7.75 ..... Grand Total => 27,532 2,836 0 36,823 100.00 26,605 100.00 -6,053 - 11,085 100.00 NorReopfe • 6 • • • • • • • COOLING COIL SELECTION AREAS H EAT IZ TO SELrwilON ...... Total Capacity Sens Cap. Coll Airfl Enter DBIWB /HR Leave DB/WB1HR Gross Total Glass Cqpacity, Coll ATrl1..EAt Lva . ton MBh MBh cfm OF OF grub O OF gr/lb ft ( %) • 4tj@h � OF 1 • • •: Floor 1,430 Main Htg 1.1 1,68 Ma 71.3 Main Cig 3.1 36.8 30.6 1,639 77.6 64.3 68.9 60.4 57.0 64.1 Part 0 Aux Htg 0.0 t OU 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 1,430 0 0 Reheat 0.0 0 0.0 0.0 Wall 1,140 125 11 Humldlf 0.0 0 0.0 0.0 Total 3.1 36.8 Opt Vent 0.0 0 0.0 0.0 Total -11.1 Project Name: Pacheco Addition TRACES 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name:D:iCML Engineers\Projects- 20061Pacheco Alternative - 1 System Checksums report Page 1 of 1 Pacheco Addition Location Miami, FL Building owner Pacheco Program user Melsie O. Lui Company CIVIL Engineers, Inc Comments By Home Dataset name D:1CM1L Engineers \Projects- 2006\Pacheco , Calculation time 04:35 PM on 0710712006 TRACE® 700 verson 4.0 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric Pressure 29.9 in. Hg Air Density 0.0760 lb/cu ft + • Air Specific Heat 0.2444 Btu/lb -.°F ••� "••�� 0.00;• Density- Specific Heat Product 1.1151 Btu/h -cfm 'P • * • ' Latent Heat Factor 4,908.6 Btu - mfttlfi;ed ft 0 . 9 • *so* Enthalpy Factor 4.5619 lbinintltf tb*ft 0 ;s•s •ss• sees • • Summer Design Dry Bulb 90 OF • 0000 • •'• 00004 ' Summer Design Wet Bulb 77 OF 0 :+: 00•.' Winter Design Dry Bulb 47 OF at •• •• ... Summer Clearness Number 0.95 • • 0000" • Winter Clearness Number 0.95 00.0 •0.00• Summer Ground Reflectance 0.20 • • •0.9. Winter Ground Reflectance 0.20 • • Design Simulation Period January - December Cooling Load Methodology CLTD -CLF (ASHRAE TFMI Heating Load Methodology UATD TRAM700 0000 r ENTERED VALUES SYSTEM BY SYSTEM By Home r ______________________________________________________ _________ _________ __ _____ _ _ _ __1 1 System - 001 Single Zone ----------------------------------------------------------------------------------- Design Air Temp Max Min Cooling supply - F °F Supply Duct Temperature Dill: 0 "F Diversity Leaving Cooling coil °F °F Reheat Temperature Diff: 0 "F People 100.00 Heating supply - F °F Design Humidity Ratio Diff: grains Lights 100.00 Leaving preheat coil °F °F Min Room Relative Humidity: % Misc loads 100.00 Optional Ventilation Economizer Cooling SADB: - F Off (0 %) Type None Available (100 %) Heating SADB: "F Off (0 %) "On" Point: Max Percent OA: 100 Evaporative Cooling Exhaust -Air Heat Recovery Type: None Stage 1 Type: None (default) ),000 o Eff. Direct efficiency 0 % Off (0 %) Exh -side deck Outdoor & Rm Exh Mix Available (100 %) Inderect efficiency 0 % Off (0 %) Stage 2 Type: None (default) ),000 % Eff. Exh -side deck Outdoor & Rm Exh Mix Available (100 9 /6) • • Discriminator control Schedule Off (0%) 0000 Night Purge Schedule Off (0 0 /0) Duty Cycling - "On" Period Schedule Off (0 %) ; ,'. ° ' ° ° 0 6 ° Optimum Start Schedule Off (0 %) Duty Cycling - Pattern length (minutes) 10,000 • • • • • • • • • • Optimum Stop Schedule Off (0 %) Duty Cycling - Maximum "oft" time (minutes) 10.000 • • •. • • • • • • • • • •. • 000. 0• • Laos: Coil Capacity Schedule Advanced Options , "•', • so** • ' ' Main cooling 100 % of Design Cooling Capacity Cooling Coil Sizing Method: Peak Supply Fan Motor Lo : Suppl "; ". Auxiliary cooling Cooling Coil Location: Zone Return Fan Motor Li@ht• Retu • ••• • 0000 Main heating 100 % of Design Capacity Ventilation Deck Location: Retum/Outdoor Deck Supply Fan Cofiguration» • ° Draw�it�u s •. • • • • Auxiliary heating System ventilation flag SUM Supply Fan Sizing: ...... Peak 0 .' Preheat 100 % of Design Capacity Supply Duct Location: RETAIR • • 0 • Reheat 100 % of Design Capacity Return Air Path: PLENUM Fan Mechanical efficiency: 75 , ° �/0 °. ° ° • °0 ° Humidification 100 % of Design Capacity Block Cooling Airflow: • • ' • • •0.00• Fan Type Static Press. Full Load Energy Rate Schedule Efficiency Demand Limit ` Primary None 0.0 0.00000 KW/GTM Cooling Only (Design) 90 iu,uuu Secondary None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Return None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 System Exhaust None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 Room Exhaust None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Optional ventilation None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 10,000 Auxiliary None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Project Name: Pacheco Addition TRACES 700 v4.0 calculated at 04:35 PM on 07/0712006 Dataset Name: D: \CML Engineers\Projects- 2006\Pacheco Addition \CALCS\PACHECO.trc c a PEAK COOLING LOADS MAIN SYSTEM By Home SPACE COIL OA Room Supply Space Space Space OA Supply Coil Coil Coil Floor Peak Cond. Dry Dry Air Sensible Latent Peak Cond. Dry Air Sensible Latent Area Time DBMS Bulb Bulb Flow Load Load Time DB/WB Bulb Flow Load Load Description ft' Mo/Hr O F OF OF cfm Btu/h Btu/h Mo/Hr O F OF cfm Btu/h Btu/h Room - 001 Rm/Zn Tot 575 8/11 87 75 75 56.9 470 9,487 1,000 8/11 87 75 56.9 470 10,983 3,476 DINING /FAMILY RM Room - 002 Rm/Zn Tot 225 7/21 84 75 75 55.8 124 2,659 310 8120 86 76 55.9 124 3,844 1,433 KITCHEN /PANTRY Room - 003 MASTER Rm/Zn Tot 225 8118 89 77 75 65.0 580 6,470 0 8118 89 77 65.0 580 7,336 0 BATH /CLOSET Room - 004 MASTER Rm/Zn Tot 335 11115 83 70 75 59.3 442 7,733 310 9115 89 76 61.0 442 7,944 1,344 BEDROOM Room - 005 LAUNDRY Rm/Zn Tot 70 7/23 82 73 75 65.0 23 255 0 7/23 82 73 65.0 23 463 0 System - 001 Sys TottAve 1,430 88 76 75 60.4 1,639 26,605 1,620 90 77 60.9 1,639 30,570 6,253 System -001 Sys Block 1,430 9/17 88 76 75 65.0 1,639 22,369 1,620 8/17 90 77 65.0 1,639 27,476 7,004 •••••• •••• •••••• • •••• •••• • • •••• •••• ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • •••• •••••• i Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 0710712006 Dataset Name: D:\CML Engineers\Projects- 2006\Pacheco Addition\CALCS\PACHECO.trc Alternative -1 Peak Clg Loads Main System report page 1 II FOI JM 60OA -2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFI- el:ENCY:CODE FOR BUILDING CONS TRUCTION Florida Department of:CctntnQntty.Aftrs e ;•• Residential Whole Buildin * P6fforn1A6ls IVt6T ` d 47=1 M1 R7 57 Project Name: Pacheco Addi Builder: zr' Address: 348 NE 91Stre U �� p0mittifir (3 :" City, State: Miami Shores �8 -®� 2000 . . . Perm *MWrrer: • Owner. Pacheco • • • • Jul'isdiCtidn "Imbbr: Climate Zone: South 1. New construction or existing New - 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi- family I - SEER 12.00 - 4. Number of Bedrooms I _ b. N/A - 5. Is this a worst case? No - - 6. Conditioned floor area (ft 1400 ftz - c. N/A - 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) - a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 84.0 ft - a. Electric Strip Ca'' .0 kBhvbr - b. SHGC: COP: 1.00 - (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft - b. N/A - 8. Floor types lamb, _ a. Slab -On -Grade Edge Insulation R=0.0, 166.0(p) ft - c. N/A _ b. N/A - - c. N/A - 14. Hot water systems 9. Wall types a. N/A - a. Concrete, Int Insul, Exterior fl 400.0 11 - - b. Concrete, Int Insul 80.0 ft - b. N/A - c. Concrete, Int 'or .0 ft2 - - d. N/A - c. Conservation credits - e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft 15. HVAC credits PT, - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, c. N/A - HF -Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 30.0 ft M&C- Multizone cooling, b. N/A - M&H- Multizone heating) Glass /Floor Area: 0.15 Total as -built points: 17991 PASS Total base points: 19669 I hereby certify that the plans and specifications covered by Review of the plans and �� ST.� this calculation are in comp' ce 't Flo ' Energy s cifications covered by this O = _ Code. Ic lation indicates compliances PREPARED BY: a Florida Energy Code. f� «r •'�' `` °�� DATE: 4 B or construction is completed �. •.' thi uilding will be inspected for I hereby certify that this building, as desig is in an compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. c ob W11 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 1 Predominant glass type. For actual glass We and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.0) BUILDING INPUT SUMMARY REPORT Title: Pacheco Addition Family Type: • VMg)e • • • ; *4ddreV • rypW * 'Street Address i-- Owner: Pacheco New /Existing: ; lerC • ; ; * Ut t: ; ; ; • • N /A V # of Units: 1 Bedrooms: • : • • • • • jubdl4aion: • • • N/A W O Builder Name: (blank) Conditioned Area: 1400 Platbook: N/A 0 Climate: South Total Stories: 1 street: 348 NE 91Street w Permit Office: (blank) Worst Case: • o • Qburty • • Miami -Dade Jurisdiction #: (blank) Rotate Angle: (61a1;k); ; ; ; • C.ity.St, Zip:: Miami Shores, FL, 33138 - (n # Floor Type R -Val Area/Perimeter Units N # Door Type Orientation Area Units 0 1 Slab -On -Grade Edge Insulation 0.0 166.0(p) ft 1 1 Insulated Exterior 24.0 ft' 4 0 0 LL # Ceiling Type R•Val Area Base Area Units # System Type Efficiency Capacity (' 1 Under Attic 19.0 1400.0 ft' 1400.0 ft' 1 Z 1 Central Unit SEER: 12.00 42.0 kBtu/hr Z - 1 0 W 0 Credit Multipliers: None V I Credit Multipliers: PT # Wall Type Location R Vai Area Units # System Type Efficiency Capacity N 1 Concrete Block - Int Insul Exterior 7.0 400.0 fN 1 Z 1 Electric Strip COP: 1.00 17.0 kBh" .J 2 Concrete Block - Int Insul Exterior 7.0 280.0 It' 1 J 3 Concrete Block - Int Insul Exterior 7.0 540.0 ft' 1 Credit Multipliers: PT # Supply Return Air Handler Su ply Suppl # Panes Tint Ornt Area OH Length OH Hght Unl Location Location Location R -V Len gt�i 1 Single Clear S 36.0 ft' 0.0 ft 0.0 ft 1 �N. 1 Uncond. Cond. Interior 6.0 30.0 ft 2 Single Clear E 24.0 fl' 0.0 ft 0.0 it 3 3 Single Clear W 24.0 ft' 0.0 it 0.0 ft 4 0 Credit Multipliers: None # System Type EF Cap. Conservation Type Con. EF W Q N # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A WA 0 LL C3 W W 1% ]' EnergyGauge® (Version: FLRCSB v4.0) .........._ ...... .. .. . . . % .. . FORM 60OA -2004 ;•; ; • ; EnergyGauge® 4.0 SUMMER CALWL:AVOO .. Residential Whole Building Po0ormanteMetipd A - Details . .. .. . .... ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: .. • • . .. •.. .. • BASE ..' :: • • • A%B I Lr GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area I Type /SC Omt Len Hgt Area X SPM X SOF =Points .18 1400.0 32.50 8190.0 Single, Clear S 0.0 0.0 36.0 66.93 1.00 2409.3 Single, Clear E 0.0 0.0 72.0 78.71 1.00 5667.2 Single, Clear W 0.0 0.0 96.0 70.53 1.00 6770.6 As -Built Total: 204.0 14847.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 400.0 1.60 640.0 Exterior 1220.0 2.70 3294.0 Concrete, Int Insul, Exterior 7.0 280.0 1.60 448.0 Concrete, Int Insul, Exterior 7.0 540.0 1.60 864.0 Base Total: 1220.0 3294.0 As -Built Total: 1220.0 1952.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 96.0 6.40 614.4 Exterior 96.0 6.40 614.4 Base Total: 96.0 614.4 As -Built Total: 96.0 614.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1400.0 2.80 3920.0 Under Attic 19.0 1400.0 3.72 X 1.00 5208.0 Base Total: 1400.0 3920.0 As -Built Total: 1400.0 5208.0 FLOOR TYPES Area X BSPM = Points Type . R -Value Area X SPM = Points Slab 166.0(p) -20.0 - 3320.0 Slab -On -Grade Edge Insulation 0.0 166.0(p -20.00 - 3320.0 Raised 0.0 0.00 0.0 Base Total: - 3320.0 As -Built Total: 166.0 - 3320.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1400.0 18.79 26306.0 1 1400.0 18.79 26306.0 EnergyGauge® DCA Form 60OA -2004 EnergyGaugWFIaRES'2004 FLRGS13 v4.0 FOlJM 60OA -2004 : EnergyGauge® 4.0 SUMMER CALCLICAV NS' Residential Whole Building Pecformanee :MetLnrod.A - Details . .. .... .... ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: .. . . . .. ... .. . . . . . . . . . . BASE 0 * :: 0 . * A%13UILr Summer Base Points: 39004.4 Summer As -Built Points: 45607.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) lays 1: Central Unit 42000 btuh ,SEERIEFF(12.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 45608 1.00 (1.07 x 1.165 x 0.90) 0.284 0.950 13774.2 39004.4 0.4266 16639.3 45607.5 1.00 1.119 0.284 0.950 13774.2 EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge@)/FlaRES'2004 FLRCSB v4.0 FORM 600A -2004 : : EnergyGauge® 4.0 WINTER CALCULA110`N9 Residential Whole Building Performanpp:lVlethpd. A - Details . :: :: . : : :. . . • . . . . . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: BASE ••• : e • • • /"► kdwu • GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 1400.0 2.36 594.7 Single, Clear S 0.0 0.0 36.0 4.49 1.00 161.8 Single, Clear E 0.0 0.0 72.0 4.77 1.00 343.5 Single, Clear W 0.0 0.0 96.0 5.49 1.00 527.2 As -Built Total: 204.0 1032.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 400.0 0.70 280.0 Exterior 1220.0 0.60 732.0 Concrete, Int Insul, Exterior 7.0 280.0 0.70 196.0 Concrete, Int Insul, Exterior 7.0 540.0 0.70 378.0 Base Total: 1220.0 732.0 As -Built Total: 1220.0 854.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior insulated 96.0 1.80 172.8 Exterior 96.0 1.80 172.8 Base Total: 96.0 172.8 As -Built Total: 96.0 172.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Pants Under Attic 1400.0 0.10 140.0 Under Attic 19.0 1400.0 0.14 X 1.00 196.0 Base Total: 1400.0 140.0 As -Built Total: 1400.0 196.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 166.0(p) -2.1 -348.6 Slab -On -Grade Edge Insulation 0.0 166.0(p -2.10 -348.6 Raised 0.0 0.00 0.0 Base Total: -348.6 As -Built Total: 166.0 -348.6 INFILTRATION Area X BWPM = Points Area X WPM Points 1400.0 -0.06 -84.0 1400.0 -0.06 -84.0 EnergyGauge@ DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 Or FORM 600A -2004 : • • •: : ::: `• •: : EnergyGauge® 4.0 WINTER CALCULA11ONS Residential Whole Building Pejfo ;marcedV9ethgd - Details . . • . • . . . • . • ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: BASE ••' :: '.'ASZBULr Winter Base Points: 1206.9 Winter As -Built Points: 1822.8 Total Winter: X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 1822.8 1.000 (1.085 x 1.137 x 0.91) 1.000 0.950 1944.0 1206.9 0.6274 757.2 1822.8 1.00 1.123 1.000 0.950 1944.0 EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge&FIaRES'2004 FLRCSB v4.0 .. . .. . FORM 60OA -2004 ; .: .. ; ;•; ; • .. ; ; EnergyGauge® 4.0 . . ... WATER HEATING & CODE' COMIPLIANCIE STATUS Residential Whole Building PedormanceoMethodA - Details . . . . . . . . . . . .. .... .... ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: .. . . : 0. ... .. ....0 . . .. . BASE ..• :: •0 Ast d w Lr WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2273.00 2273.0 1 1.00 2273.00 1.00 2273.0 As -Built Total: 2273.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16639 757 2273 19669 13774 1944 2273 17991 PASS EnergyGaugeTll DCA Form 60OA -2004 EnergyGaugeWFIaRES2004 FLRCSB v4.0 FORM 60OA -2004 • • •' • • � � %: � � � EnergyGauge® 4.0 Code Compliance'M66kiisf" Residential Whole Building Performance ft4ethad.A - Details . .. .. . :... ... .... .... ADDRESS: 348 NE 91Street, Miami Shores, FL, 33138- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKM� t % • •• • •� ... .. . . .. . COMPONENTS SECTION REQUIREMENTS FOR EACif PIRASTI E• • • • • CHECK •• • • • • • ••• •• Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 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 exterior 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 Penetrationslopenings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 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 & top 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.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 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. SA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 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 %. Shower heads 612.1 Water flow 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 -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTm DCA Form 60OA -2004 EnergyGaugoOlFlaRES'2004 FLRCSB v4.0 .. .. . . . .. .. . ENERGY PERFORMANCIE (EPL) DISPLAY C-.�;• , ;•; S . . . . . . . . . . . . . . . ... . ... . . . ESTIMATED ENERGY PERFORMANCE SCORE* = 84.8 .. . . . .. ... .. The higher the score, the mWe ef,Q4jnCtl* 1torle.; • • ' . . . . Pacheco, 348 NE 91 Street, Miami Shores, FL, 33138- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi- family I _ SEER 12.00 _ 4. Number of Bedrooms I _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area (ft 1400 ft _ a N/A _ 7. Glass type I and area: (Label reqd. by 13- 104.4.5 if not default) _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(Sngle Default) 84.0 ft — a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 84.0 ft — b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 166.0(p) ft _ c. N/A _ b. N/A c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Concrete, Int Insul, Exterior R=7.0,400.0 ft _ _ b. Concrete, Int Insul, Exterior R=7.0,280.0 ft _ b. N/A _ a Concrete, Int Insul, Exterior R=7.0,540.0 ft _ _ d. N/A _ c. Conservation credits _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R=19.0,1400.0 ft _ 15. HVAC credits PT, _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. NIA _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,30.0 ft _ MZ- C- Multizone cooling, b. NIA _ 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 �, .,, °j ' _.�;,.�� eP •� based on installed Code compliant features. Builder Signature: Date: � Address of New Home: City/FL Zip: fi�GOD WU s� *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar m designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu 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 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass ou on ages 2 &4. hnergyGauge® (Version: RRCS v4.0) ENTERED VALUES ROOM BY ROOM By Home ------------------------------------------------------------------------------------------------- - - - - -, 1 Room- 001 DINING /FAMILY RM System - 001 ------------------------------------------------------------------------------------------------- - - - - -' GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 575 ft' Fir -Flr 10.0ft Plenum Height: 2.0 It People Type: General Office Space Number of People: 5 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 250 Btu/h People Latent: 200 Bluth Ceiling R- Value: 1.786 heft'-°F/Btu Is There Carpet ?: YES People Schedule: Cooling Only (Design) Lighting Type: Fluorescent, hung below ceiling, 100% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: SUSFLUOR Room Design Heating DB: 68.0 °F Percent Light Load to RA: 0% Lighting Amount: 1.3 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Clg. Schedule: None Heating T -stat driftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type • • • Value • �: • Cooling Ventilation: Reception Area 15.0 cfm/person Available (100 %) Heating Ventilation: Reception Area • • • 15.80 • ••• a mlperson • • •i• ••• •.••.• Cooling Infiltration: None 0.0 air changesthr Available (100 %) Heating Infiltration: None • • 0 � • 0.00 air changevr • Vav Minimum Airflow: % Clq Airflow Available (100 %) Room Exhaust: • 9i 0 air c�2frttlftr • • Cooling Supply: To be calculated Heating Supply: • • • • To becelealated •. • • • Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: . o e s e e To becaWwlated *99** ROOM COMPONENTS .•..•. .. t om pCf Areal Const Type/ Glass Ad! T N/ •' Sery •Rett Ffc7 " Qmd Extemal 6eAl • • ooltleat P rm lliass • • • No Description Amount Dir Tilt Schedule U Val Alpha a Type Area U Val Shad Shading a dinc�• • mp •np. �en pelf • 1 Roof - 1 575 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None 1 Wail - 1 190 ft' 90 0 8* HW Biock, l* Ins 0.172 0.90 1.00 Single Clear 114* 40 0.95 0.95 Overhang.- None None 1 Misc Load 1 150.00 W Cooling Only (Design) 0 0 0. 0.00 Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D: \CML Engineers\Projects- 2006\Pacheco Addition \CALCS\PACHECO.trc J ENTERED VALUES ROOM BY ROOM By Home 2 Room - 002 KITCHEN /PANTRY System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 225 ft' Flr -Fir 10.0 ft Plenum Height: 2.0 ft People Type: Reception Area Number of People: 2 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 245 Btu/h People Latent: 155 Btu/h Ceiling R- Value: 1.786 heft'-°F /Btu Is There Carpet?: YES People Schedule: Cooling Only (Design) Lighting Type: Recessed fluorescent, not vented, 80% load to space Room.Design Cooling DB: 75.0 °F Room Design RH: 60% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 °F Peroent Light Load to RA: 20% Lighting Amount: 1.3 W /sq It Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Clg. Schedule: None Heating T -stat dri tpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type • • Value Cooling Ventilation: Reception Area 15.0 cfrn/person Available (100 %) Heating Ventilation: Reception Area " ' 15 *8 94person • 064.0• •••• 0000•• Cooling Infiltration: None 0.0 air changesthr Available (100 %) Heating Infiltration: None 6 0.00 air change //hr 6 Vav �� 6••66• Cooling Airflow: g Supply: To be Available (100 %) ca lculated ated Heat nq Supply: ' • 000 0 ' To be.oaioulated • • • • • • Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: 66000 4 To be caj"ted 6 6 ; • 6 ' ROOM COMPONENTS ' ' ' .. .. .. . .- 0 Adj T8mpl ' Se RrFV 6 R Area/ ConstType/ eU " �r� Glass d erpal �nterrwl •'• Cool'��'eag P rm ass••: No Description Amount Dir Tilt Schedule U Val Alpha Refl Type Area U Val Shad ading Shading. • Tmp4TSip. gen Eloe 6 1 Roof- 1 225 ft' 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None 00 ' 1 Wall - 1 230 ft' 270 0 8* HW Block, l* Ins 0.172 0.90 1.00 Overhang - None None Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D:\CML Engineers\Projects- 2006 \Pacheco Addition \CALCS\PACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 3 Room - 003 MASTER BATH/CLOSET System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 225 ft Fir -Fir 10.0ft Plenum Height: 2.0 ft People Type: None Number of People: 0 sq ft/person Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 250 Btu/h People Latent: 250 Btu/h People Schedule: Cooling Only (Design) Ceiling R- Value: 1.786 hr•ft *FBtu Is There Carpet ?: YES Lighting Type: Recessed fluorescent, not vented, 80% load to space Room Design Cooling DB: 75.0 *F Room Design RH: 50% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 *F Percent Light Load to RA 20% Lighting Amount: 1.2 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 *F Cig. Schedule: None Heating T -stat ciriftpoint: 55.00 *F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Ty e • • • • • • • • • :0000* .0 � Cooling Ventilation: None 0.0 cfm Available (100 %) Heating Ventilation: None 0.04 • cam• • • • • • Cooling Infiltration: None 0.0 air changes/hr Available (100 %) Heating Infiltration: None • • •; • • 0.00 ear changeshr • 0000•• Vav Minimum Airflow: % Clg Airflow Available (100 %) Room Exhaust: . • Ott. air ciagAt /br • • Cooling Supply: To be calculated Heating Supply: • • • • To bet8ft9lated • • • • • Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: • • • • • • To becalcnlsted **see ROOM COMPONENTS •0 0 00 0 : 000 •.•..• • • Pc 0 p•• a •00 • • • RJ Pit Adl Tempf Se •Kett r Area/ Const Type/ Glass 0 0 0 0 0 0 0 0 d Exterltal In ter a>! • • Cool Heat P rm t�sl ose No Description Amount Dir Tilt Schedule U Val Alpha efl Type Area U Val Shad Shading Shad • • lime Pr . gen �oef • 1 Roof - 1 225 ft 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None 00 0 1 Wall -.1 240 ft 270 0 8* HW Block, l* Ins 0.172 0.90 1.00 Single Clear 1/4* 40 0.95 0.95 Overhang - None None 2 Wall - 2 100 ft 180 0 8* HW Block, l* Ins 0.172 0.90 1.00 Overhang - None None Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 0710712006 Dataset Name: D:1CML Engineers\Projects- 20061Pacheco Addition\CALCSIPACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 4 Room - 004 MASTER BEDROOM System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 335 ft Fir -Fir 10.0 ft Plenum Height: 2.0 ft People Type: Reception Area Number of People: 2 People Floor Cnstr Type: 4* LW Concrete Room Mass: None People Sensible: 245 Btu/h People Latent: 155 Btu/h Ceiling R- Value: 1.786 heft' °FBtu Is There Carpet ?: YES People Schedule: Cooling Only (Design) Lighting Type: Fluorescent, hung below ceiling, 100% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: SUSFLUOR Room Design Heating DB: 68.0 °F Percent Light Load to RA: 0% Lighting Amount: 1.2 W /sq ft Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Clg. Schedule: None Heating T -stat driftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION Type Value Schedule Type : Valu : • • •' Cooling Ventilation: Reception Area 15.0 cfm /person Available (100 %) Heating Ventilation: Reception Area 15.80 cfrraperson • 0000•• 00• 000.0• Cooling Infiltration: None 0.0 air chanqes/hr Available (100 %) Heating Infiltration: None • • 0.00 ajr changes/Pr Vav Minimum Airflow: % Clq Airflow Available (100 %) Room Exhaust: • • IM, air c421•It1tftr • ' Cooling Supply: To be calculated Heating Supply: • • • • To becelealated 0000 Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: • • • • • • To becaierlated **a • • • ROOM COMPONENTS ' ' ' ' .. .. .. . ... 0000•• ��{t�p pit g • Area/ Const Type/ Glass Ad! Temp/ • S R�s FM Fr�4 Gmd �{{ergal 'r�terrl • • CCool eat P rm • • • No Descrip Amount Dir Tilt Schedule U Val Alpha Refl Type Area U Val Shad Shadmg Shading • • Tm • �gen o • 1 Roof - 1 335 ft 0 90 4* Wood, 3* Ins 0.062 0.90 Overhang - None None 00 ' 1 Wall - 1 200 ft' 90 0 8* HW Block, 1* Ins 0.172 0.90 1.00 Single Clear 1/4* 15 0.95 0.95 Overhang - None None 2 Wall - 2 180 ft' 180 0 8* HW Block, 1* Ins 0.172 0.90 1.00 Single Clear 114* 30 0.95 0.95 Overhang - None None Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D.\CML Engineers\Projects- 2006\Pacheco Addition \CALCS\PACHECO.trc ENTERED VALUES ROOM BY ROOM By Home 5 Room - 005 LAUNDRY System - 001 GENERAL INFORMATION PEOPLE AND LIGHTS Floor Area: 70 ft Fir -Flr 10.Oft Plenum Height: 2.0 it People Type: None Number of People: 0 sq it/person Floor Cnstr Type: 4` LW Concrete Room Mass: None People Sensible: 250 Btuth People Latent: 250 Btulh Ceiling R- Value: 1.786 hr•ft °FlBtu Is There Carpet ?: YES People Schedule: Cooling Only (Design) Lighting Type: Recessed fluorescent, not vented, 80% load to space Room Design Cooling DB: 75.0 °F Room Design RH: 50% Fixture Type: RECFL -NV Room Design Heating DB: 68.0 °F Percent Light Load to RA: 20 Lighting Amount: 1.2 W /sq it Thermostat Location: None Light Schedule: Cooling Only (Design) Ballast Factor: 1.0 Cooling T -stat driftpoint: 90.00 °F Cig. Schedule: None Heating T -stat driftpoint: 55.00 °F Htg. Schedule: None Duplicate Floor Multiplier: 1 Dupl. Room Mult: 1 AIRFLOW INFORMATION 00.000 • • • 0000 ±• Type Value Schedule Type • • • Valu: • Cooling Ventilation: None 0.0 elm Available (100 %) Heating Ventilation: None 0 *00 � � • • • • • � • Cooling Infiltration: None 0.0 air changesthr Available (100 %) Heating Infiltration: None • • 0.00 fir changes jhr • Vav Minimum Airflow: % Clg Airflow Available (100 %) Room Exhaust: • O?Ob air gDMANWor • Cooling Supply: To be calculated Heating Supply: g oes To beem"lated • 0:00 Auxiliary Cooling Supply: To be calculated Auxiliary Heating Supply: .. •.. • To beca"Isted ••:.• ROOM COMPONENTS •• •••� i 0.0 ••••s• • pct gam Areal Const Type! Glass Ad! Temp/ * Seri &� • Rett 'F • Gmd if emal I terns! • s o014►eat P rm kosa • • • No Description Amount Dir Tilt Schedule U Val Alpha a Type Area U Val Shad ading S�admq • • MGM" �en oe • 1 Roof -1 70 11: 0 90 4°' Wood, 3` Ins 0.062 0.90 Overhang - None None ' • • Protect Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D: \CML Engineers\Projects- 2006 \Pacheco Addition \CALCS\PACHECO.trc System Checksums By Home , System - 001 Single Zone COOLING COIL PEAK ; CLG SPACE PEAK ; HEATING COIL PEAK TEMPERATURES Peaked at Time: Monte 8 / 17 Mo/Hr. 9/17 Mo/Hr' 13 /1 Cig Htg Outside Air: OADBN B/HR: 901771122 OADB: 88 OADB: 47 SADB 60.4 71.3 Plenum 76.7 66.9 Space Plenum Plenum Net Percent 1 Space Percent Space Peak Coil Peak Percent Return 76.7 66.9 Sens. + Let Sensible Latent Total Of Total ; Sensible Of Total ; Space Sens Tot Sens Of Total Ret/OA 77.6 65.3 Btu/h Btu/h Btu/h Btu/h { %) Btu/h { %) Btu/h Btu/h ( %) Fn MtrTD 0.0 0.0 Envelope Loads Fn BldTD 0.0 0.0 Skylite Solar 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 , 0 0 0.00 Roof Cond 0 2,306 2,306 6.26 ; 0 0.00 ; 0 -1,765 15.92 Glass Solar 11,130 0 11,130 30.23 12,525 47.08 0 0 0.00 Glass Cond 1,456 0 1,456 3.96 1,161 4.37 -2,708 -2,708 24.43 AIRFLOWS Wall Cond 4,129 1,110 5,239 14.23 ; 3,959 14.88 ; -2,840 -3,619 32.65 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 135 135 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,639 1,639 Sub Total = => 16,716 3,416 20,132 54.67 1 17,645 66.32 -5,548 -8,091 73.00 Mincfm 0 0 Internal Loads ; ; Return 1,639 1,639 Lights 5,688 441 6,130 16.65 5,688 21.38 0 0 0.00 Exhaust 135 135 People 3,850 3,850 10.46 2,230 8.38 0 0 0.00 Rm Exh 0 0 Misc 512 0 0 512 1.39 512 1.92 0 0 0.00 Auxil 0 Sub Total = => 10,050 441 0 10,492 28.49 8,430 31.69 0 0 0.00 1 • • • • • • • • • Calling Load 766 -766 0 0.00 529 1.99 ; -505 0 0.00 • • Outside Air 0 D 0 6,454 17.53 1 0 0.00 1 0 -3,161 28.52 0000•0 '0*00 • •• •% Sup. Fan Heat 0 0.00 0.00 1 0 0.00 .,AQUNEERING CKS Rot. Fan Heat a 0 0.00 0.00 � Duct Heat Pkup 0 0 0.00 0.00 0 0.00 °i OA • %o 8 2o Heat .2 • •,' OVIUNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfWAIP • t.18 13 • • • Exhaust Heat -255 0 -255 -0.69 ; 0.00 ; 168 -1.51 dffh "h: J bS4, 8: `• •` Terminal Bypass 0 0 0 0.00 0.00 0 0.00 fft'6to R• 468.01 • • • • • • EW#Vddi' 25 -7.75 • • Grand Total 27,532 2,836 0 36,823 100.00 26,605 100.00 -6,053 - 11,085 100.00 1 ito-F%ople , g .; • COOLING COIL SELECTION AREAS HEAT ;NG OOIL SE �-�y CTION ; • • •; Total Capacity Sens Cap. Coil Airfl Enter DBIWB/HR Leave DBIWB/HR Gross Total Glass Capacity C Lvg ton MBh MBh cfm °F °F grub °F °F grflb ft' ( %) MBh `c1{n ` °F °F Floor 1,430 Main Htg -11.1 1,639 653 71.3 Main Cig 3.1 36.8 30.6 1,639 77.6 64.3 68.9 60.4 57.0 64.1 Part 0 Aux Htg 0.0 0 OA 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0:0 0.0 0.0 0.0 ExFtr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 OA Roof 1,430 0 0 Reheat 0.0 0 0.0 0.0 Wall 1,140 125 11 Humidif 0.0 0 0.0 0.0 Total 3.1 36.8 Opt Vent 0.0 0 0.0 0.0 Total -11.1 Project Name: Pacheco Addition TRACES 700 v4.0 calculated at 04:35 PM on 07107/2006 Dataset Name:D:iCML EngineerslProjects- 2006tPacheco Alternative -1 System Checksums report Page 1 of 1 Pacheco Addition Location Miami, FL Building owner Pachec Program user Melsie O. Lui Company CIVIL Engineers, Inc Comments By Home Dataset name- D:1CML Engineers \Projects- 20061Pacheco , Calculation time 04:35 PM on 07/0712006 TRACE® 700 verson 4.0 Location Miami, Florida Latitude 25.0 deg Longitude 80.0 deg Time Zone 5 Elevation 7 ft Barometric Pressure 29.9 in. Hg Air Density 0.0760 Ib 1cdt6' : .... Air Specific Heat 0.2444 Btu/lh4F•. . • • •: • Density- Specific Heat Product 1.1151 Btu/ho"-?F • • Latent Heat Factor 4,908.6 Btu roil *k cu ft •••• •• Enthalpy Factor 4.5619 lbInTliv* -L ft •••••• ••;••• Summer Design Dry Bulb 90 OF • • .. .. .. . ...... Summer Design Wet Bulb 77 OF •••••� • ' Winter Design Dry Bulb 47 OF •••• •• "" Summer Clearness Number 0.95 ••" ' Winter Clearness Number 0.95 •• "" ' • • s Summer Ground Reflectance 0.20 Winter Ground Reflectance 0.20 Design Simulation Period January - December Cooling Load Methodology CLTD -CLF (ASHRAE TFMi Heating Load Methodology UATD 7BUX 700 oflwan homTM'Prana Compury ENTERED VALUES SYSTEM BY SYSTEM By Home r ---------------------------------------------------------------------------------- - - � 1 1 System - 001 Single Zone ----------------------------------------------------------------------------------- Design Air Temp Max Min Cooling supply °F OF Supply Duct Temperature Dill 0 °F Diversity Leaving Cooling coil O OF Reheat Temperature Diff: 0 °F People 100.00 Heating supply O OF Design Humidity Ratio Dill: grains Lights 100.00 Leaving preheat coil O OF Min Room Relative Humidity: % Misc loads 100.00 Optional Ventilation Economizer Cooling SADB: OF Off (0 %) Type None Available (100 %) Heating SADB: OF Off (0 %) "On" Point: Max Percent OA: 100 Evaporative Cooling Exhaust -Air Heat Recovery Type: None Stage 1 Type: None (default) ),000 o Eff. Direct efficiency 0 % Off (0 %) Exh -side deck Outdoor & Rm Exh Mix Available (100 %) Inderect efficiency 0 % Off (0 %) Stage 2 Type: None (default) ),000 % Eff. • 00 . 00 Exh -side deck Outdoor & Rm Exh Mix Available (100 %) : • • • • • 0.0: • Discriminator control Schedule Off (0%) • • •••• • Night Purge Schedule Off (0 %) Duty Cycling - "On" Period Schedule Off (0 %) a:*:** 06 • • 0 • • • • • Optimum Start Schedule Off (0 %) Duty Cycling - Pattern length (minutes) 10 0000.0 • • Optimum Stop Schedule Off ( 0 / 0 ) Duty Cycling - Maximum "off' time (minutes) 10.000 00.0 000• : 0000 : 0000 0000 0000• Coil Capacity Schedule Advanced Options 0000•• • ••• 0 00 • 0 6 Main cooling 100 % of Design Cooling Capacity Cooling Coil Sizing Method: Peak Supply Fan Motor notation: Supply + 0060•• Auxiliary cooling Cooling Coil Location: Zone Return Fan Motor"r Return • 0' Main heating 100 % of Design Capacity Ventilation Deck Location: Retum/Outdoor Deck Supply Fan Cofiglratibn:: Drava ;4rW ••••:• Auxiliary heating System ventilation flag SUM Supply Fan Sizing: Peak • Preheat 100 % of Design Capacity Supply Duct Location: RETAIR ; �•� •100 0 •006; Reheat 100 % of Design Capacity Return Air Path: PLENUM Fan Mechanical efficiency: 75 •i • • Humidification 100 % of Design Capacity Block Cooling Airflow: • •6 • Fan Type Static Press. Full Load Energy Rate Schedule Efficiency Demand Limit Primary None 0.0 A 0 0 kW /C ooling Only (Design) 90 10,000 Secondary None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Return None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 System Exhaust None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 Room Exhaust None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Optional ventilation None 0.0 0.00000 kW /Cfm Cooling Only (Design) 90 10,000 Auxiliary None 0.0 0.00000 kW /Cfm Cooling Only (Design) 85 10,000 Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 07/07/2006 Dataset Name: D: \CML Engineers\Projects- 2006\Pacheco Addltion\CALCS\PACHECO.trc I { t PEAK COOLING LOADS MAIN SYSTEM By Home SPACE COIL OA Room Supply Space Space Space OA Suppiv Coil Coil Coil Floor Peak Cond. Dry Dry Air Sensible Latent Peak Cond. Dry Air Sensible Latent Area Time DBMS Bulb Bulb Flow Load Load Time DB/WB Bulb Flow Load Load Description fta Mo/Hr °F °F °F elm Btu/h Btu/h Mo /Hr °F °F cfm Btu /h Btu/h Room - 001 Rm/Zn Tot 575 8/11 87 75 75 56.9 470 9,487 1,000 8111 87 75 56.9 470 10,983 3,476 DININGIFAMILY RM Room - 002 Rm2n Tot 225 7121 84 75 75 55.8 124 2,659 310 8/20 86 76 55.9 124 3,844 1,433 KITCHEN /PANTRY Room - 003 MASTER Rm/Zn Tot 225 8/18 89 77 75 65.0 580 6,470 0 8118 89 77 65.0 580 7,336 0 BATH /CLOSET Room - 004 MASTER Rm/Zn Tot 335 11115 83 70 75 59.3 442 7,733 310 9115 89 76 61.0 442 7,944 1,344 BEDROOM Room - 005 LAUNDRY Rm/Zn Tot 70 7/23 82 73 75 65.0 23 255 0 7/23 82 73 65.0 23 463 0 System - 001 Sys Tot/Ave 1,430 88 76 75 60.4 1,639 26,605 1,620 90 77 60.9 1,639 30,570 6,253 System -001 Sys Block 1,430 9/17 88 76 75 65.0 1,639 22,369 1,620 8/17 90 77 65.0 1,639 27,476 7,004 • • • 000000 •f • 0000 0 660:0• •••f •00:0• • 000000 • • • •0666• ' 6600 0066 • • • 0 • • 0000 0000 60•00 00:60• • •0f •6f•• •0 •• •• • ••• 6 0 ::• : :• 6 • • • • • • 0000 :6•• :• • • 0000 • • • • • 000000 66 0 0006 • • 00 • Project Name: Pacheco Addition TRACE® 700 v4.0 calculated at 04:35 PM on 0710712006 Dataset Name: D:\CML Engineers\Projects- 2006\Pacheco Addition \CALCS\PACHECO.trc Alternative -1 Peak CIg Loads Main System report page 1 . ... . . .... Reinaldo A. Gomez, R.A. Architect • • . . ... . . . . ... Ar#0013736 see . . . ... .. ... .. . .. . . ...... . .. . . ... .. . ... .... . .. ... .. November 6, 2006 • . ......... . .. .. . ....... Re: Addition & renovations to 348 NE 91 STREET Miami Shores, Florida 33138 7 77 Owner: Mr. Pacheco JAN 2 4 2007 IJ MAV T I BY -- -- __-- -_v_ -. To Building Official: Based on chapters 2 and 7, the PROPOSED ADDITION complies with the FBC 2004 R and therefore it is in the best of my knowledge the structure is adequate to sustain the wind loads, based on the requirements as established on chapter 2 of the FBC 2004 for existing structures. Furthermore based on Chapter 2 of the FBC 2004 for existing structure, we are not in the case of an alteration. The new roof will only piggy back on 11 % of the existing roof. The scope is just to provide an addition to the existing structure and we are not affecting the existing structure in general. Where the two structures meets can be considered an alteration, but I think even on that case we are meeting exception 1 and 2 of section 707.5.1. If you have any further questions, please feel free to contact me. Sincerel Re aldo A. Gome , R.A. /I /#/ 16208 NW 83 Place Miami Lakes, Florida 33016 Phone:305 -827 -8266 E- mail:rg4email @bellsouth.net i _ Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, FI 33138 - Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT DATE: I, U V LL w o Contractor Owner o Architect Picke up 2 sets f plans and (other) 6VOJ44 bVU [ MV(K t5�LIA_ Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: f V / PERMIT CLEARK INITIAL: DG� - 60=r-� plor's DOC- p� RESUBMITTED DATE: PERMIT CLEARK INITIAL: Page 1 of 75 d OCT 05 2006 r B ya a t o mm o 0 a 10,:.,* n 4 , 348 N.E. 91st Street MIANH SHORES, FLORIDA 33138 CITY copy Desi ` t l� PACHECO RESIDENCE Page 2 of 75 Structural Calculations: \\ Pacheco Addition.xls Project Structural Computations for PI66po�a J , Addition at 348 N.E. 91st St., Miami -Wooed, Fla 33138 Subject: Structural Design Design Loads Roof: Live Load = 30.00 psf ( Chapter 1616.1 F.B.C. 2004 ) Dead Load = 25.00 psf ( See Dead Load Calculations Below) 55.00 First Floor: Live Load = 40.00 psf ( Table 1607.1 F.B.C. 2004 ) Dead Load = 45.00 psf ( See Dead Load Calculations Below) 85.00 Dead load Calculations: Roof: Spanish Clay Tile 15.00 psf Roofing & Trusses 6.00 psf Insulation 4.00 psf 1st floor Floor Joist / sheathino: 20.00 psf Partition 10.00 psf Tiles 15.00 psf PACHECO RESIDENCE 1 • • • • • • • • Ilage 1 of 75 • • • • • • • •• • • • • ••• • • • 0 0 0 0 • Rae�a- d I 348 N.E. 91st Street MIAMI SHORES, FLORIDA 33138 f c o c X E I By z Desi 'p b 1 ( n� 01 PACHECO RESIDENCE • • • • • • • • • • : : V: : : cage 2 of 75 Structural Calculations: \\ Pacheco AdditionAs • • ; • ° : :: • ••• • • • Structural Computations for �Propgsgd •• •'• " Project: ° ° ' Addition at 348 N.E. 91st St., Miami :S�jA. , ;•; ;• °: FIa33138 •• ••••• , Subject Structural Design Design Loads R Live Load = 30.00 psf (Chapter 1616.1 F.B.C. 2004 ) Dead Load = 25.00 psf ( See Dead Load Calculations Below) 55.00 First Floor: Live Load = 40.00 psf ( Table 1607.1 F.B.C. 2004 ) Dead Load = 45.00 psf ( See Dead Load Calculations Below ) 85.00 Dead load Calculations: Roof: Spanish Clay Tile 15.00 psf Roofing & Trusses 6.00 psf Insulation 4.00 psf 1st floor Floor Joist [ sheathing: 20.00 psf Partition 10.00 psf Tiles 15.00 psf PACHECO RESIDENCE f K • • ••• • • • ••• •• •• • • • •• •• • • • • • : • • • • i i i i Fhe 3 of 75 esi n Wind Pressure •• • ' ' ' D Wall ". ' s ::'. Zone Gross Uplift Net Uplift ' ' ' ' goo Pressure P.S!R • • Roofing 1 lative 50.09 -50.09 • • • • 0 • • - 105.75 - 105.75 • • • 2 ative . • • ... .. 3 Neg ative - 105.75 - 105.75 ' ' ' ' ' ' • • . • ••• •• Long Truss Enclosed ) 1 Negative -46.27 -36.27 2 Negative -78.96 -68.96 3 Negative -78.96. -68.96 Short Truss Enclosed 1 Negative -50.09 -40.09 2 Negative - 105.75 -95.75 3 N ative - 105.75 -95.75 Mid Truss ( Partially Open ) 1 Negative ---- -b .26 -57.26 2 Negative - 122.92 - 112.92 3 Ne ative - 122.92 - 112.92 Short Truss Pa7itz 1 Ne ative 2 Ne ative 3 N ative Walls affielE &�ative -50.87 - 60.00 4 & 5 sitive 46.70 a= 3.00 ft PACHECO RESIDENCE . . . . . . . . . . ' Page 4 of 75 • • ••• • • • • ••• Wind Loads ComputatioP Innut ''' • ' • B = 28.33 ft L= 40.08 ft .. .. :00 .. Height to Ridge = 15.00 ft 0 000 0 0 : Height ro Eave = 10.83 ft • • • ' ' ' 00 Wall Area ( 32" c.c. ) = 28.89 ft Roofing Area = . 10.00 ft Long Truss Area = 66.88 ft ( Enclosed ) Short Truss Area = 6.00 ft ( Enclosed ) Mid Truss Area = 10.00 ft ( Partially Open ) Short Truss Area = 2.00 ft ( Partially Open } Basic Wind Speed: 146.00 MPH Exposure: C Importance: II ASCE Combinations: No Structure type : Enclosed & Partially Open Structure Rigidity: Rigid See Computer Output: Windward + Leeward = 57.98 psf PACHECO RESIDENCE 1 A • • ••• • • • ••• 00 00 0 • : : 0 + • Page 5 of 75 • ••• • • • ••• PROJECT: Pacheco Residence PAGE: CLIENT: Reirialdo Gomez • • . . • • DESIGW BY: o PC JOB NO.: DATE:. • • • • IS REVIL'UV Y• • • • • • • • ••• • INPUT DATA Exposure category (A ,B, C or D) = C Importance factor, pg 73,(0.87, 1.0 or 1.15) I = 1.00 Category 11 • • • • CB Basic wind speed V = 146 mph • ' • Topographic factor (Sec.6.5.7.2 pg 30 & 47) K = 1 Flat : : : Building height to ewe he = 10.83 ft • • Building height to ridge hr = 15 ft Building length L = 40.08 ft Building width B = 28.33 ft Effective area of components A = 2 ft DESIGN SUMMARY Max horizontal force normal to building length, L. face = 13.52 kips Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force - 8'98 Id s ANALYSIS Veloctty Pressure qh = 0.00256 Kh Kt Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) K = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6.3, Case I 76) = 0.85 Kd = wind directionality factor. (Tab. 64, for building, page 76) 1:00 h = mean roof height 17-92 ft < 60 ft, [Satisfactory) pesian Pressures for MWFRS p = qh RG Cpf KG Cp, )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and edema) pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 49) 0181.. a = width of edge strips, Fig 6-0, note 9 page 56, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures tsf', Torsional Load Cases Roof an We = 7.91 Roof an le 0 = 0.00 Roof an Ile 0 = 7.91 surface Not Pressure wfth Ne Pressure with Surface Net Pressure with GCpr (+G 1) ( -GCpi) GCpr ( ( -GCpi) GCpr (+GCpi) ( -GCpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -0.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 1 -5.77 -1.59 1 E 0.65 21.66 38.35 .0.61 19.94 36.64 Roof an 1e.6. _.... 0.00 ... 2E -1.07 -57.98 -41.28 -1.07 -57.98 -41.28 surface Ned with 3E -0.56 -34.37 - 17.68 -0.53 -32.93 -16.23 G CPf ( +GC ( - GCpi) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 4T -0.29 5.45 -1.28 3E 3 2 3 2 E ZONE 2/3 BOUNDARY 3E 3 3T 32 2T 2E 4T 2E 2 4T 4E -- 4Ey _ 8 - � 4E-_ IT T t t 5 1 5 tE REFERENCE CORNER tE I REFERENCE CORNER tE REFERENCE CORNER tE REFERENCE CORNER ° NANO DIRECTION ° b KAN1 DIRECTION ° WIND DIRECTION ° WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Torsional Load Case Basic Load Cases s PACHECO RESIDENCE i •• •• • • • •• •• • • • • • : • • • • • �� a Pege6of75 Basic Load Cases In Transverse Direction Basic Load Cases in Lon i udinal Dir ctio�l • • •. Area Pressure k with Area • Pfiesslire k Vft • • • • • Surface Surface (+ f ( -GCp • • • • • i i i • • (ft) ( +GCpf) ( -GCp() ((11) P 1 369 4.20 10.36 1 707 • • 7. 1 ,p3 • • • • • • • • 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 4 707 -1,%42 • -3.6j • • • • • • • 1 E 65 1.41 2.49 1 E 67 01 .35 2147 0 • • • 2E 182 40.54 -7.50 2E 121 -%04 • • -5101 • • • • • 3E 182 -6.25 -3.21 3E 121 • - 6 4b0� i - �j' i i i •• ••• 4E 65 -1.96 -0.88 4E 67 - 1.91 -0.78 Horiz. 13.52 13.52 E HorlL 25.90 25.90 Vert. - 84.98 -44.82 Vert. - 82.21 -42.05 10 psf min. Hoft 6.01 6.01 10 psf min. Hof - 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 sec. 0.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Lon itudinal Direction Area Pr�aure k with Torsion ft - k Area Pressure k with Tmsiari ft Surface (ff I (+GCp i) ( -GC i) (+GC f) ( f) surface (ft) ( +GCP f) (GCp f) r!,36 CP i) ('GCP i ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 8 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 -22.97 4 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 0 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 3 4T 387 -2.11 -0 .49 -30 -7 Total Hoiiz Torsional Load, MT 69 69 Total Horiz Torsional Load, MT 174.4 174.4 y 3 F5- 3�a�3 Design Pressures for components and cladding i I I :I I p = qh[ (G Cp) - (G Ca)I f i f f S I Io.• 4 i f a where: p= Pressure on corn (Eq. 6-22, Pg 33) ° s f a 1 i Pmin =10 psf (Sec. 6.1.4.2). a oeb 4 s F _ - Walls 3 a 2 3 3 2 3 3 2 3 GCp= mdemalPressure coefficient. Roof Roof a >,• see table below. (Fig. 6-11, page 57 -60) Effeclive Zone 1 Zone 2 Zone 3 Zone 4 -GCP GC Zone 5 Grp 90 Area (ff) G GC GC - G G - G P GCP Com 2 0.50 -0.90 0.50 -2.10 0 '210 (Wallsuced 00 ° / %, Fig. 611A note 5.) Comp. 8 Cladding Zone 1 Zone 2 Zone 3 Zone 4 � Pressure Pesifhte eve Poaeiva Poetdve a Peslfiv psi) 31.54 -50.09 31.54 - 105.75 31.54 - 105.75 50.09 54.27 50 PACHECO RESIDENCE r •• •• • • • •• •• • • • • • • • • • • • page 7 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez • • • • .,PESIGN • BY : AG JOB NO.: :; ,: ...<..... DATES • • • • • • REVIEW 9Y ! ., INPUT DATA Exposure category (A„B, C or 0) = C Importance factor, pg 73, (o.87, 1.o or 1.15) 1 = 1.00 Category 11 • • • • • • • • • • • Basic wind speed V = 146 mph • . • • • • • • Topographic factor (Sec.6.5.7.Z pg 30 & 47) K, = 1 Flat : • • Building height to save he = 10.83 ft • • • • • • • • • Building height to ridge hr = 15 it L Building length L = 40.78 ft B I Building width B = 28;33' ft Effective area of components A = 6 ft DESIGN SUMMARY Max horizontal force normal to building length, L. face = 14.16 kips Max horizontal force normal to building length, B, face = 26.74 kips Max total horizontal torsional load - 193.12 ft -kips Max total upward force = 88.29 Id s ANALYSIS Velocity Pressure q = 0.00256 Kh KA Kd V = 48.3 Is where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 Kd = wind directionality factor. (rab. 6-4, for building, page 76) 1.00 h = mean roof height _ 12.92 ft < 60 ft, [Satisfactory] nosian Pressures for MWFRS p = qh UG Cpf M G Ca )I where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 610, page 55 & 56} G C = product of gust effect factor and Internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 49) 03 p18::: or 0:18.; a =width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1B, 0.4h), 0.04B,3] = 5.17 ft (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures ,Basic Load Cases Net Pressures ps q , Torsional Load Cases Roof an le 8 = 7.91 Roof angle 6 = 0.00 Roof an Ile 6 = 7.91 Surface Net Pressure with Net Pressure with Surface Net Pressure with GCpi ( +GCpi) (-GCpi) GCpi ( +GCpI) ( -GC G �' f (+GCpi) ( -GC 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T - 0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 5.10 4T -0.32 . -5.77 -1.59 1 E 0.65. 21.66. 38.35 0.61 19.94 36.64 Roof an lee. _ ...0.00. .. . 2E -1.07 57.98 -41.28 -1.07 57.98 -41.28 Surface Net Pressure with 3E -0.56. -34.37 -17.68 -0.53 -32.93 -16.23 G Cpf ( +GC (-GC ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 5.91 6 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 41 -0.29 5.45 -1.28 3E 3 32 2 2 3 2 ZONE 2/3 SOIINONN 3E 3 3T 2T 4 2E 8 4 r -6 a.,,,,yT 2 D 4 IT _.B 4E 1 �ti 4E 4E 4E -y IT -.- g 8 IT 1 REFERENCE CORNER tE 1 REFERENCE CORNER tE REFERENCE CORNER ° E REFERENCE CORNER ° WIND DIRECTION IM �' 117ND DIRECTION WINO DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE •r •• • • • •• •• • • • ' "' ' dage 8 of 75 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction• • • • • Area Pressure k with Area • Fressure k wi5r • • • • Surface • • • • • • (ft) 1 ('bG" i) ( -GCP,) Surface (ft) (,* 7W- %1�9 •• • • • • 1 322 3.66 9.04 1 656 • • ow. • • • 2 901 -36.36 -21.31 2 1005 -40.55 -23.77 3 901 -23.88 -8.83 3 1005 - 25.64 -8.86 4 322 -7.43 -2.05 4 656 - - •14. 2 91 • -3.34 • • • • • • • 1 E 112 2.42 4.29 1 E 119 • 2.38 • a 4037 • ' • 2E 313 - 18.14 - 12.92 2E 209 -- • 11.1a� • - 44. • • • • 3E 313 -10.76 -5.53 3E 209 r 0..88. -W i �'. ... • • • 4E 112 -3.38 1 -1.51 4E 119 -3.38 -1.38 Horiz 14.16 1 14.16 Horiz 26.74 26.74 Vert. - 88.29 -48.13 Vert. - 84.38 -44.23 10 psf min. Horiz 6.01 6.01 10 psi min. Horiz. 7.75 7.75 Sec, 6.1.4.1 Vert . -24.05 -24.05 sec 5.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pressure k with Torsion ft k Area Pressure k with Torsion ft-k Surtaoe ifr) (+GCP I) ( (+GCP I) (-GCP I) Surface (t� ( +GC (-GC I) ( + GCP , ) (GC ) 1 105 1.20 2.95 9 22 1 268 2.74 7.21 26 69 2 294 -11.87 -6.96 -12 -7 2 796 -32.12 - 18.83 44 26 3 294 -7.79 -2.88 8 3 3 796 -20.30 -7.01 -28 -10 4 105 -2.42 -0.67 18 5 4 268 -5.85 -1.37 56 13 1E 112 2.42 4.29 36 64 1E 119 2.38 4.37 59 108 2E 313 -18.14 -12.92 -37 -26 2E 209 -12.12 -8.63 17 12 3E 313 -10.76 - 5.53 22 11 3E 209 -6.88 -3.39 -9 -5 4E 112 -3.38 - 1.51 50 22 4E 119 -3.38 -1.38 83 34 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1005 -10.14 -5.94 -28 -16 3T 607 -4.02 -1.49 -6 -2 3T 1005 -6.41 -2.21 18 6 4T 217 -1.25 -0.35 -13 -3 AT 387 -2.11 -0.49 -30 -7 Total Horiz Torsional Load, MT 78 78 Total Horiz. Torsional Load, Mr 193.1 193.1 - a - 7 Design Pressures for components and ciaddina s r , a i s s a� a g z - s p = qh[ (G CP) - (G CW)] 5 1 S I 1 o n L&I where: p= pressure on component. (Eq. 6-22, pg 33) `° 4 I s pmt, =10 psf (See. 6.1.4.2). E -- 1 y 2 G C =wdemal pressure coefficient.. Walls see table below. (Fig.6-11, page 57 -60) Roof e.:• Roof o» Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area(fe) GC GCp GC GC GC GC GC GCP GC -GC camp. 6 0.50 - 0.90 0.50 - 2.10 0.50 - 2.10 (walls � uced 10 %, Fig. 6 note 5.) Comp. & Cladding Zone - Zone 2 Zone 3 Zone 4 Zone 5 Pressure P.MW. a PMWWV4 WeBelWe PosmVe a Poswvil a PosMlve (psf) 31.54 -50.09 31.54 - 105.75 31.54 - 105.75 50.09 -54.27 50.09 -66.79 PACHECO RESIDENCE e Pep 9of75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gorinez • • • • • � SIGN PY : � JOB N0.: DATE:* • • • • • • REVIEW BV ••• • • • • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73,(0.87, 1.0 or 1.15) I = 1.00 ' Category 11 • • • • • • • • Basic wind speed V = 146 mph • • • • • Topographic factor (Sec.6.512. pg 30 & 47) K = 1 Flat • i • Building height to eave he = 10.83 ft • • • • • • • • • Building height to ridge hr = 15 ;,- ft L Building length L = 40.08 ft i 1 Building width . B = 28:33*- ft J- B t Effective area of components A = <10 ft DESIGN SUMMARY Max horizontal force normal to building length, L, face = 14.16 kips Max horizontal force normal to building length, B, face = 26.74 kips Max total horizontal torsional load = 193.12 88.29 ki s s Idps Max total upward force = ANALYSIS Velocity pressure qh = 0.00256 Kh V. Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) 0.85 K = wind directionality factor. (Tab. 6-4, for building, page 76) _ h = mean roof height = 12 2.9 92 ft < 80 ft, [Satisfactory] Deslan Pressures for MWFRS p = qh I(D Cpr )-(D Cp, )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coefiicient.(Fig. 6-5, Enclosed Building, page 49) or 0 a8 a= width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1B, 0.4h), 0. 048,3] = 5.77 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures p ,Basic Load Cases Net Pressures ps , Torsional Load Cases Roof angle 0 = 7.91 Roaf an le 6 = 0.00 Roof an Ile 0 = 7.91 Surface 6 Cpf Net Pressure with GCPf Net Pressure with Surface Net Pressure with r'! pl) ( - GCpI) ( +GC ( -GCPI) G CpF ( +G Cpl) ( GC - (+GC 1 0.43 11.38 28.07 0.40 10.20 26.90 1T 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T 00.6.6 9 -10.09 -5.91 2.84 7.02 2 3 -0.39 - 26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 _ ... ... 1E 0.65 .21.66 38.35 0.61 19.94 36.64 Roof an le .0. 0.00 . Net Pressure wffh 2E -1.07 - 57.98 -41.28 -1.07 - 57.98 -41.28 surface 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 G Cpr ( +GC I) ( I ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 1 -0.45 1 -29.22 1 -12.52 -0.45 1 -29.22 -12.52 3T .0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 3 3 2E 2 3E 2 3 2 E 2 ZONE 2/3 BDUNOARY 3 3T 4 2E a 4 r -6 4 4T. . 2 6 4 4T 4E 5 t 5 IE REFEREI RtJER iE t REFERENCE CORNER tE REFERENCE CORNER �tE REFERENCE CORNER c WNO DIRECTION WND DIRECTION NAND DIREC110N a �WND DIRECTION ' Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE 1 � • • ••• • • • ••• • • • • • • • pVg 10 of 75 Basic Load Cases In Transverse Direction Basic Load Cases In ongi idinal Diriectlop• • • • • Area Pressure k Surface with Area ess • • i • • s i see • Surface +GC GC (ft) ( +GC ( -Gfipi • • • • 1 322 3.66 9.04 1 656 • • 6.65 1734 • • • 2 901 -36.36 -21.31 2 1005 -40.55 -23.77 3 901 -23.88 -8.83 3 1005 -25.64 -8.86 4 322 -7.43 -2.05 4 656 - 04829• • -3.3+1 • • • • • • • 1 E 112 2.42 4.29 1 E 119 ' Z.38 4Z7 i i + i • • 2E 313 -18.14 -12.92 2E 209 -1?1 1 � ; -8;63; ;' , ; 3E 313 -10.76 -5.53 3E 209 •.88 • • -3.36 • • • • • •' •6 4E 112 -3.38 -1.51 1 4E 119 -3.38 -1.38 Horiz. 14.16 14.16 £ Horiz. 26.74 26.74 Vert. - 88.29 -48.13 Vert. - 84.38 -44.23 10 psf min. Horiz. 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 Sec. 8.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Lon itudinai Direction Ar gess ure k wish Torsion ft -k Area Pressure k with Torsi ft-k Surface (u / (t (GC I) (GCP 1) (GC I) Surface (� (+GCI) ( - GCP i) (+GCp t) (-GCP I ) 105 1 2.95 9 22 1 268 2.74 7.21 26 69 2 294 -11.87 -6.96 -12 -7 2 796 -32.12 -18.83 44 26 3 294 -7.79 -2.88 8 3 3 796 -20.30 -7.01 -28 -10 4 105 -2.42 -0.67 18 5 4 268 -5.85 -1.37 56 13 1 E 112 2.42 4.29 36 64 1 E 119 2.38 4.37 59 108 2E 313 -18.14 -12.92 -37 -26 2E 209 -12.12 -8.63 17 12 3E 313 -10.76 - 5.53 22 11 3E 209 -6.88 -3.39 -9 -5 4E 112 -3.38 -1.51 50 22 4E 119 -3.38 - 1.38 83 34 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1005 -10.14 -5.94 -28 -16 3T 607 4.02 -1.49 -6 -2 3T 1005 -6.41 -2.21 18 6 4T 1 217 -1.25 -0.35 1 -13 1 -3 1 AT 387 -2.11 -0.49 -30 1 -7 Total Horiz. Torsional Load, Mr 78 78 Total Hodz. Torsional Load, Mr 7 1 19 193.1 y 2 3 1.2 t 3 Design Pressures for components and cladding r - i p= qhI (G Cp) - (G Cw)l 1 A i I I B i Zo°e s 18 5 1 zoM $ 21 12 2 L L -1 .-. 12 where: p = pressure on component. (Eq. 6-22, pg 33) T !A I - 10 psf (Sec. 6.1.4.). ° � I I i Ihnin 2 - 3 Z - 2 �3 3 i 3 3 2 G C external pressure c0aficienL Walls Roof a »° Roof. see table below. (Fig. 6-11, page 57 -60) es7° EffeWve Zone 1 Zone 2 Zone 3 fl er- Zone d GCr GCp 8 � Area (ft) f9C - GC GC - l'aCP comp 1 10 0.50 - 0.90 0.50 2.10 0.50 - 2.10 (Walls �uced 10 %, Fig. 6 note 5.) Comp. & Cladding Zone 1 Zo �2�� Zone 4 Zone S . - .... 'Pressure hostltlre PoagWe Pos�ve afNe (pat) 31.54 5 0.09 31.54 9 54.27 50.09 66.79 PACHECO RESIDENCE , r • :•: = i gage 11 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez r • • • • QESIGN BY : Pl; JOB NO.: DATE P • • • • • • REVIEW! Bf . • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73, (0.87, 1.0 or 1.15) I = 1.00 Category II • • • • • • • • • • • Basic wind speed V = 146 mph • a • • • • • • Topographic factor (Sec.6.5.72, pg 30 & 47) K = 1 Flat r „ i i • • i 0 Building height to eave he = 10.83 ft go Building height to ridge hr = 15 ft Building length L = 40.08 ft B Building width B = . 28.33 ft J Effective area of components A = 10 fe DESIGN SUMMARY Max horizontal force normal to building length, L, face = 14.16 kips Max horizontal force normal to building length, B, face = 26.74 kips Max total horizontal torsional load = 193.12 p s Id M total upward force = 129.56 ANALYSIS Velocity Pressure qh = 0.00256 Kh K Kd V = 4 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) = 0 Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 8-3, Case 1,pg 75) Kd = wind directionality factor. (Tab. 6-4, for building, page 76) = 1.00 h = mean roof height = 12 82 ft a 60 ft, (Satisfactory] Design Pressures for MWFRS p = qh [(G Cr+ )-(G Crd )] where: p = pressure In appropriate zone. (Eq. 6-18, page 32). G C = product of gust affect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C I = product of gust effect factor and internal pressure coefficient(Fig. 65, Enclosed Building, page 49) or -0:55; a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 517 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures (p s% Torsional Load Cases Roof an le 0 = 7.91 Roof an lee = 0.00 Roof lie 0 = 7.91 e Not with Net Pressure with suftee Net Pressure Cp Surfac i GCPt (+GC ( -GCpt) GC' (+ GC P I) (-GCPI) GCPf (tGC ( 1 0.43 5.79 45.24 0.40 - 6.96 44.06 IT 0.43 -1.45 11.31 2 -0.69 -57.52 -6.49 -0.69 -57.52 -6.49 2T -0.69 -14.38 -1.62 3 -0.39 -43.66 7.36 -0.37 -42.67 8.35 3T -0.39 -10.92 1.84 4 -0.32 40.22 10.80 -0.29 38.96 12.06 4T -0.32 -10.06 2.70 1 E 0.65 4.49 55.52 0.61 2.78 53.80 Roof an lie e = . OA0 . 2E -1.07 -75.14 -24.12 -1.07 -75.14 -24.12 Surface Net Presatae with 3E -0.56 51.54 -0.51 -0.53 -50.09 0.93 0 OPr ( +GC i) (-GC i ) 4E -0.47 -47.35 3.67 -0.43 -45.46 5.57 IT 0.40 -1.74 11.02 5 -0.45 -46.38 4.64 -0.45 -46.38 4.64 2T -0.69 -14.38 -1.62 6 -0.45 1 -46.38 1 4.64 1 -0.45 1 -46.38 1 4.64 3T -0.37 -10.67 2.09 41 1 -0.29 -9.74 3.01 3 2E 2 3 2 3 2 7 zaNE 2/3 eWNDARY 3E J 3T 2T 4 2E 6 4 r ,.6 4.,.,,.,� U 2E 2 ° 4 4 T 4E-. 6 1T 1 5 NI' t IT 5 1E t REFERENCE CORNER tE I REFERENCE CORNER r REFERENCE CORNER"" l tE REFERENCE CORNE ° b ghND DIRECTION low DIRECTION ° 'WIND DIRECTION ° WIND OUiECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE •. •. . • . •. .. • 412 of 75 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction • Area Pressure k with Area q • Prmsum k w* • • • • • surface Surface ,,•• • • • f • • • (fe) ( +GCp i) (GCp ( +G i )• ( i • • • • • 1 322 -1.86 14.57 1 656 6 4. - 28-t% ' ' ' ' ' 2 901 -51.82 -5.85 2 1005 -57.80 -6.53 3 901 -39.34 6.63 3 1005 -42.88 8.39 4 322 -12.96 3.48 4 656 -2 j•6 54 • 07.910 • • go* • • 1E 112 0.50 6.21 1 E 119 Q.33 • •6AR • • • • • 2E 313 -23.51 -7.55 2E 209 -1$ -41 's544 ; ; •' :' ' • 3E 313 -16.13 -0.16 3E 209 AV 0 0 f9 • � � � • • • •' 4E 112 -5.30 0.41 4E 119 5.42 0.66 Horiz 14.16 14.16 E Horiz. 26.74 26.74 Vert. - 129.56 -6.86 Vert. - 125.65 -2.96 10 psf min. Horiz. 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sea &1.4.1 Vert. -24 -24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure k with Torsion ft -k Area Pressure k wfth Torsion ft-k Surface . (� ( +GCpi) ("G ( +GCpi) (- GCipl) (ft) ( +GCpiJ (-GCpi) ( +GCPI) (-GCpi) 1 105 -0.61 4.76 -5 35 1 268 -1.87 11.82 -18 112 2 294 -16.91 -1.91 -17 -2 2 796 -45.78 - 5.17 63 7 3 294 -12.84 2.16 13 -2 3 796 -33.96 6.64 -47 9 4 105 -4.23 1.14 31 -8 4 268 -10.45 3.23 99 -31 1E 112 0.50 6.21 7 92 1E 119 0.33 6.42 8 159 2E 313 -23.51 -7.55 -48 -15 2E 209 -15.71 - 5.04 22 7 3E 313 -16.13 -0.16 33 0 3E 209 -10.47 0.19 -14 0 4E 112 -5.30 0.41 79 -6 4E 119 -5.42 0.66 134 -16 IT 217 -0.31 2.45 3 -25 IT 387 -0.67 4.27 10 -61 2T 607 -8.73 -0.99 12 1 2T 1005 -14.45 -1.63 -40 -5 3T 607 -6.63 1.12 -9 2 3T 1005 -10.72 2.10 30 -6 4T 217 1 -2.18 0.59 1 -22 6 4T 1 387 -3.77 1 1.17 1 -54 17 Total Horiz Torsional Load, MT 78 78 Total Horiz. Torsional Load, MT 193.1 193.1 Design Pressures for comon oents and Cladding s F-? - -2 -t s s F -1 s i i i i p= qh[ (G Cp) - (G C g i e . s i i i i i where. p = pressure on component. (Eq. 6-22, p9 33) s s i� _ pmin =10 psf (Sec. 6.1.4.2). ' i 3 S 3 2�3 G C external pressure coefficient. Wails a >r• see table below. (Fig. 6-11, page 57 -60) Roof e.,• Roof i Effective Zone 1 �0.501 �-2.10 �0.90 4 Zone 6 Area - GCp GC - GC 10 0.50 -0.90 -0. 99 0.90 -1.26 (Wails reduced 10 %, Fig. 6-11A note 5.) Comp. & Chiding Zone 1 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure Poem" Poe9We aeve P.Mwe NegafWe P.Mve Pos9We (psf) 48.70 -67.26 48.70 - 122.92 48.70 - 122.92 67.26 -71.43 67.26 83.95 PACHECO RESIDENCE 1 •; ; : Re a 13 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: ReinaldoGomez • • • ••• DESIGtiBY: *QC JOB NO.. DATE•:• • • • • • REVIEW BY! µ• • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73, (0.87, 1.0 or 1.15) I = 1.00 Category II • • • • • • • Basic wind speed V = 146 mph • • s i • i i i i • • • Topographic factor (Sec.6.51Z pg 30 & 47) K, = 1 Flat ; ; �' i i • • i Building height to eave he = 10.83 ft • • • • • • • • • • • Building height to ridge hr = 15 ft L Building length L = 40.08 ft B Building width B = 28.33; ft B Effective area of components A = . 66.86 fe DESIGN SUMMARY Max horizontal force normal to building length, L, face = 14.16 kips Max horizontal force normal to building length, B, face = 26.74 kips Max total horizontal torsional load = 193.12 ft -kips Max total upward force = 88.29 Id ANALYSIS Velocity pressure q,, = 0.00256 Kh Kt Kd V = 46.38 psf where. qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 5-3, Case 1,pg 75) 0 • Kd = wind directionality factor. (Tab. 6-4, for building, page 76) = 1.00 h = mean roof height 12.92 ft < 60 ft, [Satisfactory] Design Pressures for MWFRS p = qh [(G Cpf )-(G Cp, )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coefficient(Fig. 65, Enclosed Building, page 49) 018' '..: or 0 �8;::. a = width of edge strips, Fig 6-0, note 9 page 56, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 5.17 ft (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures , Torsional Load Cases Roof an file 8 = 7.91 Roof angle 6 = 0.00 Roof an lie 0 = 7.91 Surface Net Pressure with I Net Pressure with Surface Net Presstre with G Cpf ( +GC I) ( - GCpi) GCpf (+GCpi) I ( -GC.,) - G Cpf ( +GCpi) ( - GCpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 5.10 4T -0.32 -5.77 -1.59 9 E 0..65 21.66.. 38.35.. 0.61 19.94 36.64 Roof an le 6.. =...0.00 .._ 2E -1.07 57.98 -41.28 -1.07 57.98 -41.28 surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 G Cpf ( +GC (-GC ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 1 -12.52 -0.45 1 -29.22 1 -12.52 1 3T -0.37 -6.38 -2.20 47 1 -0.29 -5.45 -1.28 3 2 3 2 ZONE 2f3 BOUNDARY g 2 3E 3 3 T 2T 4 8. 4 �„ -6 4 ' . .. , ,.. T •� 2E 2 rs 4 4 T r ..8 "^ 4E ..,� 4E 4E 4E.,,,� 6 -_ 1T IT � 5 t 5 tE REFERENCE CORKER IE ' REFERENCE CORNER 1E REFERENCE CORKR �tE REFERENCE COMER * - 'WIND DIRECTION w ND DIRECTION awNO DIRECTION NO DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE i i i i i i .Pa 14 of 75 i Basic Load Cases In Transverse Direction Basic Load Cases in Iongitgoltnal Dir ctioti • ♦ • r j Area Pressure M with Area • • Pr tte w • i • • ♦ i i • Surface ,2 +GC GC Surface Yr) .(+GO (-GO • • • • • 1 322 3.66 9.04 1 656 4 • •6.69• 17.61 • • • • • • • • • 2 901 -36.36 -21.31 2 1005 -40.55 -23.77 3 901 -23.88 -8.83 3 1005 -25.64 -8.86 4 322 -7.43 -2.05 4 656 -14.29 • w-3.34 • • • • • • • 1 E 112 2.42 4.29 1 E 119 %38 0 04.=7 0 • so* • 2E 313 -18.14 -12.92 2E 209 -12012 • •8.63 • • • • • 3E 313 -10.76 -5.53 3E 209 •% r3.� • . i i i • • • • • 4E 112 -3.38 -1.51 4E 119 -3.38 -1.38 E Horiz. 14.16 14.16 E Hodz. 26.74 26.74 Vert. - 88.29 -48.13 Vert. - 84.38 -44.23 10 psf min. Horiz 6.01 6.01 10 par min. Horiz 7.75 7.75 Sac. 6.1.4.1 Vert. -24.05 -24.05 Sec. 6.1.4.1 Vert. -24.05 1 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure M with Torsi (ft -k) Area Presstnre with Torsion 8 -k Surface (ft) ( +G "P I) (-GCp i) (+GC I) ( -GC i) surface (+GC i) ( i) ( I) ( i ) 1 105 1.20 2.95 9 22 1 268 2.74 7.21 26 69 2 294 -11.87 -6.96 -12 -7 2 796 -32.12 - 18.83 44 26 3 294 -7.79 -2.88 8 3 3 796 -20.30 -7.01 -28 -10 4 105 -2.42 -0.67 18 5 4 268 -5.85 -1.37 56 13 1E 112 2.42 4.29 36 64 1 E 119 2.38 4.37 59 108 2E 313 -18.14 -12.92 -37 -26 2E 209 -12.12 -8.63 17 12 3E 313 -10.76 - 5.53 22 11 3E 209 -6.88 -3.39 -9 -5 4E 112 -3.38 -1.51 50 22 4E 119 -3.38 - 1.38 83 34 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1005 -10.14 -5.94 -28 -16 3T 607 -4.02 -1.49 -6 -2 3T 1005 -6.41 -2.21 18 6 4T 1 217 1 -1.25 -0.35 -13 1 -3 41 1 387 1 -2.11 -0.49 -30 -7 Total Horiz. Torsional Load, M 78 78 Total Horiz Torsional Load, Mr 193.1 193.1 s 2 - - 2 3 E,2 Design aressures for comaonents and cladding r s 2 s P =QhI(p�'� Pf�� j GC GC i 8 i n.9 2 12 where: p = pressure on compon 2 � ent. (Eq. 6-22, pg 33) ¢ ° s Pmin =10 psf (Sec. 6.1.4.2). i 3 Z - - G Cp = external pressure coefficient. Walls see table below. (Fig. 6-11, page 57 -60) Roof 0.7* Roof a» Effective Zone 1 Zone 2 Zone 3 Zom► 4 Zone 5 Area (fl? GC. - GC, ac, aCp ac, - GC r-. - aC aC aC Com , 66.88 0.33 -0.82 0.33 -1.52 0.33 -1.52 (Walls 0.77 IU7 reduced 10 ° / %, Fig. 61901 note 5.) Comp. 8, Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure POOMM a PoaClve a • POONVO Nepaeve PosGWe ... ......eHve PA ni (psf) 23.88 -46.27 23.88 -78.96 23.88 - 78.96 44.01 48.19 44.01 -54.63 PACHECO RESIDENCE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • i i Pe 15 of 75 • • • •• PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez • • • . • QESIGN$Y : DG JOB NO MW DATE P • • • • • • REV E B : • "000 t ••• • • • • INPUT DATA Exposure category (A„B, C or D) - C Importance factor, pg 73, (0.87,1.0 or 1.15) I = 1.00 Category If • • • :0. • • Basic wind speed V = 146 mph • . • i i i • • Topographic factor (See.6.5.7.Z pg 30 & 47) K = 1 Fiat : s • • • • • Building height to save he = 10.83 ft •• • • • • • •• Building height to ridge hr = 15 ft L Building length L = 40.08:' ft i Building width B = 28.33' ft B 1 Effective area of components A = 12 ft' DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id s ANALYSIS Velocity pressure q = 0.00256 Kh K Kd V = 46. psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6.3, Case 1;pg 75) Kd = wind directionality factor. (rab. 6-4, for building, page 76) h = mean roof height 1292 ft < 60 f17 [Satisfactory) Deslan pressures for MWFRS p = qh [[G Cnf XG CP1 ll where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G Caf = product of gust effect fbdorand extemal pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C i = product of gust effect factor and internal pressure coefftcient.(Fig. 6.5, Enclosed Building, page 49) or " - 0.118 . a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.113, 0.4h), 0.04B,3] = 300 fit (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures ,Basic Load Cases Net Pressures s , Torsional Load Cases Roof an oleo = 7.91 Roof angle 8 = 0.00 Roof angle 6 = 7.91 NeyAt With Surface Not Pressure w Surface GCvf (+G(. t�� 'GCpi) GCpf (+GCpl) (GCpl) G � t ( ( - GGpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E 0.65. 21.66 38.35 0.61 19.94 36.64 Roof angle 0.= . 0.00 Pressure 2E -1.07 5 G C 7.98 -41.28 -1.07 -57.98 -41.28 Surface Net with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -1623 ( +GCpi) ( - GCpi) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 5.91 6 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 4T :029 5.45 - 128 3 32 2 3E 2 3 2 2 3 ZONE 2/3 BOUNDARY � 3 3i �. 2E �,,,,6 4`• -,�` ` 2E 2 8 4 4 8 4 4E 4E�� CO e 4E 4E.,,., 6 1T IT 1 5 1 5 1 g iE 1 5 tE tE 'lE REFERENCE CORNER REFERENCE ORr1ER REFERENCE CORNER a 0" RE DIRECTION REPT9tENCE C a b WIND DIRECTON a NAND DIRECTION a VAPID DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE r • • •e• • • • ••• •• •• • • • •• •• • • • • • • • • • • - "� ; :Pag* 16 of 75 Basic Load Cases in Transverse Direction Basic Load Cases in Longitu final Dire on• • • • • Area Pressure k with Area • Pre•sunk k wilt • • • • • • • • • • • Surface ( ( +GCP 1) (GC 1) surface ( fr) G I ) ( 1) • i i i i i 1 369 4.20 10.36 1 707 • Z. • 19. 3. • • • 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 4 707 -1!6v ' 0.61 • • • *00 • • 1 E 65 1.41 2.49 1 E 67 %5 �.4= " • 2E 182 -10.54 -7.50 2E 121 •7.04 �6.OA • • • • 3E 182 -6.25 -3.21 3E 121 -4 .06 ;1.9"/. a i • • • • 4E 65 -1.96 1 -0.88 1 67 -1.91 -0.78 E Hodz. 13.52 13.52 Horiz- 25.90 25.90 Vim -84.98 44,82 Vert. - 82.21 -42.05 10 psf min. Hodz. 6.01 6.01 t0 psi min. Horiz. 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 Sec. 8.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure k with Torsion ft-k Area Pressure k with Torsial ft-k Surface (it) ( 1) ( I) ( +GC i ) ( I) Surface (fr) ( +GCp i) ( I) ( I) ( 1) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 w6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 1 217 1 -1.25 1 -0.35 1 -13 -3 4T 387 1 -2.11 1 -0.49 -30 -7 Total Horiz. Torsional Load, Mr 69 69 Total Horiz. Torsional Load, Mr 174.4 174.4 Design Pressures for components and cladding s r 2 _ _ ? a z t a� s g 2 s p = qh[ (G Cp) - (G Cpt)I 517�Oa ly IZa'OA a. sl la . - alI «NI _. la where: p = pressure on component. (Eq. 6.22, pg 33 ) Pmin ° 10 psf {Sec. 6.1.4.2 }. I 3 2 - 2 �3 3 I S 3 2�3 G C extemal pressure coefficient. Walls see table below. (Fig. 6-11, page 57 --60) hoof Roof a >* Effective Zone 1 I Zone �48 Zone 4 Zone s Area (it) GCP - GC GCP GC G GC - GC Com . 12 0.48 0.89 0.48 (Wells reduced 10 , Fig. 6 note 5.) Comp. &Cladding Zono 1 Zone 2 Zone 3 Zone 4 Zone . PreSeY ►e Poshltie a POStl(ve ative Posuive a rle9 a Pasi poeghe We o (psF) 30.81 -49.73 1 30.81 1 - 103.18 1 30.81 - 103.18 49.51 - 53.69 49.51 763 PACHECO RESIDENCE 1 i i i Pa Diaphragm Design - Directiort:X: . .. .... .... Height Tributary = 8.17 ft 0 00 : 00 Width = 40 .08 ft • ... • • • • .• • Windward + Leeward = 57.98 psf Total Horizontal Load = 18.98 kips Total Horizontal Load per Side = 9.49 kips Length of Nailing Dir. X = 28.33 ft Total Horizontal Load per foot = 334.93 Ibs /ft Nailing Design: Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 2.35 Nails/ft Space required between Nails = 5.11 inches Use (1 ) Row of 10d Mimi an 4" c.c. Along the Edge PACHECO RESIDENCE Pie 18 of 75 Diaphragm Design - Directiortwr'..b 000 HeightTdb„ = 8.17 ft Width= 28.33 ft . .......... . Windward + Leeward = 57.98 psf Total Horizontal Load = 13.42 kips Total Horizontal Load per Side = 6.71 kips Length of Nailing Dir. X = 40.08 ft Total Horizontal Load per foot = 167.35 Ibs /ft Nailing Design: Using 10d Nails Allowable Shear per Nail = 142.50 Ibs /Nail N° of Nails required per foot = 1.17 Nails /ft Space required between Nails = 10.22 inches Use (1 ) Row of 10d Nails 6" c c Along the Edam PACHECO RESIDENCE Page 19 of 75 • � • � • � � .. • • • it Uplift Roof • ' �•� �•� ' ' ' • Long Truss: ( Enclosed) • • . ., Inner Part �.: 0 V : .' Width Tributary = 14.17 ft • • f4pl = -'1223.79 Ibs Spacing = 2.00 ft &a •458.33 Ibs Outer Part ( Over Hang ) WidthTribltary = 2.00 ft Uplift = - 275.84 Ibs Spacing = 2.00 ft Gravity = 220.00 Ibs Total Uplift = - 1499.63 Ibs Total Gravity = 1778.33 Ibs Short Truss: ( Enclosed ) Inner Part Width Tributary = 3.00 ft Uplift = - 574.50 Ibs Spacing = 2.00 ft Gravity = 330.00 Ibs Outer Part ( Over Hang ) WidthTribltary = 2.00 ft Uplift = - 383.00 Ibs Spacing = 2.00 ft Gravity = 220.00 Ibs Total Uplift = - 957.50 Ibs Total Gravity = 550.00 Ibs Mid Truss: ( Partially Enclosed ) Inner Part Width Tributay= 5.00 ft Uplift = - 1129.20 Ibs Spacing = 2.00 ft Gravity = 550.00 Ibs Outer Part ( Over Hang ) Width Tributary = 2.00 ft Uplift = - 451.68 Ibs Spacing = 2.00 ft Gravity = 220.00 Ibs Total Uplift = - 1580.88 Ibs Total Gravity = 770.00 Ibs Short Truss: ( Partially Enclosed ) Inner Part Width Tributary = 1.00 ft Uplift = - 225.84 Ibs Spacing = 2.00 ft Gravity = 110.00 Ibs Outer Part ( Over Hang) Width Tributary = 2.00 ft Uplift = - 451.68 Ibs Spacing = 2.00 ft Gravity = 220.00 Ibs Total Uplift = - 677.52 Ibs Total Gravity = 330.00 Ibs PACHECO RESIDENCE :.•. : :• :•• :• • •.• • • • •• • .•• Page 20 of 75 0 go 0 go • • : :.:.• • : : �• C Between Lona Truss';Ad Eoncf9f Maximum Horizontal Forces = 57.98 psf • • ; • : • • .• • • Maximum Uplift = 1499.63 Ibs goo ; :0: : • • • Maximum Gravity = 1778.33 Ibs ... •. • Computation for reaction B = 28.33 ft Height = 8.17 ft Reaction H = 13.42 Kips ( total ) Reaction H = 6.71 Kips ( per side) L= 40.08 ft Truss Spacing = 24.00 in Reaction H = 334.70 Ibs ( per Truss ) Reaction V = 1499.63 Ibs ( per Truss ) Type Use: uplift I Lateral I Acre tance 1 NVHTA 22 2133.00 1 1617.00 03. 0224.10 Lateral interaction . '1ft Force .� H CaP aCnY + UP C apacl tv 334.70 + 1499.63 = 0 OKi 1617.00 2133.00 PACHECO RESIDENCE • •' Page 21 of 75 • Connection Between Short Truss EonciQfe'Q; Maximum Horizontal Forces = 57.98 psf 0 0 ,: �•� ��' ,•• Maximum Uplift = 957.50 Ibs • •, Maximum Gravity = 550.00 Ibs Computation for reaction B = 40.08 ft Height = 8.17 ft Reaction H = 18.98 Kips ( total ) Reaction H = 9.49 Kips ( per side ) L= 28.33 ft Rafter Spacing = 24.00 in Reaction H = 669.87 Ibs ( per Rafter) Reaction V = 957.50 Ibs ( per Rafter ) Type Use: I Uplift I Lateral Acce tance 1 NVHTA 22 2133.00 1617.00 03- 0224.10 Lateral interaction IdI7�ns�i "rrr�c + 11 Force �Ir>«r�t' aloe Ma 669.87 + 957.50 = 0.86 OKI 1617.00 2133.00 PACHECO RESIDENCE • 00 Page 22 of 75 • •• •'. .•• ••• • •• i ; ; • ; ; .. • i i i• Connection Between Mid Truss A;Id boncrW; Beam Maximum Horizontal Forces = 57.98 psf ' . 0 •' • :'. : '' •' • Maximum Uplift = - 1580.88 Ibs •0 ; : • •� Maximum Gravity = 770.00 Ibs ' ' • • • .. • Computation for reaction B = 10.00 ft Height = 6.83 ft Reaction H = 3.96 Kips ( total } Reaction H = 1.98 Kips ( per side) L= 22.50 ft Truss Spacing = 24.00 in Reaction H = 176.09 Ibs ( per Rafter) Reaction V = 1580.88 Ibs ( per Rafter) Type Use: U lift Lateral Hcce tance 2133.00 1617.00 1 NVHTA 22 03- 0224.10 Lateral interaction lift Force Ho rizon 1 + Cpl a� C 176.09 + 1580.88 o 0.85 OKI 1617.00 2133.00 i PACHECO RESIDENCE • . ••• . • . •• • o ' "• • • • i • i • Page 23 of 75 • Connection Between Short Truss:ar;jton*rjbte Bead Maximum Horizontal Forces = 57.98 psf . • • • • 00 : 0 . Maximum Uplift = - 677.52 Ibs •. ; •0 : ;. 0 0 Maximum Gravity = 330.00 Ibs ..' • • • 0 0 0 0 • ; i Computation for reaction B = 22.50 ft Height = 6.83 ft Reaction H = 8.91 Kips ( total ) Reaction H = 4.46 Kips ( per side } L = 10.00 ft Truss Spacing = 24.00 in Reaction H = 891.44 Ibs ( per Truss) Reaction V = 677.52 Ibs ( per Truss) .Type Use: Uplift I Lateral I Acceptance 1 NVHTA 22 2133.00 1 1617.00 1 03- 0224.10 Lateral interaction Horizonta ° lift F orce � "l Or ZIr� nta alp + UPIR CaPa"Y 891.44 + 677.52 0 0.87 OKI 1617.00 2133.00 PACHECO RESIDENCE • • ... . 00 000 • . • . • . • •• .. • •• V. :.. .. ;. • .. •. ..' ; • • • . . ; • Page 24 of 75 I i Fastener Schedule No Type Seat /Header Stra s /Truss I Acre tance 4VHTA 22 6 10d x 1 112" zi 10d 03 ... 0 PACHECO RESIDENCE • . ••. . ' • 0 . ' • • • • • • i 0 . : • Page 25 of 75 • • • • • t t '� • • 0 i• • '•• '.' •�• • • s 0 .• • • . .. .• i'i . t ' • . • 10 • • . • •.' 1 t '.' 1 t t.• ..• Windows / Door Pressures Rear Mark Type / size DIM. Area Zone Pressure Suction 1 Windows 3' -0 "x 4' -0" 12.00 4 49.51 -53.69 Riaht 2 Windows 1 "x 3' -0" 4.50 4 50.09 -54.27 3 Windows 1' -6 1 fx 3' -0" 4.50 4 50.09 -54.27 4 Windows 2' -6 "x 4' -0" 10.00 4 50.09 -54.27 5 Windows 1' -2 "x 2' -0" 2.34 4 50.09 -54.27 Left 6 Windows 1' -9 "x 6' - 0 " 10.50 4 49.94 -54.11 7 Door 2' -6 "x 6-8" 16.67 4 48.86 -52.63 8 Windows 1' -9 "x 6' - 0 " 10.50 4 49.94 -54.11 9 Windows 1' -9 1 lx 6-0" 10.50 4 49.94 -54.11 10 Windows 1' -9 "x 6' - 0 " 10.50 4 49.94 -54.11 11 Door 2' -6 "x 6' -8" 16.67 4 48.86 -52.63 12 Windows 1' -9 "x 6' -0" 10.50 4 49.94 -54.11 13 Windows 1' -9 "x 6' - 0 " 10.50 4 49.94 -54.11 PACHECO RESIDENCE • • • • • i i ' i • i • Page 26 of 75 PROJECT: Pacheco Residence • • • • • • • • • bSIGMY • DC CLIENT: JOB NO.: REiinaldo Gomez !AT • • • • • iR VIy 3Y: • INPUT DATA Exposure category (A„B, C or 0) = C • • • • i • • • • • • Importance factor, pg 73, (0.87 1.0 or 1.15) 1 = 1.00 C"Vol 11 • • • • • Basic wind speed V = 146 TRH 0 : L • • • Topographic factor (Sea.6.5.7.2, pg 30 & 47) K, = 1 Flat '� „ • • • • • • Building height to save he = 10.83 A Building height to ridge hr = 15 ft Building length L - 40.08 ft Building width B = 28.33 ft B Effective area of components A = 16.67 ft DESIGN SUMMARY Max horizontal force nonnal to building length, L, face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force - 84.98 Id s ANALYSIS Velocity pressure qh = 0.00256 Kh Kn Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6.3, Case 1,pg 75) 1.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 76) _ 00 h = mean roof height 1 92 ft < CO ft, [Satlsfactory] Desion Pressures for MWFRS p = qh I(G Cpf ) Ca )I where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G CPf = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 8, ) G CPi = product of gust effect factor and Internal pressure coefficient.(Fig. 6-5, Enclosed Building, Page 49) a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.113, 0.4h), 0.04B,3] .00 ft (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures psf , Torsional L Cases Roof anale 0 = 7.91 Roof angle 0 = 0.00 Roof an le 0 = 7. 1 Surface Net Pressure with Ne Pressure with Surface GCPf Net Preasta with C'�f (+GCpi) ( -GCPi) GCPf (+GCPi) (-GCPI) ( +GC ( CPI) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 .02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 - .91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 - .45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 5.77 - .59 1E 0.65 21:66 38.35 0.61 19.94 36.64 Roof an le 0. = . 0. 2E -1.07 -57.98 -41.28 -1.07 -57.98 -41.28 Surface Net Pressm with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 CP t ( +GC ( CPO 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 .73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 .91 6 -0.45 -29.22 1 -12.52 -0.45 1 -29.22 1 -12.52 3T -0.37 -6.38 - .20 4T -0.29 -5.45 - .28 3E 3 2 32E 2 3 ZE Z T � : 2f3 BOUNDARY 3E 3 3T 2 2T B 4 'w.,,,� 6 4 - .✓'" 6 4E 4 `` T ^ 2E 8 4 41� 4E 4E -..,� 8 4E 6 1T T 5 I g 1 5 1E i 5 1E REFERENCE CORNER 1E REFERENCE CORNER IE REFERENCE COVER REFERENCE CORNER u KIND DIRECTION ° � WIND DIRECTION 'KIND DIRECTION NAND 0=11ON Transverse Direction Longitudinal Direction Transverse Direction Longitudi al Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE • • ••• • • • • • •i• i i i i •i• Page 27 of 75 Basic Load Cases in Transverse Direction Basic Load eases in o Wdipal:J'rtction • • 0 • • 4ret Preesui (kfyft 4 • • • Surface (� ( +GCps) ( -GCp Surface i• • (+GCpO) ( i : 0 � 1 369 4.20 10.36 1 707 7.22 19.03 • • 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 • Im • 027.8, • -x.63 4 369 -8.51 -2.35 4 *07 o. 1'� -3161 s • • • • 1 E 65 1.41 2.49 1 E 6� • • 1.%5 • :,?A7: • 2E 182 - 10.54 7.50 2E 0 121 • - 7A,4 • ; 401• 3E 182 -6.25 -3.21 3E 121 -4.00 -1.97 • • • 4E 65 1 -1.96 -0.88 4E 67 1 -1.91 -0.78 Horiz. 13.52 13.52 Horiz. 25.90 25.90 Vert. - 84.98 -44.82 £ Vert. 82.21 42.05 10 psf min. Horiz. 6.01 6.01 10 psi min. Horiz. 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 Sec 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure k with Torsion (ft -k) Area Pressure M with Torsion ft-k Surface Surface - ft - + - (ft) ( +GC pt} ( GC PI) ( +GC pi} (-GCpi) (ft) ( +GC PI} ( GC PI} ( GC PI} ( GC PI) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320• -6.98 - 1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 1 -0.35 -13 -3 4T 387 1 -2.11 -0.49 1 -30 1 -7 Total Horiz. Torsional Load, M 69 gg Total Horiz. Torsional Load, M7 174.4 174.4 Design pressures for components and cladding 1 r, a__ 2 s p = qh[ (G Cp) - (G Cpl)] e I e e 12 where p = pressure on component. (Eq. 6-22, pg 33) z„ I s s Z , ° • 21 12 2 i - t� 1 _ Pmin = 10 psi (Sec. 6.1.4.2). G C = external pressure coefficient Walls see table below. (Fig. 6-11, page 57-60) Roof Roof ear• .a» 1 Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area (ft'j GC - GC GC - G GCp' GC GC GC GC GC Comp. 16.87 0.46 -0.88 0.46 1.94 0.46 - 1.94 (walls �uced 10 50, Fig. 6 note 5.) Comp &Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure PmMve Nmafive PisBfi e a P.We's a8ve - pas ef(ve Posrhe attre (Psf) 29.48 -49.06 29.48 -98.55 29.48 -98.55 48.46 -52.63 48.46 63.52 PACHECO RESIDENCE ' ; •.. ; 0 • • ••• i i i i • i • Page 28 of 75 PROJECT: Pacheco Residence • • PAGE: CLIENT: Rdinaldo Gomez i ; ; • i •' • •DESIG4I BY: DC JOB NO.: • DACE s a • • • • • *VVW BY • • INPUT DATA Exposure category (A„B, C or D) = C • 00 • s • s • • • • Importance factor, pg 73, (0.97, 1.0 or 1.15) 1 = 1.00 Oeteg • QpAli . • ; • •• • • Basic wind speed V = 146 mpti a a • a s ` : • Topographic factor (Sec.6.5.7.2, pg 30 & 47) K, = 1 'F1at • • • L • • .. • • • Building height to eave he = 10.83 It Building height to ridge hr = 15 ft 4 Building length L = 40.08 ft Building width B = 28.33 ft B Effective area of components A = 10.5 ft DESIGN SUMMARY Max horizontal force normal to building length, L. face - 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id s ANALYSIS Velocity pressure qh = 0.00256 Kh K� Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 K = wind directionality factor. Crab. 6-4, for building, page 76) h = mean roof height = 12.92 ft < 60 ft, (Satisfactory) Deslan pressures for MWFRS p >= qh [(G Cpr )-( C pt )� where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coefficient(Fig. 6-5, Enclosed Building, page 49) 013::' or - 0418.. a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1B, 0.4h), 0.04B,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures (ps , Torsional Load Cases Roof an le 9 = 7.91 Roof angle e = 0.00 ile 8 = 7.91 Surface Net Pressure with Ne Pressure with surface G C Net Pressure with f GCp (+GCpI) (-GCpI) GCPt ( +GCpI) ( -GCpI) pf (+GCpI) ( - GCpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 - 10.09 5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E 0.65 21.66.. 38.35 0.61 19.94 36.64 Roof an Ie 0:.= .0.00 . 2E -1.07 57.98 -41.28 -1.07 -57.98 -41.28 Surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 1 GC ( +GC ( -GC 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 1 -29.22 1 -12.52 1 -0.45 -29.22 1 -12.52 3T -0.37 5.38 -2.20 4T -0.29 -5.45 -1.28 3E 3 2 * 2E 2 3 3 2 2 2E ONE 2/3 aOUNDART 3E 3 3 T 2T 4 ^� 8 r ,,, - 4 -.,„` T 2 E 2 ' �. g 4 4T 4E 4E - _ 4E -., T I 5 I 5 IE g IE REFERENCE CORNER IE IE REFERENCE CORNER REFERENCE COMER RE WIND DIRECTION WIND DIRECTION o b W ND DIRECDON ° WIND DIFMON Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE �•••• ••• ••• i• •: ••• i • :•i i • - • • • s • • i : • • • Page 29 of 75 •• Basic Load Cases in Transverse Direction Basic Loan Ca s Lon AWI ?"rectlon• • • Area Pressure k with Aft • e wffh • • j i • Surface ift) ( +GCp I) (-GC 1) Surface • (/ • (+ T) • ( Cp I) • 1 369 4.20 10.36 1 707 7.22 19.03 • • 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 0 10" -27.87 • .3.0 -9.63 4 369 -8.51 -2.35 4 • 70r • 15.4 •3. • 4 • • 1 E 65 1.41 2.49 1 E 0 67• •�.35 • 2.49• • • 2E 182 - 10.54 - 7.50 2E • 121 7 • -541 3E 182 -6.25 -3.21 3E 121 -4.00 -1.9P • • • 4E 65 1 -1.96 -0.88 1 67 -1.91 -0.78 Horiz 1 13.52 13.52 Horl7- 25.90 25.90 Vert. - 84.98 -44.82 Vert. -82.21 -42.05 10 pal min. Horiz 6.01 6.01 10 psf min. HorIL 7.75 .7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 Sac 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure W with Torei (ft - k) Area Pressure k with Tore! mt ft - k Surface i� ( +GC i) ( i) ( +GC I) ( -GCp i) Suffices (fe) ( +GC 1) (-GC,, (+GCPt) (-GC I ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 - 10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 - 0.97 30 8 4 320 -6.98 -1.63 80 19 1E 65 1.41 2.49 24 42 1E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 1T 217 0.62 1.52 -6 -15 1T 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 1 -0.35 -13 -3 4T 387 1 -2.11 -0.49 1 -30 1 -7 Total Hodz. Torsional Load, Mr 69 69 Total HoriL Torsional Load, Mr 174.4 174.4 Design pressures for components and cladding s r a - - ? s s r a� s 3 x s i I i t t t p= gh[(GCP) (GCw where: p = pressure on component. (Eq. 6-22, pg 33) i t t t t t Pmin =10 psf (Sec. 6.1.4.2). G C extemai pressure coefficient Walls s a a s s a s s y s see table below. (Fig. 6-11, page 57-60) Roof e.r• Roof e» Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area (ft� GCP - OCP GCp - ac, a C P - GC GC - e Gcp - GCp comp. 10.5 0.50 0.90 0.50 2.09 0.50 -2.09 (Wal a redu 10 %, Fig. 6 11A note 5.) . Comp. &Cladding Zone 1 Zon� Zone 4 2oneS Pressure Positive Pos91re at(ve Pos9ive aWe Pos@ke awe (Psf) 31.34 -50.00 31.34 07 49.94 54.11 49.94 66.48 PACHECO RESIDENCE • • ••• M :•••• �•: •• •� •:• • • • • • i w ' • i Page 30 of 75 PROJECT: Pacheco Residence • • PAGE: CLIENT: Reinaldo Gomez DFSIGN�Y : DC JOB NO. • TE f i • • •• • • • EW EW MY: INPUT DATA Exposure Category (A„B, C or D) C • • • • i • • • • Importance factor, pg 73, (0.87, 1.0 or 1.15) 1 = 1.001 Cattory&. • • • • • Basic wind speed V = 146 mgh i • • • • Topographic factor (Sec 6.5.7.2, pg 30 & 47) K, = 1 Flat • • �' „ ! i ... • • • Building height to eave he = 10.83 ft Building height to ridge hr 15 ft ti Building length L = 40.08 it B I Building width B = 28.33 it Effective area of components A = 10.5 fe DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id s ANALYSIS Velocity pressure q = 0.00256 Kh K Kd V = 46. psf where. qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) KI = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 Kd = wind directionality factor. (Tab. 6.4, for building, page 76) 1.00 h = mean roof height = 17-92 it < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh KG Cpf XG C )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and extemai pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coef8cient.(Fig. 6-5, Enclosed Building, page 49) or -.0.18 a = width of edge strips, Fig 6-0, note 9, page 56, MAXI MI N(0.1 B, 0.4h), 0.046,3] = 3.00 ft (IBC Fig. 1609.6.2.2, footnote 5) Nei Pressures p ,Basic Load Cases Net Pressures s , Torsional Load Cases Roof an lea = 7.91 Roof an lee = 0.00 Roof angle 0 = 7.91 surf" Not Pressure with Net Pressure with Surface Net Pressure with G CPf (+GCPI) ( -GCpi) GCOT (' ( -GCp1) GCPf (+GC ( - G" l Pi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 - 23.66 -0.69 -40.35 -23.66 2T -0.69 -10:Q9 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0:32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E. 0.65 21.66 38.35. 0.61 19.94 36.64 Roof an le 9.. _ .0.00 2E -1.07 -57.98 -41.28 -1.07 -57.98 -41.28 Surface Net Pressure with G 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 f (+GC I) ( 6.7 3 I ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.7 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 1 -0.45 1 29.22 1 -12.52 -0.45 -29.22 -12.52 j 3T -0.37 -6.38 -2.20 4T -0.29 ' -5.45 -1.28 3 32 3E 2 3 2E 2 ZONE 2/3 BOUNDARY g 3 37 2T 2E 6 4 4T. 2E 2 e 4 4T 6 4E 6 4E -_ g 4E- _ IT IT 1 5 1 5 IE REFERENCE CORNER IE 1 REFERENCE CORNER lE REFERENCE CORNER IE REFERENCE CORNER ° �'YOND DIRECTION �" WINO DIRECTION ° WIND DIRECTION ° G RIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE �•••: ••• ••• :• •: ••• • • • ••• • • •:• Page 31 of 75 Basic Load Cases in Transverse Direction Basic Low C e in oAi Hudijaaiblrec • • • • Area Pressure with • ur c with : : • Surface 4 , ( ( +GC i) (-GCp t) sum• ( ( + `i►'v i) (GC 1) • • • i 19.03 • 1 369 4.20 10.36 1 707 7.22 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 0 0 •1096 -2J.87 • -9.63 4 369 -8.51 -2.35 4 • 74 • 115 • -3�ufi • • • • 1 E 65 1.41 2.49 1E 6= • • 1.35 0 2;f • 2E 182 -10.54 -7.50 2E • 121 • J'64 • • -5'01 3E 182 6.25 -3.21 3E 121 -4.00 • • - 1j94/• • • 4E 1 65 -1.96 1 -0.88 4E 67 -1.91 -0.78 E Horiz 13.52 13.52 Horiz 25.90 25.90 Vert. -84.98 -44.82 Vert. 1 -82.21 1 -42.05 10 pal min. Horiz 6.01 6.01 10 psf mm. Horiz 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 sec 8.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pressure W with Torsi (ft -k) I Area Pressure W with Torsion ft-k Surface (f r) ( +GCp i) ( -GCp i) (+GC 1) ( -GCp l) Surface (fe) ( +GCp 1) (-GCp i) ( +GCp i) ( -GCp 1) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 - 1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 1 217 -1.25 -0.35 -13 -3 4T 387 -2.11 -0.49 -30 1 -7 Total Horiz Torsional Load, MT 69 69 Total Horiz. Torsional Load, MT 174.4 1 174.4 Design Pressures for components and cladding 3 -i 3 3 1 i 1 3 3 1 2 3 = GC GC sl P qh[ ( p) - ( p)I a `T _ Zone 4 e S g i Zo A p i 11 7' .-. where: p = pressure on component. (Eq. 6-22, Pg 33) Pmin =10 psf (Sec. 6.1.4.2)._ G C = external pressure coefficient Wct115 3 4 2 3 3 2 3 3 2 3 see table below. (Fig. 6-11, page 57-60) Roof es7° Roof a »` Effective Zone 7 Zone 2 Zone 3 Zone 4 �Zone ea (ft) GCp - O G Gc G G GCP GCP 0.5 0.50 - 0.90 0.50 - 2.09 0.50 - 2.09 0.90 -0.99 (Wells reduced 10 %, Fig. 6 note 5.) Comp. & Cladding Zone" Zone 2 Zone 3 Zone 4 Zone 6 Pressure Poshbe Mmove Positive etive P.M. aUVe Positive ative PospWe (Par) 31.34 -50.00 31.34 - 105.07 31.34 - 105.07 49.94 54.11 49.94 66.48 PACHECO RESIDENCE • • • • • • • • • • • • • • • • • • Page 32 of 75 • • ••• • • • • ••• PROJECT: Pacheco Residence PAGE: CLIENT • Reinaldo G%nrz • • • • • • • • DESIGN BY: DC p JOB NO.: • i i i • � Lt • • • • • REVIEW BY: 000 A INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73,(0.87, 1.0 or 1.15) 1 =.** ; .0Q • t II 000 • • • Basic wind speed V = • 0*6 • rn:h • Topographic factor (Sea6.5.7.2 pg 30 8 47) K _ • • 1 • • Fist i • • i L � e Building height to save he • 10.93 'W • • Soo •sr Building height to ridge hr = 15 ft L Building length L = 40.08 ft Building width B = 28.33 ft B Effective area of components A = 10.5 it' DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 bps Max horizontal force normal to building length, B, face = 25.90 laps Max total horizontal torsional load = 174.43 ft -ldps Max total upward force - 84.98 Id s ANALYSIS Velocity Pressure qh = 0.00256 Kh K K V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, case 1,pg 75) 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 76) 1.00 h = mean roof height = 12.92 ft < 60 ft, [Satisfactory] Design Pressures for MWFRS p = qh [(G Cpf )-(G C )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6.10, page 55 & 56) G C = product of gust effect factor and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 49) or x0:18' a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.113, 0.4h), 0.046,3] = 3.00 ft (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures ps , Torsional Load Cases Roof angle 6 = 7.91 Roof an We = 0.00 Roof angle 0 = 7.91 surface Net Pressure with Ne Pressure with surface Net Pressure VA" (+GCpl) (-GCpi) GCpt ( +GC ( -GCpi) GC ( +GC ( -GCpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 1T 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 40.35 -23.66 2T -0.69 40.09 -$.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1.E 0:85 21.66 38.35 0.61 19.94 36.64 Roof an IlLe 0 . _ . 0.Q0 ... 2E -1.07 -57.98 -41.28 -1.07 - 57.98 -41.28 surface Net Pressure with GCPI (CPR) G 3E -0.56 -34.37 - 17.68 =0.53 -32.93 -16.23 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 5.91 6 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 3T -0.37 -6.38 -2.20 4T -0.29 5.45 -1.28 } Z 3 Z ZONE T/} eOUNOARY S. *.CORNER 3E 3 2E 2T 4 8 4 �i 8 4- ...,� T. .2E 2 6 4E . _ 4E 4E...•4E•,_ TT S I 5 E REFERENCE CORNER 1E 1E ' REFERENCE CORNER REFERENCE CORNER RE*• WINO DIRECTION NAND DIRECTION °" WIND DIECTION NAND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE • • . . . • • • . . •: : : ; Page 33 of 75 Basic Load Cases in Transverse Direction Basic Load Cases ii1.lpngitud 1al Di on Area Pressure k with • • • Ai • • NFUt Surface (ft�} ( +GC I) (-GCp i) • • A. ) GCP � ( 1 369 4.20 10.36 • 1 •P07 7.22 1 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 9.63 4 369 8.51 -2.35 0 0 * 0 • •707 • All wl,61 1 E 65 1.41 2.49 1• • • 17 i i i. • 2.47 2E 182 -10.54 -7.50 i i i V i • "A04 • - 01 3E 182 -6.25 -3.21 • 3 • • • • " r .97 4E 65 1 -1.96 -0.88 4E 67 -1.91 -0.78 E Horiz. 13.52 13.52 £ Horiz. 25.90 25.90 Vert. - 84.98 -44.82 Vert. - 82.21 -42.05 10 psf min. Horiz. 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure k with Torsion (ft -k) Area Pressure with Torsion ft -k Surfaces surface (ft) ( +GCPi) ( - G CPI) ( +GCPi) ( -GCPI) (f ( +GCPI) (GCPi) r38 (-GCPi) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 - 1.63 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 -3 4T 387 -2.11 1 -0.49 -30 -7 Total Horiz. Torsional Load, MT 69 gg Total Hortz. Torsional Load, MIT 174.4 174.4 Design pressure s for components and cladding 3 3 3 �2 1 3 3 r z 3 p- qh[ (G C - (G C pt)l 5111 i i Z°.+e 4 1 g Zoe° A 21 12 21 I w 1 12 where: p = pressure on component. (Eq. 6-22, pg 33) -• 5 ' i ; ii pmin =10 psf (Sec. 6.1.4.2). 1 1 1 1 1 3F- 1•.2 -J3 S2�� 3 2�3 G C external pressure coefficient. Walls see table below. (Fig. 6-11, page 57 -60) Roof e.r• Roof 'e »` 5 Effective Zone 1 Zone 2 Zone 3 � �4�zane GC,. Area (ff I GCP -GCP GCP - GCP GCP GCP Comp 10.5 0.50 - 0.90 0.50 - 2.09 0.50 - 2.09 (Wal uced 10 %, Fig. 6 note 5.) Comp. & Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 .. - Pressure PoslQve PosffNe a PneiWe ative Poegive • - pmom auve (psfi 31.34 -50.00 31.34 - 105.07 31.34 - 105.07 49.94 - 54.11 49.94 66.48 PACHECO RESIDENCE • • • • • • • • • Page 34 of 75 • • ••• • • • • ••• PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo G09V • • • • • •. • • DESIGN BY: DC JOB NO.: • • • • r a a REVIEW BY: n • • • • • • • INPUT DATA Exposure category (A,B, C or D) - C Importance factor, pg 73,(0.87, 1*.o or 1.15) 1 =000 : -01 • .%te4AIi I : • • • Basic wind speed V - • • i 40 i i h i • • i • • Topographic factor (Sec.6.5.7.2, pg 30 & 47) K =• • • : 1 •Flat i i i • • aa • Building height to eave he - 10.83 Building height to ridge hr = 15 ft 1 Building length L = 40.08 It B Building width B = 28.33 ft B Effective area of components A = 16.67 it DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 kips Max horizontal force normal to building length, B, face = 25.90 Idps Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id ANALYSIS Velocity Pressure q = 0.00256 K K Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, case 1,pg 75) = 0.85 Kd = wind directionality factor. (rab. 6.4, for building, page 76) 1.06 h = mean roof height = 12.92 it 4 60 ft, [Satisfactory] Design Pressures for MWFRS p = qh I(G C Pf ) CPC )] where: p = pressure in appropriate zone. (Eq. 6-18, Page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, Page 55 856) G C I = product of gust effect factor and internal pressure coefficienL(Fig. 6-5, Enclosed Building, page 49) 6:18 :;;: or .:: ;0.:48 a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net pressures , Basic Load Cases Net Pressures ps , Torsional Load Cases Roof an le 0 = 7.91 Roof angle 0 = 0.00 Roof an L0 = 7.91 Suface I Net Pressure with Net Pressure with Surface Net Pressure with GCpf (+GC ( -GCpi) GCpr (+GC`ip1) (-GCPI) GCpi (+GCpi) ( - GCPI) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 - 40.35 23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1 E 0.65. 21.66 38.35 0.61 19.94 36.64 Roof 12 0 . 0.00 2E -1.07 57.98 -41.28 -1.07 - 57.98 -41.28 Surrace Net Pressure wtth 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 Gcpr (' ( - GCpi) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 1 -12.52 1 -0.45 1 -29.22 1 -12.52 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 3E 3 3 2E 2 2 AC.OR ZONE 2/3 BOUNDARY 3E 3 M 4 2E 6 �,,,,,6 4` T. ^ ZE 2T 2 B a 4T r,.6 _a IT 5 I g I g tE t IT g IE I REFERENCE CORNER IE REIE REFERENCE CORNER R EFERENCE CORNER a ox rym DICTION ' ppNO DIRECTION NO DIRECTION b WIND . OIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE •• •• • • • o• •• • • • • • • • • • • • • i : : : Page 35 of 75 Basic Load Cases In Transverse Direction • Basic Load gasel IrLLongituoinal Direction Area Pressure with o i • $• i� Preeswe k w@h Surface r (fe) ( +GCp i) ( i) • • (f0 • 1 369 4.20 10.36 • • • • 1 • 707 • 7.2 •. W. 3 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 0 • 04* • 70*4 • - • i 3.61 1 E 65 1.41 2.49 0 • 31 3 067' .35 • • 2.47 2E 182 -10.54 -7.50 0 2E• a 912; • •f.04 x5.01 3E 182 -6.25 -3.21 • • :39 • • 123 :.QO • . k i-97 4E 1 65 1 -1.96 -Q.88 4E 67 -1.91 -0.78 E Horiz 13.52 13.52 E Horiz 25.90 25.90 Vert. - 84.98 -44.82 Vert. - 82.21 -42.05 10 psf min Horiz 6.01 6.01 10 psf min. Horiz 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 j Sec. 6.1.4.1 1 Vert. 1 -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Lon itudinal Direction Surface Area Pressure W with Torsion (ft -k) Area Pressure k with Torsi ft-k ( r) . ( +GCp I ) (-GCp i ) (' -'GCP I) ( -GC p i } Surface (f r) ( +GC I) ( -GCp i ) ( +GC I) (-GC i ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 =39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 - 1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61• -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 1 217 -1.25 -0.35 -13 -3 4T 387 1 -2.11 -0.49 -30 -7 Total Horiz Torsional Load, M gg 69 Total Horiz Torsional Load, Mr 174A 174.4 Dgslan Pressures for components and cladding a r a__? 1 s s i' i s - 3 r ,� s s p = qh[ (G Cp) - (G CW)) Z • a ig s tzae^ ai is ai- iN « i s where: p = pressure on component. (Eq. 6-22, pg 33) a Am1n- 10psf(Sec.6.1.4.2). s z" - z a s s G C = wdemal pressure coefficient. Walls see table below. (Fig. 6-11, page 57 -•60) Roof a<:• Roof a ?° 6ffecUve Zone1 Zone 2 Zone 3 Zone 4 Zone 6 Area (ft . GC G GC GCP GC - GC GC GCP �P GCP comp. 16.67 0.46 0.88 0.46 1.94 0.46 -1.94 0.86 -0.95 0.86 -1.19 (Walls reduced 10 %, Fig. 6-11A note 5.) Comp. & cladding Zone T Zone 2 Zone 3 Zone 4 Zone 6 Pressure Poswe a Postthe �111 o. P osBWe. a Posttke (psf } 29.48 49.06 29.48 -929.48 - 98.55 48.46 - 52.63 48.46 61.52 PACHECO RESIDENCE •• •• • • . •• •• • • • i : i i i Page 36 of 75 • • ••• • • • PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gornl6z • • 006 • • • DESIGN BY: DC JOB NO.: •. • • • T . • • • REVIEW BY: ••. •.. • INPUT DATA Exposure category (A ,B, C or q = C Importance factor, pg 73, (o.87, to or 1.15) I =so ; -0Q %telbfyli 0 • • * so Basic wind speed V - • • i • 4 i i n*h o • • i • t • • Topographic factor (Sec.6.5.7.2 pg 30 & 47) K = • • 1 • • Feet • • . • Building height to eave he =• • 10.93 W • • • • • Building height to ridge hr = 15 ft Building length L = 40.08 It Building width B = 28.33 It B Effective area of components A = 10.5 to DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 kips Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id s ANALYSIS Velocity pressure q = 0.00256 K K Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 Kd = wind directionality factor. (Tab. 6.4, for building, page 76) 1.00 h = mean roof height = 12.92 ft < 60 M [Satisfactory) Design pressures for MWFRS p = qh I(G C pf )-(a Cpl )] where. p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure-coefficient see table below. (Fig. 6-10, page 55 8 56} G C i = product of gust effect factor and internal pressure coefficient.(Fig. 65, Enclosed Building, page 49) = 6i18 or 4AS a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.16, 0.4h), 0.046,31 = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures (p , Basic Load Cases Net Pressures ps , Torsional Load Cases Roof an le 0 = 7.91 Roof angle 8 = 0.00 Roof an L.2. = 7.91 surtaae Net Pressure with Net Pressure with surface Net Pressure with GCpf (+GC"PI) ( -GCpt) GCp (+GC ( -GCpi) GCPf (+GC ( - GCpi) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1 E 065 ....21.66 .38.35 . 0.61 19.94 36.64 Roof an Ie 8 .= .0.00 2E -1.07 57.98 -41.28 -1.07 57.98 -41.28 Surface Net � wtth 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 GCPf ( +GC I ) (-GC ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 5.91 6 -0.45 -29.22 1 -12.52 1 -0.45 1 -29.22 1 -12.52 1 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 z 3E 3 2 3 2. 2 ZONE 2/3 BOUNDARY 3E 3 3T 3 2T 2E 8 4 4T X 2 8 4 4T - -i 4E 4 -."`� 8 4 '"�- 9E�,,, 4E -_ 4E-_ iT I I I t g 1 T S tE REFERENCE CORNER IE REFERENCE COPoVER IE REFERENCE CORNER IE REFERENCE CORNER ° �Vfim DIRECTION ° WIND DIRECTION ° NO DIRECTION ° WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE i •• •• • • • •• •• • • • • • • • • • • • • i i *• i i i i Page 37 of 75 Basic Load Cases in Transverse Direction • 0 Basic Load Gases it4l ongitu final DJrpctlon Area Pressure W with • • • • • r su M Surface • • S z+GO I ( ( + GCPI) ( -GCPi) • • • 1 369 4.20 10.36 • • • • 1 • 707 • 7.22 • 2 1032 -41.65 -24.42 2 1093 -44:09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 • • •4 • • 70'A • -06.42 • F 3.61 1 E 65 1.41 2.49 • Zr.: :6700 ' • 35 • 2.47 2E 182 -10.54 -7.50 ; .2E; *1 0 *7.04 X 5.01 4 3E 182 -6.25 -3.21 • • 0 3E• • 126 • 00 • • .1.97 4E 65 -1.96 -0.88 4E 67 -1.91 -0.78 Harz 13.52 13.52 £ Horiz 25.90 25.90 E Vert. 13.52 44.82 Vert. - 82.21 -42.05 10 psf min Hartz. 6.01 6.01 10 psf min. Horiz 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pressure k with Torsion ft k Area Pressure k w T orsion ft -k Surface ( ( ( - GCPi) ( + GCP I J ( i) Surface (ft) l (+GCPi) ( - GCp I) ( ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 32 3 425 11.27 4.17 13 5 3 971 -24.78 -8.56 -12 4 152 -3.51 0.97 30 8 4 320 -6.98 -1.63 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 i 15 8 3E 121 -4.00 - 1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 1T 217 0.62 1.52 -6 -15 1T 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 .1.25 -0.35 -13 -3 1 AT 387 1 -2.11 -0.49 -30 -7 Total Hartz Torsional Load, Mr 69 69 Total Horiz Torsional Load, Mt 174.4 174.4 . Desisin pressures for components and cladding ' r a _ _ z +' 3 r z ; s g ; s GC GC I _ I I ° u,2 gI ��4 pl 12 yl... '.v w�--�2 where p = Pressure on component. (Eq. 6-22. Pg 33 ) i 1 A i 1 Pmin =10 psf (Sec. 6.1.4.2). ° 1- - - -- I ' - I - - I - � Walls 3 3 2 3 3 2 3 G C extemal pressure coefficient. Roof e<r Roof 8 >,• see table glow. (Fig. 6-11, page 57 -60) Effective Zone 1 Zone 2 Zone 3 GCP �Wp ne 4 1 314 GC �ne 5 GCP Area (ft GC . GC GCp - GCP GCa Com . 10.5 0.50 0.90 0.50 - 2.09 0.50 - 2.09 uced 10%. Fig. 6 note 5.) Comp. &Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure " PoeNHe .. PoaHive . POSMve a PosBNe ... PoseWe • (psf) 31.34 -50.00 31.34 - 105.07 31.34 - 105.07 49.94 -54.11 49.94 -66.48 PACHECO RESIDENCE • •• • • • :0 • • • • • • • • • i i i i i i i i Page 38 of 75 • • ••• • • PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez • • • • • • • • DESIGN BY: DC JOB NO.: • * • • • Tf< • • • REVIEW BY •.• 1 • • • • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73, (0.87, 1.0 or 1.15) V =• • • •01.01 i at Ii : • • ` • • • Basic wind speed • • • • • ♦ • Topographic factor (Seo.6.5.7.Z pg 30 R 47) K,, _• • • • 1• • It • • Building height to save he = 10.93 It Building height to ridge hr = 15 it Building length L = 40.08 ft Building width B = 28.33 ft j B Effective area of components A = 2.34 ft DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 kips Max horizontal force normal to building length, B, face = 25.90 Idps Max total horizontal torsional load 174.43 ft -kips Max total upward force = 84.98 Id ANALYSIS Velocity pressure qh = 0.00256 Kh K Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, Crab. 6-3, Case 1,pg 75) = 0.85 K = wind directionality factor. Crab. 6-4, for building, page 76) - 1.00 h = mean roof height = 12.92 ft < 60 ft, [Satisfactory) Desifan pressures for MWFRS p = qh [( G Cpf )-(G Cpt )) where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and extemal pressure coefficient, see table below. (Fig. &10, page 55 & 56) G Cpl = product of gust effect factor and internal pressure coefftcient.(Fg. 6-5, Enclosed Building, page 49) = 0:18 or I 4A8 a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1 B, 0.4h), 0.0413,31 = 3.00 ft (IBC FIg.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures (pA, Torsional Load Cases Roof an le 0 = 7.91 Roof le 0 = 0.00 Roof an ;lee = 7.91 surface Net Pressure with Ne Pressure with Surface Net Pressure with GCpf ( +GC ( -GCp1) GCpf ( ( -GCpl) GC (+GCpi) (-G PI) 1 0.43 11.38 28.07 0.40 10.20 26.90 1T 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 A.59 1E 0.65 21.66 38.35 0.61 19.94 36.64 Roof angle O..=+.+ 0.0.0 2E -1.07 -57.98 -41.28 -1.07 57.98 -41.28 surface Net Pressure with GCp} 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 (+GCpi) ( - Glpl) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 5.91 6 -0.45 -29.22 -12.52 1 -0.45 1 -29.22 1 -12.52 1 3T -0.37 -6.38 -2.20 4T -0.29 5.45 -1.28 3E 3 2 32E 2 3 32 . ZONE 2/3 BOUNDARY 3E 3 3 T 2T 2E 6 4 4T 2E 2 6 4 yT 4E 4 E- ...,,,- 6 g -.." 1T � e T h t 5 t 5 tE REFERENCE CORNER tE I REFERENCE CORNER tE REFERENCE CORNER u �tE REFERENCE CORNER c ° * 'rnND DIRECTION `� WIND DIRECTION wN0 DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE %.. • %.• • • • • • i i i i Page 39 of 75 Basic Load Cases in Transverse Direction • Basic Load Gases ngity 1(nal p Area Pressure k with • • • • • re su k'IRvith Surface • • S�face {� ( +G I) (G I ) ifr) ( +GCPI) (-GC,,) • � • • • 1 369 4.20 10.36 1 • 707 • 7.22 • IQ ,(T3 2 1032 -41.65 -24.42 2 1093 - 44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 • • 0 4 0 •70 d&42 • s 3.61 1E 65 1.41 2.49 • •li.• :67 x • 2.47 2E 182 -10.54 -7.50 : :!E: *12j• X7.04 5.01 3E 182 -6.25 -3.21 • • •3E • 124 .490 ** 0 1.97. - 4E 65 1 -1.96 -0.88 4E 1 67 -1.91 -0.78 Hartz. 13.52 13.52 Horiz 25.90 25.90 Vert. - 84.98 -44.82 £ Vert. - 82.21 -42.05 10 psf mire Horiz. 6.01 6.01 10 par min. Horiz. 7.75 1 7.75 Sea 6.1.4.1 Vert. 1 1 - 24.05 - 24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure M with Torsion 8 -k Area Pressure k with Torsion (11- suftoe (f r) ( +GC I) ( -GCP I) ( +GCP I) (-GCP I) Surface (11) ( +GC I) (-GCP I) ( +GCP t) (-GCP 1) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 .24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 .6.98 -1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -0.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 -3 4T 387 1 -2.11 1 -0.49 -30 -7 Total Horiz Torsional Load, MT 69 69 1 Total Hcriz. Torsional Load, MT 174.4 174.4 Design pressures for components and cladding 3 r 2 --? 3 2 r2 1 s s 1 z� 3 p ° qh[ (G CP) - (G Cis)) s 1 c 12°"8s 41 12 yl'. Iw LI where. p = pressure on component. (Eq. 6-22, pg 33) p i - - - 3 G C extemal pressure coefficient.. Walls Roof Roof � >T` see table below. (Fig. 6-11, page 57 -60) e•�° 1 Effective Zone 1 1 Zone 2 Zone 3 Zo�4 Area (R G GC GC GCP GCr Com . 2.34 0.50 -0.90 0.50 -2.10 0.50 -2.10 0.90 (Walis reduced 10 %, Fig. 6-11A note 5.) Comp. & Cladding , Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 .. Pre88Ure PoclfNe a Pos@We ative .. PosMI2 eft. P.MW. . ..aWe Paola" (psi) 31.54 -50.09 31.54 - 105.75 31.54 - 105.75 50.09 54.27 50.09 -66.79 PACHECO RESIDENCE 4 1 • • ••• • • • ••• • • • • • • • • • • • i i i i i i i Page 40 of 75 • • ••• • • • PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez • . • 900 • • • DESIGN BY: DC JOB NO.: • • • • D T ; • • • REVIEW BY: � u, ��, �' � �1ldi� ��' i� �► f � � � m � „,fir a► • • ••• • • • • • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73, (0.87, 1.0 or 1.15) 1 = • • • =.02 • ►%te :00 • • • Basic wind speed V = • •140 • mph • • K Topographic factor (Sec.6.5.7.Z pg 30 & 47) K - T0.A i 1: i F i • • • Building height to save he = Building height to ridge hr = 15 ft Building length L = 40.08 ft Building width B - 28.33 ft B Effective area of components A = 10 ft DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 Idps Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Idps ANALYSIS Velocity pressure qh = 0.00256 Kh K Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1.P9 75) 0.85 K = wind directionality factor. (Tab.. 6.4, for building, page 76) 1.00 h =mean roof height 12.92 ft a 60 ft [Satisfactory) Design Pressures for MWFRS p = qh RG C )-(G C )) where. p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor "and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and Internal pressure coefflcienL(Fig. 6-5, Enclosed Building, page 49) 018' or 018_ a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.18, 0.4h), 0.046,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures (p , Basic Load Cases Net Pressures s , Torsional Load Cases Roof an le 0 = 7.91 Roof angle 0 = 0.00 Roof an lie 0 = 7.91 Surface Not Pressure with Net Presstrce with Surface Net Pressure with GCI,f (+GC ( -GCpI) BCpt (fGCa1) ( -GCpI) ' GCp{ (+GC ( -GCpI) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T - 0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E 0.65. 21.66 38.35 0.61 19.94 36.64 Roof an lee . =.. 0.00 2E -1.07 -57.98 -41.28 -1.07 -57.98 - 41.28 surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 GC ( +GC ( -GC 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 3E 3 2 *2E ZONE 2/3 BOUNDARY 3T *CCRNER 2E 6 4 4T 3 2E 2 2T 6 4 -.6 �". 4E �""1 4E 4E 1T 6 _ 4E`1T i tE REFERENCE CORNER 1E RE REFERENCE CORNER RE ° �vnNO DuvECnoN VAND DIRECTION ° # 'x1ND DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE • • • • • • • • • • • • • i • i i i i Page 41 of 75 • • ••• r • • Basic Load Cases In Transverse Direction • Basic Load Cas Long iti inal Direction Area Pressure k with • i • S Q � �1re$ • Prft b with surface (� (+GC 1 ) ( -GC I) •( (+G 1 } ( Gp 1) 1 369 4.20 10.36 000 0 1 • 707 • 7.22f 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 • • 0 40 • 0# • f1642 • -3.61 1 E 65 1.41 2.49 • 1iFi • 6t 0 `35 • 2.47 2E 182 -10.54 -7.50 :2E: f :12: • ; 7.04 : 5.01 3E 182 -6.25 -3 • • 0 3E+ • 124 04.60 • -1.97 4E 65 -1.96 -0.88 4E 67 -1.91 -0.78 £ Horiz. 13.52 13.52 E Horiz. 25.90 25.90 Vert. - 84.98 -44.82 Vert - 82.21 -42.05 10 psf an. Horiz. 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In`Longltudinal Direction Area Pressure M with Torsion ft -k Area Pressure k with Torsion ft-k Surface (it) ( +GC t) (-GCp 1) (+GC (-GC I) Surface ( +GC i) (-GC 1) ( +GC (-GCp I ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 64 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 - 3.51 - 0.97 30 8 4 320 -6.98 - 1.63 80 19 1 E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00. -1.97 -6 -3 4E 65 - 1.96 - 0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 1T 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 -3 4T 387 -2.11 1 -0.49 1 -30 1 -7 Total Holz. Torsional Load, MT 69 69 Total Horiz. Torsional Load, MT 174.4 174.4 Design pressures for components and cladding 3 z__? 3 3 r a I s 3 1 4 3 p = qh[ (G Cp� - (G CPt)� s I e e z I 11 21 -Iw wl�lp where p= pressure on c:otnponent. (Eq. 6-22, pg 33) s' e s i 1 g 1 1 1 g1 1 II,g i Pan 10 psf (Sec. 6.1.4.2). 3 �2 I S 3 2'3 G C = m demal pressure coefficient. Walls see table below. (Fg.6.11, page 57-60) Roof e.T• Roof Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone B Ama (ft). GC, - MC G Cp I - GCp I GCp . GCp G . Gc . gap Com 10 0.50 -0.90 0.50 -2.10 0.50 - 2.10 0.90 -0.99 0.90 -1.26 (Walls reduced 10 %, Fig. 5 note 5.) Comp. 8a Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure PosOtve - e PasiNe PosOlve I WaWtm POSEVe PasONte NeOefhre (Psf) 31.54 1 -50.09 1 31.54 - 105.75 1 31.54 1 - 105.75 50.09 1 - 54.27 1 50.09 I -66.79 PACHECO RESIDENCE • • i • i i i i Page 42 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo G orry z • • • • • 000 • • • DESIGN BY: DC JOB NO.: • • • • REVIEW BY: • • ••• • • • • • INPUT DATA Exposure category (A„B, C or D) = C Importance factor, pg 73, (0.87, 1.0 or 1.15) I =• • • .00 • telay11 • • • • Basic wind speed V = • • 14 n;ph 0 • • • • • Topographic factor (Sep pg 30 & 47) K,, = • • 1• • F3at • • : L Building height to save he = • 10.3 o ft • • ••• ai Building height to ridge hr = 15 it Building length L = 40.08 ft Building width B = 28.33 It B Effective area of components A = 4.5 fe DESIGN SUMMARY Max horizontal force normal to building length, L, face 13.52 kips Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upw ard force 84.98 Id ANALYSIS Velocity pressure - q = 0.00256 K K Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 K = wind directionality factor. (rab. 6.4, for building, page 76) = 1.00 a , h =mean roof height 12.92 ft 60 ft, [Satisfactory) Design pressures for MWFRS p = qh [(G Cpf XG CW )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure coefficient.(Fig. 6 , Enclosed Building, page 49) 818 or x0.18 a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.113, 0.4h), 0.048,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures s , Torsional Load Cases Roof an lee = 7.91 Roof angle 6 = 0.00 Roof angle 9 =. 7.91 Surface Net Pressure with Net Pressure with Surrace Net Pressure with GCP ( +GCpi) (-GCp1) GCPf ( +GCPI) (-GC,,,) GCpf (_GCPi) ( -GCPT) 1 0.43 11.38 28.07 0.40 10.20 26.90 1T 0.43 2.84 7.02 2 -0:69 -40.35 -23.66 -0.69 40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1.E 0.65. 21.66 38.35. 0.61 19.94 36.64 Roof an Ile 0 ..= .. 0.00 . 2E -1.07 -57.98 -41.28 -1.07 - 57.98 -41.28 Surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 G CPf ( +GC (-GC i ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 -12.52 -0.45 1 -29.22 -12.52 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 3E 2 32E ZONE 2/3 BWKWW 3 3 2 2E 2 T ,,` 6 4 r�6 4E 4..`..`�.T ^ 2E 2 8 4 4 T 4E 4E " 6 4E - � 6 1T 5 t 1 S 1 ti 5 tE 1 REFERENCE CORNER IE REFERENCE CORNER IE REFERENCE CORNER IE REFERENCE CORNER 6 'WIND DIRECTION �' WIND DIRECTION �iWND DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE • • • • • • • • • • •; ; ; Page 43 of 75 Basic Load Cases In Transverse Direction a Basic Load rasep n dinal Direction Surface Area Pressure W with • i S�rfa� i • �P r� Pressures ,,•• wf (� ( +GC l) ( -GCpi) : • •(• • ( C' I )• li�rp i ) 1 369 4.20 10.36 • • • • 1 • 70 • 7. • 9. 3 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 so • 4 • • 70j. 6 1� * 42 • 3.61 1 E 65 1.41 2.49 • • iIg : 6A .35 • 2.47 2E 182 -10.54 -7.50 2E• 91A• •'.04 • -5.01 3E 182 -6.25 -3.21 • • i3Fa • • 12: i- QO • • -1.97 4E 65 -1.96 -0.88 4E 67 -1.91 -0.78 Horiz 13.52 13.52 E Horiz. 25.90 25.90 Vert. - 84.98 -44.82 Vert. -82.21 -42.05 10 psf min. Horiz 6.01 6.01 10 psf min. Horiz 7.75 7.75 Sec. 6.1.4.1 Vert. -24.05 -24.05 Sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Lon Itudinal Direction Area Pressure with Torsion ft k Area Pressure k with Torsion 8 - k Surface Surface Area ( +GCp1) ( - GCpi) ( +GCp (-GCp1) (ft) ( +GC (-GCpi) ('+'GCpi) (-GCp 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 80 19 1E 65 1.41 2.49 24 42 1E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -0.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12. -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 -3 4T 387 -2.11 -0.49 -30 -7 Total Holz Torsional Load, MT T Total Horiz Torsional Load, Mr 174.4 174.4 Design Pressures for components and cladding 3 r -2 _ _ z i 3 3 r 2 'A A 1 ? 3 p = qhl (G Ca) - (G Cw)1 s i where p= pressure on component. (Eq. 6-22, pg 33) �, P i s a i x� 2 1 12 2 1- 1� i- i 2 Pmin =10 psf (Sec. 6.1.4.2). i i 1 i - 3 - 2' - 2 �3 3�2�5 3 -4 3 G C extemal pressure coefficient. Walls see table below. (Fig. 6-11, page 57-60) Roof a- Roof °T Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area (ft G - GCp GCp - GCp GCp GCp GCp - GCp GCp I GCp Com 4.5 0.50 1 -0.90 0.50 -2.10 1 0.50 1 -2.10 1 0.90 -0.99 0.90 1 -1.26 (Walls reduced 10 °k, Fig. 6 note 5.1 Comp. & Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 3 Pressure Positive a Pos�ve a PosMve WvWl a P.-W" . PmWO i (1 31.54 -50.09 31.54 - 105.75 31.54 - 105.75 50.09 -54.27 50.09 -66 PACHECO RESIDENCE • • • • • • • • • Page 44 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomoz . DESIGN BY: DC JOB NO.: " • • • DATE • • • • • REVIEW BY: � �. � nisi �� },- :• INPUT DATA Exposure category (&,B, C or D) = C Importance factor, pg 73,(0.87, 1.0 or 1.15) 1 = • • Coe Categp4+ II 000 Basic wind speed V = • • :mph 0 • ` • Topographic factor (Sec.6.5.7.Z pg 30 & 47) K. = : i 1; : Fipt • ; L „ ; Building height to eave he =" ?0.8'3 R • • • • • Building height to ridge hr = 15 ft y Building length L = 40.08 ft Building width B = 28.33 ft B Effective area of components A = 4.5 ft DESIGN SUMMARY Max horizontal force normal to building length, L, face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 Idps Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Idps ANALYSIS Velocity pressure q = 0.00256 K K K V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 76) = 1.00 = h =mean roof height 12.92 ft < 60 f1, [Satisfactory) Deslan pressures for MWFRS p = qh I(G Car )-(G Cp, )) where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G Cpf = product of gust effect factor and external pressure coeffici see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor and internal pressure ooefficient.(Fig. 65, Enclosed Building, page 49) 018a or a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1B, 0.4h), 0.046,31 = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures psf , Torsional Load Cases Roof angle 0 = 7.91 Roof an to 0 = 0.00 Roof angle 0 = 7.91 surface Net Pressure with Net Pressure with Surface Net Pressure with GGpf ( +GCpl) ( -GCpi) GCPf (+GC ( - GCpi) GCpf ( +GCipl) ( 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E 0.65 21.66 .38.35. . 0.61 19.94 36.64 Roof an 160 = ....0.00 .. . . 2E -1.07 57.98 -41.28 -1.07 -57.98 - 41.28 Surface. Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 GCPf ( +GC (-GC I ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 1T 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 -29.22 1 -12.52 -0.45 -29.22 1 -12.52 1 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 3E 3 2 3 2E 2 3 2 2E ZONE 2/3 BOUNDARY 3E 3 n 2T 6 4 4T _ 2E 2 6. 4 4T 4E 411 6 4E- 4 �^ 4 E. , `..,i: 4E-_ - 6 6 IT IT 5 I 5 7 5 IE 7 5 IE I REFERENCE CORNER IE TE REFERENCE CORNER REFERENCE CORNER REFERENCE CORNER ° O "WIND DIRECTION ° WIND DIRECTION ° WIND DIRECTION NANO DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE Or • ' • • • Page 45 of 75 • Basic Load Cases in Transverse Direction Ba&ic Load se ( JLongitudinal Direction Area Pressure k with • • • • 0 mass Pre* k Surface ( (-GC,, (-GCP.) : � Su�Macs ) • • (AC0) 4% ) 1 369 4.20 10.36 • • • • 1 • 0 • 7. , 1 08 2 1032 -41.65 -24.42 2 1093 -44.09 -29.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 4 • 0 4 : • 707 • -J5,4 -3.61 1 E 65 1.41 2.49 • 167. • 1 2.47 2E 182 -10.54 -7.50 • • .:21 • VIM • -5.01 • 3E 182 .-6.25 -3.21 • • 1 :E: • q2t 1 400 • •1.97 4E 65 -1.96 -0.88 4E 67 -1.91 -0.78 Horiz. 13.52 13.52 E Hoft- 25.90 25.90 Vert. - 84.98 -44.82 Vert. - 82.21 -42.05 10 psf min. Horiz 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Pressure k with Torsion ft Area Pressure k with Torsion ft - k Surface Surface if r) ( +GCP i) ( - GCP i) ( +GCP i) ( i) (ft) (+GCP i) ( (+GCP t) ( i ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 80 19 1 E 65 1.41 2.49 24 42 1E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 -13 -3 4T 387 -2.11 1 -0.49 -30 1 -7 Total Horiz Torsional Load, MT 69 69 Total Horiz. Torsional Load, MT 174.4 174.4 Design pressures for components and cladding [,2 3 1 23 p= qh[ (G Cp) - (G Cp)l s i g I ".� 2 where: p = pressure on component. (Eq. 6-22, pg 33) ,." ( Sec. "'° ` ' a s I'° w Amin =10 6.1.4.2 . G C = external pressure coefficient. Wall s see table below. (Fig. 6-11, page 57-60) Roof e.�• Roof »` Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone b Area (ft) GC GC GC, G - GC GC - GC GC -GC comp. 4.5 0.50 -0.90 0.50 -2.10 0.50 -2.10 0.90 -0.99 0.90 -1.26 (4Ualis reduced 10 %, Fig. 6-11A note 5.) Comp. 8 Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone b .. .. .. Pressure - Positive Plm!2. Posldve a Positive ..... a PosBtre e (Pat) 31.54 50.09 31.54 - 105.75 31.54 1 - 105.75 1 50.09 1 - 54.27 1 50.09 1 -66.79 PACHECO RESIDENCE • • i • i i i i Page 46 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gom DESIGN BY : DC ez JOB NO.: • • • • d T • • • • REVIEW BY: ••• • . . • • INPUT DATA Exposure category (A,B, C or D) - C Importance factor, pg 73, (0.87 1.0 or 1.15) I = • 1.00, fategiri ll fee Basic wind speed V • U i i i i • t • Topographic factor (Ssc.6.5.7.Z Pg 30 & 47) K = :1 * FIB • Building height to save he = • 10.88 A • • 000 • Building height to ridge hr = 15 ft Building length L = 40.08 It Building width B = 28.33 ft B Effective area of components A = 12 ft? DESIGN SUMMARY Max horizontal force normal to building length, L. face = 13.52 kips Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id s ANALYSIS Velocity pressure q = 0.00256 K K K V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient ficient evaluated at height, h, (Tab. 63, Case In 75) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 76) = 1.00 h = mean roof height = 12.92 it < 60 it [Satisfactory] Design pressures for MWFRS p = qh RG Cpf MG Ca )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 55 & 56) G C = product of gust effect factor..and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 49) 0A$ : -t198 a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MI N(0.1 B, 0.4h), 0.046,3] = 3.00 ft (IBC Fig.1609.6.2.2, footnote 5) Net Pressures psf), Basic Load Cases Net Pressures (psf), Torsional L oad Cases Roof angle 0 = 7.91 Roof an Ie 0 = 0.00 Roof angle 8 -- 7.91 surface NetPressure with Not Pressure with Surface Net Pressure with GCpf ( +GCp ( -GCp1) GCPf ( +GCpI) (- GC'pi) � CPf ( +GC (-GCpl) 1 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 110.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1.59 1E 0.65 .21.66. 38.35 0.61 19.94 36.64 Roof an le 0 = ...0.00 . . 2E -1.07 -57.98 -41,28 -1.07 -57.98 -41.28 Surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 G C f ( +GC (-GC ) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 2.55 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 -10.09 -5.91 6 -0.45 1 -29.22 1 -12.52 1 -0.45 1 -29.22 -12.52 3T -0.37 -6.38 -2.20 4T -0.29 -5.45 -1.28 3E 3 Z 44T 2 3 2E ZONE 2/3 MUNDARY 3E 3 3T 2 2T 8 2E 4 8 4 /'..".6 4 ____ T 2E 8 4E _ 4E� 4EB4E 1 8 1T g iT REFERENCE CORNER IE REFERENCE CORNER iE REFERENCE CORNER tE RE° WIND DIRECTION ° � WND DIRECTION YANO DIRECTION AND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE r • • ••• • • • ••• •• •• • • • •• •• • i i i i• i i i i Page 47 of 75 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Surface W • •• Area Pressure k � with Surface � i i i • (�) (,GC ( -GC ,) ( ( ��' } (*� ' )* • • • • 1 369 4.20 10.36 1 • 701P 7.2F 0 0 19.03 • • • • 2 1032 -41.65 -24.42 2 • 1093 -44.06 -2 %.85 • • 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 4 707 -15.42 -3.61 1E 65 1.41 2.49 1E •M i1.36 :?4 i • ••• 2E 182 -10.54 -7.50 2E 121 •;7.f ; ; 0 •• 3E 182 -6.25 -3.21 3E 1�t 04M • 0.1.87 • • 4E 65 -1.96 -0.88 4E • 7 X1.91 0-0.18 • • • • E Horiz. 13.52 13.52 £ Horiz. 25.90 25.90 Vert. - 84.98 -44.82 Vert. - 82.21 -42.05 10 par mim Horiz. 6.01 6.01 10 psf min. Horiz 7.75 7.75 Sam 6.1.4.1 Vert. -24.05 -24.05 Sec e.t.a.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pressure k with Torsi (ft -k) Area Pressure k with Torsion (ft -k surface Surface r � (� ('fG� -pl) (- GCi ( ('GCPI) (� ( +GCPI) ('GCPn) ( +GC ( -GCPI) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -0.98 - 1.63 80 19 1 E 65 1.41 2.49 24 42 1E 67 1.35 2.47 36 67 2E 182 -10.54 -7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 11.00 -1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 -0.35 1 -13 1 -3 1 4T 1 387 1 -2.11 1 -0.49 1 -30 1 -7 Total Horiz. Torsional Load, MT 69 gg Total Horiz. Torsional Load, MT 174.4 174.4 Desian pressures for corn onents and cladding ? r ? _ -? 1 ' ' - ' - �? +' a+e om al la zl -I.., ...�_. la where. p = pressure on component. (Eq. 6 22. pg 33} ` s s a pmtn =10 psi (Sec. 6.1.4.2). 1 J~2 - - y " 3�2 �3 31 24S G C = e)demal pressure coefficient Walls see table below. (Fig. 6-11, page 57 -60) Roof Roof e.�• e» Effective Zone 1 I Zone 2 Zone 3 Zone 4 Zone 5 Area ( ) GC GC GC GC GC GC GC GC GCP GCP COMP, 12 0.48 -0.89 0.48 -2.04 0.48 -2.04 0.89 -0.98 0.89 -1.23 ( Walis reduced 10%, Fig. 6-11A note 5.) Comp. 8 Cladding Zone 1 1 Zone 2 Zone 3 Zone 4 Zone 8 Pressure Pos(tNe - PosMve a PasHWe tiv ae F PMW0 Negaave Poeknve e - ( Par) 30.81 - 49.73 30.81 - 103.18 30.81 - 103.18 49.51 -53.69 49.51 65.63 PACHECO RESIDENCE • . ... . . • •.• • . . . • . . . • . • Page 48 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: Reinaldo Gomez DESIGN BY: DC JOB NO.. AT • • • VI 4if S ••• • • • • • INPUT DATA Exposure Category (A„B, C or D) C Importance factor, pg 73,(0.87, 1.0 or 1.15) 1 = 1.00 Category li • 000 0 Basic wind speed V = 146 mph • o a : • •" Topographic factor (Sec.6.5.7.Z pg 30 8 47) K = 1 Flat • • • . • • Building height to save he = 10.83 ft • • • : : 0 o 0 000 • • Building height to ridge hr = 15 ft 1 Building length L = 40.08 ft 1 B I � Building width B = 28.33 ft Effective area of components A = 10.5 ft DESIGN SUMMARY Max horizontal force normal to building length, L. face = 13.52 Idps Max horizontal force normal to building length, B, face = 25.90 kips Max total horizontal torsional load = 174.43 ft -kips Max total upward force = 84.98 Id ANALYSIS Velocity Pressure q = 0.00256 Kh Kt Kd V = 46.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 31) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 75) = 0.85 K = wind directionality factor. (rob. 6.4, for building, page 76) _ 1.00 h = mean roof height = 12.92 ft < 60 ft, [Satisfactory] Design Pressures for MWFRS p = qh I(G Cpf ) C )] where: p = pressure in appropriate zone. (Eq. 6-18, page 32). G C = product of gust effect factor and external pressure coefficient, see table belay. (Fig. 610, page 55 & 56} G C = product of gust effect factor and internal pressure coefficient(Fig. 6-5, Enclosed Building, page 49) = `. 0:78. Or •0:18.. a = width of edge strips, Fig 6-0, note 9, page 56, MAX[ MIN(0.1 B, 0.4h), 0.048,3] = 3.00 ft (IBC Fig. 1609.6.2.2, footnote 5) Net Pressures , Basic Load Cases Net Pressures ps , Torsional Load Cases Roof an le 9 = 7.91 Roof angle 0 = 0.00 Roof an lie 0 = 7.91 Surface Net Pressure with Net Pressure with Surface Net Pressure with GCpf (tGCp1) (-GCpI) G 'f ( +GCpI) ( -GCpI) - P I (+GCpI) ( - GCpI) 1. 0.43 11.38 28.07 0.40 10.20 26.90 IT 0.43 2.84 7.02 2 -0.69 -40.35 -23.66 -0.69 -40.35 -23.66 2T -0.69 -10.09 -5.91 3 -0.39 -26.50 -9.80 -0.37 -25.51 -8.81 3T -0.39 -6.63 -2.45 4 -0.32 -23.06 -6.36 -0.29 -21.80 -5.10 4T -0.32 -5.77 -1..59 1 E 0.65 21.66 38.35 .0.61 19.94 36.64 Roof an le 0. = 0.00 . 2E -1.07 - 57.98 41.28 -1.07 -57.98 -41.28 Surface Net Pressure with 3E -0.56 -34.37 -17.68 -0.53 -32.93 -16.23 GCpt :2.55 GCpI} (GCpI) 4E -0.47 -30.19 -13.49 -0.43 -28.29 -11.60 IT 0.40 6.73 5 -0.45 -29.22 -12.52 -0.45 -29.22 -12.52 2T -0.69 0.09 -5.91 6 -0.45 -29.22 -12.52 -0.45 29.22 -12.52 3T -0.37 6.38 -1 4T -0.29 5.45 -1.28 3E 3 2 3 2E 3 ZONE 2/3 SOIINOAR9 32E 2 3 2T 3 4 8 4 ^ 6 q �"r T. 2E 2 8 hE _ 4E 4E-..,� 4E -.: a IT 5 t T $ tE i 5 I tE REFERENCE CORNER tE REFERENCE CORNER REFERENCE CORNER tE REFERENCE CORNER ° � DIRECTION ° �' WIND DIRECTION WINO DIRECTION ° WINO NRECRON Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Basic Load Cases Torsional Load Cases PACHECO RESIDENCE .. .. • . . .. .. • • . . . . . . . . • Page 49 of 75 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction, • • Area Pressure k with • Arm • Peassrre ( -ih R • • • Surfs (R) ( +GC i ) ( -GC I) SuffaCe (it • G: p I S l i / • • :0. 1 369 4.20 10.36 1 • • 7 • 7.2& P 000 • • • 2 1032 -41.65 -24.42 2 1093 -44.09 -25.85 3 1032 -27.36 -10.12 3 1093 -27.87 -9.63 4 369 -8.51 -2.35 4 j0.7 • X 15. • 3.61 • • • • 1 E 65 1.41 2.49 1E • 67 • • 1.• • 147 • • 2E 182 -10.54 -7.50 2E ?2,1 : * ,34 : :,,6'b1 ' • 3E 182 -6.25 -3.21 3E • 12'I 4.0�' : -1197: • • • • 4E 65 -1.96 -0.88 4E 67 -1.91 -0.78 E Horiz. 13.52 13.52 E Horiz 25.90 25.90 Vert. -84.98 -44.82 Vert. - 82.21 -42.05 10 psf min. Horiz 6.01 6.01 10 psf min. Horiz. 7.75 7.75 Sea 6.1.4.1 Vert. -24.05 -24.05 sec. 6.1.4.1 Vert. -24.05 -24.05 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Area Pre ssure k with Torsion ft -k Area Pressure k with Torsion ft-k Surface ( ( +GCp 1) ( -GCpI) ( +GCp i) ( -GCpI) Surface Area ( +GCp 1) ( i) ( +GC i) ( i ) 1 152 1.73 4.27 15 36 1 320 3.27 8.61 38 99 2 425 -17.16 -10.06 -20 -12 2 971 -39.19 - 22.97 54 32 3 425 -11.27 -4.17 13 5 3 971 -24.78 -8.56 -34 -12 4 152 -3.51 -0.97 30 8 4 320 -6.98 -1.63 80 19 1E 65 1.41 2.49 24 42 1 E 67 1.35 2.47 36 67 2E 182 -10.54 .-7.50 -25 -18 2E 121 -7.04 -5.01 10 7 3E 182 -6.25 -3.21 15 8 3E 121 -4.00 - 1.97 -6 -3 4E 65 -1.96 -0.88 33 15 4E 67 -1.91 -0.78 51 21 IT 217 0.62 1.52 -6 -15 IT 387 0.99 2.61 -14 -37 2T 607 -6.12 -3.59 8 5 2T 1093 -11.02 -6.46 -30 -18 3T 607 -4.02 -1.49 -6 -2 3T 1093 -6.97 -2.41 19 7 4T 217 -1.25 1 -0.35 -13 -3 4T 387 -2.11 1 -0.49 -30 1 -7 Total Horiz Torsional Load, Mr 69 69 r Total Horiz. Torsional Load, M 174.4 174.4 Desian Pressures for components and cladding 3 r 2 _ _? y 3 3 t2 I3 R2' p =ghl(GCp)-(GCP1)l where: p = pressure on component. (Eq. 6-22, pg 33) ° ` ' s s z°°` Pmin =10 psf (Sec. 6.1.4.2). �3~2�S G C = extemal pressure coefficient Walls see table below. (Fig. 6-11, page 57 --60) Roof Roof °» Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area (ft� GC I - GC GC GC GC - GC.. GC Com . 10.5 1 0.50 1 -0.90 1 0.50 -2.09 1 0.50 1 -2.09 1 0.90 0.99 0.90 1.25 (Walls reduced 10 %, Fig. 6-11A note 5.) Cgmp. 8 Cledding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure PoslBve Negaft a PosMve NMR&e 'PoaNhe N910 Pos�ve' a PosOWe e (psf) 31.34 1 -50.00 31.34 - 105.07 1 31.34 - 105.07 1 49.94 1 - 54.11 1 49.94 66.48 PACHECO RESIDENCE . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . • Page 50 of 75 Beam Design •; . .... ... . .... . .. .. . .... B -1 ( CASE 1) .•. .�. .•. . . . I- . as. . . tt . .. L1 = 9.67 ft f = 3.00 ksi F = 60.00 ksi Loads: E = 3122.02 ksi From Roof Wtdb = 2.00 ft DL = 50.00 Ibs /ft LL = 60.00 Ibs /ft Total Load: Total DL = 50.00 Ibs /ft Total LL = 60.00 Ibs /ft See Computer Output b= 8.00 in MMAX = 4.97 ft-kips h= 12.00 in VMAX = 1.26 kips Cover= 1.50 in Area = 96.00 in' fl I = 403.20 ir S = 67.20 in b Use 2 # 6 Top & Bottom w / Stirrups # 3 @ 4" c.c. Reaction 1 (DL) = 0.73 kips Reaction 1 (LL) = 0.26 kips Reaction 2 (DL) = 0.73 kips Reaction 2 (LL) = 0.26 kips A = 0.044 in AALLOwABLE = 0.322 in PACHECO RESIDENCE . . ... . . . ... .... . ...• .. • Title • : • • • • • • • • • Job # :: Date:Page 51 of 75 Description..! • • • • • • 0:0 11:20PM, 3 JUL 06 FastFrame 2 -D Frame Pdia lysp: ". 'v *.9: ;'. Page 1 Nodes... Node Node Coordinates Node Label X Y X Restraint Y Restraint; ; . . ;' • 7,'R�stw�iNt Temp • ••• • • • • •• a de9F 1 0.000 0.000 Fixed Fi�jejl' ' ' ' �' ' ' ' ' I 0 2 9.670 I 0.000 Fixed Fixed • • • • • • • • • 0 Member... Member I Endpoint Nodes Member I End Releases J End Releases Len th Label Property Label I Node J Node ft g X Y Z X Y Z 664M B -1 - 12 9.670 Materials... Member Youngs Density Thermal Yield Label ksi kcf in/100d ksi Concrete T 3,122.02 0.150 0.000000 T 0.00 Default I 1.00 0.000 0.000000 I 1.00 Steel 29,000.00 0.490 0.000650 36.00 Section Sections... Prop Label Material Area Depth Tf Ixx Group Tag Width Tw IYY B -1 96.000 in2 12.000 in 0.000 in 403.20 in4 Concrete 8.000 in 0.000 in 0.00 in4 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Load Case Factors Label Start Finish Start Finish Direction #1 #2 #3 #4 96 ft it bEAM -0.050 -0.050 kfft 0.000 9:670 Global Y 1.000 bEAM -0.050 -0.060 kfft 0.000 9.670 Global Y 1.000 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X Y # 1 # 2 # 3 # 4 # 5 1.4DL +1.7LL 1.000 -1.000 1.400 1.700 DL 1.000 -1.000 1.000 DL +LL 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Node Displacements & Reactions Node Displacements Node Reactions Node Label Load Combination I X Y Z I X Y Z in k k -ft 1 1.4DL +1.7LL 0 in Radians k 0 - 0.00113 0 1.26032 0 1 DL 0 0 - 0.00065 0 0.72525 0 1 DL +LL 0 0 - 0.00088 0 0.98312 0 1 LL 0 0 - 0.00024 0 0.25787 0 2 1.4DL +1.7LL 0 0 0.00114 0 1.28772 0 2 DL 0 0 0.00065 0 0.72525 0 2 DL +LL 0 0 0.00088 0 0.99923 0 2 LL 0 0 0.00024 0 0.27398 0 Member End Forces... Member Node " 1 "End Forces Node " J "End Forces Label Load Combination Axial Shear Moment Axial Shear Moment k k ft -k k k ft-k bEAM 1.4DL +1.7LL 0 1.26032 0 0 1.28772 0 bEAM DL 0 0.72525 0 0 0.72525 0 bEAM DL+LL 0 0.98312 0 0 0.99923 0 bEAM LL 0 0.25787 0 0 0.27398 0 PACHECO RESIDENCE (c) 1988 -2001 ENERCALC C:\FASTFRAM\BEAM B1.FFW V 5.0.9 • . ••. . • . ... Title • . • • • • • • • • • Job # :: Date: Page 52 of 75 Description.. � • • • • • • • 0:6 11:20PM, 3 JUL 06 FastFrame 2 -D Frame Pbalysts ; • • * O ,0.9; ; 0 • Page 2 Member Overall Envelope Summary Member Axial Shear • • • • Moment • Defection Maximum • • • Label Section k k •U • • • iR Stress Ratio bEAM B 1.260 • • • .9 2 • • • 0.1544 —> Deflection values listed are the maximum of a sampling of 31 points across tha at m r e e w • • 000 • • • PACHECO RESIDENCE __ _ (c) 1988 -2001 ENERCALC C: \FASTFRAM\BEAM B1.FFW V 5.0.9 r ' • • • • • • • • • • • • • • • • • • • Pa g, 53 of 75 Beam Design .: .'. .'. .•' B -1 ( CASE 2) • •. • • .. . . . . ... .. L1 0 ....... . • • • • •• • • •• • • • . . ••. •. L1 = 8.08 ft fc = 3.00 ksi F = 60.00 ksi Loads: E = 3122.02 ksi From Roof Wtrib = 7.00 ft DL = 175.00 Ibs /ft LL = 210.00 Ibs /ft Total Load Total DL = 175.00 Ibs/ft Total LL = 210.00 Ibs /ft See Computer Output b = 8.00 in M MM = 6.68 ft-kips h = 12.00 in V MM = 2.84 kips Cover = 1.50 in Area = 96.00 in' h I )0( = 403.20 it 4 S = 67.20 in b Use 2 # 6 Top & Bottom w / Stirrups # 3 @ 4" C.C. Reaction 1 (DL) = 1.11 kips Reaction 1 (LL) = 0.85 kips Reaction 2 (DL) = 1.11 kips Reaction 2 (LL) = 0.85 kips A mAx = 0.055 in AALLOWABLE = 0.269 in PACHECO RESIDENCE % •. • % .• • Title •: • • • • • • • • • Job # �: : Dsgrr: : bate: Page 54 of 75 • ••• • • • • Description .... ••• • 11:25PM, 3 JUL 06 FasTrame 2 -D FramdAAalytit ••• 'v s. -s -• :•• Page 1 • • • • • • • Nodes... Node Node Coordinates • • • • • • • • Node Label X Y X Restraint Y Restraint • • • • • •ZVestrWA? Temp • ••• • • • • •• • deg F • • • • • •• • 1 1 0.0001 0 Fixed Fixed • i • • i i i • • • • • I 0 2 8.080 0.000 Fixed Fixed 0 Member... Member Endpoint Nodes Member I End Releases J End Releases Property Label I I Length X Y Z X Y Z Label 1 Node 114 ode n b B -1 1 2 8.080 Materials... Yield Member Youngs Density Thermal Label ksi kaf in/100d ksi Concrete 3,122.02 0.150 0.000000 0.00 I.GO 0.000 Steel lt I 29,000 00 0.490 0.000000 1.00 0.000650 t 36.00 Section Sections... Prop Label Area Depth Tf lxx Group Tag Material Width Tw lyy B-1 96.000 in2 12.000 in 0.000 in 403.20 in4 Concrete 8.000 in 0.000 in 0.00 in4 Member Distributed Loads.... Load Magnitudes Load Extents Load Load Case Factors Member Start Finish Label Start Finish ft Direction # 1 # 2 # 3 # 4 # 5 bEAM -0.175 -0.175 Wit 0.000 8.080 Global Y 1.000 bEAM -0.210 -0.210 ktft 0.000 8.080 Global Y 1.000 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X Y # 1 # 2 # 3 # 4 #6 1.4DL +1.7LL 1.000 -1.000 1.400 1.700 DL 1.000 -1.000 1.000 DL+LL 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Node Displacements & Reactions Node Displacements Node Reactions Node Label Load Combination X Y Z I X Y Z in in Radians k k k -ft 1 1.4DL+1.7LL 0 0 - 0.00177 0 2.83608 0 1 DL 0 0 -0.00069 0 1.11100 0 1 DL +LL 0 0 -0.00122 0 1.95940 0 1 LL 0 0 -0.00053 0 0.84840 0 2 1.4DL +1.7LL 0 0 0.00177 0 2.83608 0 2 DL 0 0 0.00069 0 1.11100 0 2 DL +LL 0 0 0.00122 0 1.95940 0 2 LL 0 0 0.000531 0 0.84840 0 Member End Forces... Member Node " I " End Forces Node " J "End Forces Label Load Combination Axial Shear Moment Axial Shear Moment k k ft -k k k ft -k bEAM 1.4DL +1.7LL 0 2.83608 0 0 2.83608 0 bEAM DL 0 1.11100 0 0 1.11100 0 bEAM DL +LL 0 1.95940 0 0 1.95940 0 bEAM LL 0 0.84840 0 0 0.84840 0 PACHECO RESIDENCE V 5.0.9 (c) 1988 -2001 ENERCALC C:1FastFram\Beam b1 case 2.FFW •• •. • • . •. .. • Title • : • • • • • • • • • Job #:: : : 9sgnr:: : :Date: Page 55 of 75 Des4tion..' • • • • • • • • • • 1125PM, 3 JUL 06 FastFrame 2 -D Framt A iAl7sts: • • • * v4. 9 : V • Page 2 Member Overall Envelope Summary Member Axial Shear • • Momenj • Deflection Maximum Label Section k k . . . . . . * . Stress Ratio bEAM I &1 I 2.836 : V19: ; U- Ur —> Deflection values listed are the maximum of a sampling of 31 points across that lneml9er• • • • • • • • • PACHECO RESIDENCE -- - - - - -- — (c) 1988 -2001 ENERCALC C: \FastFram \Beam b1 case 2.FFW r � • Page 56 of 75 JOB TtfLE • Oc4, 0 A$d%n • • • • • • JOB NO. • • • • • i • • B O • • • CALCULATED BY D(P • • • • • MATED • • CHECKED BY 0 • • • • • • • �' E • • i CONCRETE BEAM (ACI 318 -02) Boam B I Case 1 • • • • • • • 000 i • IP DESCRTION: ._ �_... -- * *• -•--•- i • •- -• - r t -• ^-7 INPUT BENDING ••• i i ••• 0 0 i•• ••• fc = 3 ksi As = 0.11 in2 p= 0.00127 fy = 60 ksi As(min) = 0.14 in2 p - 0.00170 b = 8.00 " As(max) = 1.35 in2 p max= 0.01604 d = 10.50 " Mu 4.97 'k Vu = 1.26 k Lt WE conc factor Vc = 7.82 k Au/s' 0.00 in2 =1, LW =.75) = 1.00 Vs(r d)- 0.00 k AWs(min)= 0.00 in2 CRACK CONTROL Ma 0 'k CIr cover = 130 in TORSION- TORSION Ter = 0.00 It Tu 0 'k At/s - 0.00 in2 h 0. Av+2At/s = 0.00 in2 NEGLECT TORSION Av+2At(m)- 0.01 in2 Dist to CUM - 1.75 " AV4 = 0.o0 in2 (Torsion steel all 4 faces) Total As = 0.11 in2 (As plus Al/4) BEAM REINFORCING STIRRUPS # of bars As Size 2 legs 4 legs 1 #4 0.20 in2 #3 @ 33.0 in 66.0 in 1 #5 0.31 in2 #4 @ 58.5 in 117.0 in 1 #6 0.44 in2 #5 @ 91.5 in 183.0 in 1 #7 0.60 in2 #6 @ 132.0 in 264.0 in 1 #8 0.79 in2 1 #9 0.99 in2 1 #10 1.23 in2 1 #11 1.48 in2 Max Rebar Spacing for muck control = 1125 in BEAM REINFORCING Use 2 # 6 Top Use 2 # 6 Bottom Use #3 @4" PACHECO RESIDENCE f ` • • • • • • • • • • • • • • • • • • • Page 57 of 75 • • ••• • • • • ••• JOB TITLE • • Pl illps Ad�ltoq • • • • • • • JOB NO. • • • • • • • • 3 f�C•NO• • • CALCULATED BY A • • • • • OAT' • • CHECKED BY • • • • • • • dA =k• • • • CONCRETE BEAM (ACI 318 -02) BeamBl Case2 •• • • • •• ••• •• DESCRIPTION: __ _ _ __ . _._ _ _ _ __ _ _ . _. _ a _ • a a ^ 0 0- - A- ►_ as - • INPUT BENDING • • • i i • • • i i i • • • • • fc = 3 ksi As = 0.14 in2 p= 0.00172 fy = 60 ksi As(min) = 0.19 in2 p= 0.00229 b = 8.00 " As(max) - 1.35 in2 p nwx= 0.01604 d = 10.50 " Mu = 6.68 'k Vu - 2.84 k SID;' AR Lt wt conc factor �Vc = 7.82 k AVIs = 0.00 in2 =1, LW =.75) = 1.00 Vs(req d)-- 0.00 it Avls(min)- 0.00 in2 CRACK CONTROL Me - 0 'k Clrcover - #REF! in TORSION TORSION: Tcr - 0.00'k To - 0 'k At(s - 0.00 in2 h = 0" AV+2At/s= 0.00 in2 NEGLECT TORSION AV42At(m)- 0.01 in2 Dist to CL Tie = 1.75 " AV4 - 0.00 in2 (Torsion steel all 4 faces) Total As = 0.14 in2 (As plus AV4) BEAM REINFORCING STHMUPs #ofbars As sin 2leas 4legs 1 #4 0.20 in2 #3 @ 33.0 in 66.0 in 1 #5 0.31 ia2 #4 Q 58.5 in 117.0 in 1 #6 0.44 in2 #5 Q 91.5 in 183.0 in 1 #7 0.60 in2 #6 Q 132.0 in 264.0 in 1 #8 0.79 in2 1 #9 0.99 in2 * "TOO MUCH STEEL - .75Pb IS EXCEEDED. 1 #10 1.23 in2 ADD COMPRESSION STEEL OR INCREASE DEPTH. 1 #11 1.48 in2 " Max Reber Spacing for crack control - #REF! BEAM REINFORCING Use 2 #6Top Use 2 # 6 Bottom Use #3 @4" PACHECO RESIDENCE r r • • • • • • • • • • • ; ; Page 58 of 75 Footing W -16 Design ; . ;. . ; ; ;. 0:0 s 0 0 * 0 Loads: From Roof so W idht TRIBurARY = 16.17 ft •• Soo i i e i i• •• DL = 404.17 Ibs /ft LL = 485.00 Ibs /ft From Floor: Widht TRIBurARY = 6.92 ft DL = 311.25 Ibs /ft LL = 276.67 Ibs /ft From Selfweight : Wall Height = 10.83 ft DL = 650.00 Ibs /ft Total DL = 1365.42 Ibs /ft Total LL = 761.67 Ibs /ft Soil Bearing Capacity = 2000.00 psf Footing Dimensions: Length = Cont. ft Width = 1.33 ft Depth = 18.00 in Top of Footing ( -) = 0.00 ft Embedment depth = 1.50 ft Calculations ( Acting Pressure) q = 1595.31 psf per ft Oki! PACHECO RESIDENCE . . .•. . . .... .. .. . . . .. .. . Page 59 of 75 Footing F -4 Design ::.:: :. • :::. Loads: Area TRIBUTARY = 38.67 ft • r • Y • • • • • • • DL = 966.67 Ibs LL = 1160.00 Ibs Uplift = - 3475.65 Ibs Soil Bearing Capacity = 2000.00 psf Footing Dimensions: Length = 4.50 ft Width = 4.50 ft Depth = 18.00 in Top of Footing ( -) = 1.00 ft Embedment depth = 2.50 ft See Computer Outout : Use (4) # 5 Each Way Top & Bottom Uplift Check 150% Uplift = - 5213.48 Ibs Counter Load From Roof = 386.67 Ibs From Steel Column Selfweight = 190.88 Ibs Slab on top of Footing = 1012.50 Ibs Soil on top of Footing = 2025.00 Ibs Footing Selfweight = 4556.25 Ibs Total Weight = 8171.30 Ibs Ok!! PACHECO RESIDENCE • . • • • • • . • *it Page 60 of 75 PROJECT: Pacheco Residence PAGE: CLIENT: DESIGN BY: DC JOB NO.: DATE : • • • • • • EWB�Y :: • • • INPUT DATA DESIGN SUMMARY COLUMN WIDTH C = 4.00 in FOOTING WIDTH B = 4.50 ft COLUMN DEPTH C = 4.00 in FOOTING I�I�U • • • • T OO = 4.50 ft BASE PLATE WIDTH b, = 12 in FOOTING TMC(N :81 • • • • ? • ° • 18 in BASE PLATE DEPTH b = 12 in LONGITUD"e R4N i • -4: too, • J,: @ 16 in O.C. FOOTING CONCRETE STRENGTH fe = 3 ksi TRANSVERSE REINF. 4 # 5 @ 16 in o.c. REBAR YIELD STRESS f = 60 ksi �P AXIAL DEAD LOAD PDL = 0.97 k AXIAL LIVE LOAD P = 116 k LATERAL LOAD (O =WIND, 1= SEISMIC) = 0 Wind ASD ; /7'7 WIND AXIAL LOAD PUT = -3.48 k, ASD d i `a SURCHARGE q = 0.05 ksf ° SOIL WEIGHT w = 0.1 kcf - Q J FOOTING EMBEDMENT DEPTH Dt = 2.33 ft FOOTING THICKNESS T = 18 in C' ALLOW SOIL PRESSURE QS = 2 ksf FOOTING WIDTH B = 4.5 ft m n , FOOTING LENGTH L = 4.5 ft BOTTOM REINFORCING # 5 j b THE PAD DESIGN IS ADEQUATE. L ANALYSIS DESIGN LOADS (IBC SEC.1605.3.2 &ACI 318-02 SEC.9.2.1) CASE 1: DL + H P = 2 kips 1.2 DL + 1.6 LL Pu = 3 taps CASE 2: DL + LL + 1.3 W P = -2 kips 1.2 DL + LL + 1.6 W Pu = -3 kips CASE 3: DL + H + 0.65 W P = 0 kips 0.9 DL+ 1.6 W Pu = -5 kips CHECK SOIL BEARING CAPACITY (ACI 318-02 SEC.15.2.2) CASE 1 CASE 2 CASE 3 qMAx - BL + q s -1- (0.15 - ws)T = 0.23 ksf, 0.01 ksf, 0.12 ksf q MAx < k Q , , [Satisfactory] where k = 1 for grcMty loads, 413 for lateral loads. DESIGN FOR FLEXURE (ACI 318-02 SEC. 15.4.2, 10.2, 10.5.4, 7.12.2, 12.2, & 12.5) 0.85j I- 1- Mua � 0.85.8 t f ' 87 ( T 4 1 P= 0.383bd fc Ptirex ° f.Y 87+.fY) P = MINI0.0018d , 3P f LONGITUDINAL TRANSVERSE d 14.69 14.38 b 0.15 0.15 q ° "ra" - - - - - M 1.23 1.23 p 0. - -- - - -- -_ 0.000 -- ._. -- T p m1n - -� 0.000 0.000 As 0.02 0.03 R D 1# 5 1# 5 Max Spacing 18 in o.c. 18 in o.c. - ^- USE - - 4 # 5 1Bin o.c.� 4 ^ # - 5 - - ___a� 16 in o.c. pmax 0.016 0.016 Check p p rod < p mjx [Satisfactory] [Satisfactory] PACHECO RESIDENCE •• •• • • • •• •• • • • • • • Page 61 cQMd) CHECK FLEXURE SHEAR (ACI 318 -02 SEC.9.3.2.3, 15.5.2, 11.1.3.1, & 11.3) 0 foe • • • 0 00* Wn = f �0 • • ••• • •• • LONGITUDINAL S •• • • •• V„ 0.46 • • 00.48o • • • • • o o ----- -- t -- s -- -- •' - -- - -- 0 0.75 — OV„ 65.2 63.8 Check V„ < �V„ [Satisfactory] [S Us cto ] • • ••• • • • • •• • CHECK PUNCHING SHEAR (ACI 318 -02 SEC.15.5.2, 11.12.1.2, 11.12.6, & 13.5.3.2) : : t 0 OV (2 +y)o f = 215.19 kips where = 0.75 (ACI 318-02, Section 9.3.2.3) 0. = ratio of long side to short side of concentrated load = 1.00 b = c, + c + b, + b2 + 4d = 90.1 _ in A = bo d = 1309.6 ln2 Y = I =( MIN(2, 4/0,, 40d /bo) = 2.0 Vu =Pu, 1 –LI b-2 +d �r b2 2 c2 +d11= 2.49 fl-kips < o V„ [Satisfactory] max PACHECO RESIDENCE . . •.. • • . ... • • • • • • • • • • • s i Page 62 of 75 • • ••• • • • • ••• PROJECT: Pacheco Residence "GE CLIENT: • • • • • • i • • • • • • • CiESIGN BY: DC JOB NO.: DATE* • • • • • • • • 0 1V Y : INPUT DATA & DESIGN SUMMARY p COLUMN SECTION (Tube or Pipe) HSS4X4X1 /4 • • • • • • • Tube A r r S S • • • I X : i •l • • • • 3.37 1.52 1.52 3.90 3.90 • mc: •: .i.8@' • • • • • •• • • • • • ••• •• COLUMN YIELD STRESS Fy = 46 ksl w = DIMENSIONS H= 10.83 ft AXIAL LOAD P= 2.1 kips STRONG AXIS BENDING? (1 =Yes, O =No) => 1 yes, strong abs bending. BENDING LOAD w= 0.1 k/ft THE DESIGN IS ADEQUATE. ANALYSIS CHECK COMBINED COMPRESSION AND BENDING CAPACITY fa,+fb , foY f"50.15 F Fb Fa f Cmf b (,_ La)Fb 2 < 4/3 [Satisfactory] Fa f 0.3 (AISC - ASD, H1, page 5 L arg er of F for Faa Fa >0.15 f. fb 0.6F Fb Where f = P /A= 0.6 ksi E,= 29000 ksi K= 1.00 Kt /r= 110 Cc = ( /Fy) = 112 r (� 1 � L 2C` y , for � 5 C Fa = A + 3 (kX / r) _ H r) r = 12.2 ksi, (AISC - ASD, E2,. page 5 3 8 Co 8Cc 2 > f [Satisfactory] 127c 2 E for > Cc 23(kllr)2 r C = 1.0 Mmax = 2.45 ft -kips, at base of column f = M max / S = 7.5385 ksi Fb = 0.6 F = 27.6 ksi, (AISC -ASD, F3, page 5.48) > 314 fb [Satisfactory] 127c Fe — 23(kl / rl2 12.25 ksi CHECK LATERAL DEFLECTION / 5-H4 OMtd = = 384EI 0.38 in < L / 240 0.70 in [Satisfactory] PACHECO RESIDENCE . . . . . . : . : : : • : : : : Page 63 of 75 Wood floor Desipit ; :. :::. .:::• ... . . . .. • . • • Span L1 = 13.83 ft • • •. • .• 0 . 0 . ... .. DL = 45.00 psf LL = 40.00 psf Width TR,BUTARY = - 16.00 in Rafter Properties: F = 1200.00 psi F = 90.00 psi E = 1600.00 ksi Section Properties b= 1.50 in h= 11.50 in Area = 17.25 in I X)( = 190.11 i S = 33.06 in Design Loads: DL = 60.00 Ibs /ft LL = 53.33 Ibs /ft See Computer Output: Vertical Reactions: Left Reaction = 1256.61 Ibs Right Reaction = 1256.61 Ibs M = 3.29 ft -kips VMM = 0.86 kips A = 0.351 in PACHECO RESIDENCE r •• •• • • • •• •• • • i i i i Page 64 of 75 Deflection Check: • ` • • • • • • A= 0.351 in Ate= 0.461 in .:• '•bkll'•' ••• ••• •'• Stress Check: • • • • • • • • • • " Bending Stress: • • • • • • • • • • • • •• • f B = 1195.19 psi ; ; : : 000 • •. F = 1200.00 psi Oki l Shear Stress: f = 50.09 psi F = 90.00 psi Oki l PACHECO RESIDENCE . . . .•. .. . . ... .... • ...... . Title• • • • • • • • • • Job 4 : : : : S9grn: s : Date:Page 65 of 75 ••• • • ••• Description.. .. • • 3511 4JULO6 FastFrame 2 -D Frarde Aria tySiS '45.0: -:•• Page 1 • • • • • • • • • • • Nodes... Node Node Coordinates Node Label Xft Yft X Restraint Y Rrrst&lrl : • : • •desk Unt Temp • • • • •• • • 1 0.000 0.000 Fixed FjWIJ ; ; ' . ; : ; • • • • 0 2 13.8301 0.0001 Fixed Fuzed 0 Member... Member Endpoint Nodes Member I End Releases J End Releases Length Label Property Label 1 Node J Node X Y Z X Y Z Beam Wood Joist 1 2 13.830 Materials... Member Youngs Density Thermal Yield Label ksi kcf in/100d ksi Default T 1.00 0.000 0.000000 1.00 SYP I 1,600.00 0.100 0.000000 0.00 Steel 29,000.00 0.490 0.000650 36.00 Section Sections... Prop Label Material Area Depth Tf Ixx Group Tag Width Tw lyy Wood Joist SYP 17.250 in2 11.500 in 0.000 in 190.11 in4 1.500 in 0.000 In 0.00 in4 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Load Case Factors Label Start Finish Start Finish Direction #1 #2 #3 #4 #5 ft ft Beam - 0.060 -0.060 klft 0.000 13.8301 Global Y 1.000 Beam -0.053 -0.053 Wit 0.000 13.8301 Global Y 1.000 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X Y #1 #2 #3 #4 #5 DL 1.000 -1.000 1.000 DL +LL 1.000 -1.000 1.000 1.000 LL 1.000 1.000 Node Displacements & Reactions Node Label I Load Combination X Node Displacements ments Z X Node Reactions Z in in Radians k k k -ft 1 DL 0 0 -0.00376 0 0.49774 0 1 DL +LL 0 0 -0.00652 0 0.86423 0 1 LL 0 0 - 0.00277 0 0.36650 0 2 DL 0 0 0.00376 0 0.49774 0 2 DL +LL 0 0 0.00652 0 0.86423 0 2 LL 0 0 0.00277 0 0.36650 0 Member End Forces... Member Node " 1 " End Forces Node " J "End Farces Label Load Combination Axial Shear Moment Axial Shear Moment k k ft -k k k ft -k Beam DL 0 0.49774 0 0 0.49774 0 Beam DL +LL 0 0.86423 0 0 0.86423 0 Beam LL 0 0.36650 0 0 0.36650 0 Member Overall Envelope Summary Member Section Axial Shear Moment Deflection Maximum Label k k fl -k in Stress Ratio B eam Wood Joist 0.864 3.293 0.3 -> Deflection values listed are the maximum of a sampling of 31 points across the member PACHECO RESIDENCE V 5.0.9 (c) 1988 -2001 ENERCALC C:�FASTFRAM\WOOD FLOOR.FFW I . . ... . • . ... . . • . .. • . . • • • Page 66 of 75 Ledger Twe 2 P.T. Wood .. ... .. . • • • ••,q,•• • • • •• • • •• • • • • • •-r d*• •• • • Anchor Bolt ( 2) P.T. Wood 2" x 8" continuous along the wall with 5/8" Hilti kwik Bolt -II min. 6" embedment spaced at 16" c.c., NOA : 01- 1001 -.03 Bolt Diameter = 5/8 in Bolt Area = 0.31 in Min. Embedment = 6.00 in Vertical Load = 85.00 psf W tributary = 6.92 ft Load = 587.92 lbs/ft spacing = 1.33 ft Shear per Bolt = 783.89 lbs Effective Height ( H) = 7.50 in Effective Width ( W) = 1.50 in N° of Ledger = 2 Units Shear ( Bolt) = 783.89 Lbs Tension ( Bolt) = 627.11 Lbs ( Bolt Place a@ Midheight of the ledger) Ledger Check f„= (3v) /(2bd) v = Shear v = 783.89 lbs b = total net width b= 3.00 in d = net height d = 7.50 in d' = min. distance from the edge to center of the bolt d' = 3.75 in Allowable Shear = 90.00 psi Condition for a 2 "x 12" member N° 2 f„ = 52.26 psi < 90.00 psi ( Allowable Shear) OKII PACHECO RESIDENCE : . . . : . 0 0 i i i i i Page 67 of 75 • • •.• • • • • ••• Anchor Bolt Design as per ACI -302 •• . . . . • D.4.1.1 • • .. . . . . . 0 G (pN„ > N. ( D -1 } cW. > V. ( D -2 ) .. . . . .. ... .. N 834.06lbS ..' ; :. •.� : : :.. •.• V,= 1042.57 Ibs D.4.4 ( Strength Reduction Factors) For Bolt Use c) Anchor governed by concrete breakout, side face blowout, pullout, or pryout strength Condition A Condition B i) Shear Loads: 0.75 0.70 ii) Tension Loads: 0.75 0.70 ( Hooked Bolts) Note 1) Condition A applies where the potential concrete failure surface are crossed by supplementary reinforcement 2) Condition B applies where such supplementary reinforcement is not provided 3) Strength Reduction Factors are for Service Loads Will Use Condition B c0 = 0.70 ( For Shear) c0 = 0.70 ( For Tension ) TENSION D.5.1.2 Nominal Strength of an anchor or group of anchor in tension shall not exceed: N nA,,.F, (D -3) n = Number of Anchors A., = Effective cross section area of an Anchor F„ = Shall not be greater than 1.9 Fy or 125 ksi n =1 A = 0.31 in ( For 5/8" Anchor Bolt) F„ t = 58.00 ksi N,= 17.79 kips PACHECO RESIDENCE .. • . . . . • . . i i • i i • Page 68 of 75 D.5.2.1 Nominal Concrete breakout Strength Nib or N cbg of an anchor or group of anchor in tension shall not exceed : • • • • . .. 0 .. go . 0 .... For a single anchor: .;. '.' '.' ... 000 • • • Ncb = ( Ano) *2 *3 Nb ( D-4 ) .. . . .• •.. .. A,, 9 he •• i•i . i i : i• •• h Length of Emh' '. • : : • • • A,, = From Fig. RD.5.2.1(b) ACI 318 - 021413 N = k Vf, hef'.s k= 24 Cast in place anchors k = 17 Post Installed anchors q = 1 if Cmin > 1.5 h Cmin = Min. Edge distance of Bolt Cmin = 3.75 < 1.5 h f *2= 0.7 +(0.3C f *2 = 0.825 q'3 = 1.25 Cast in place anchors *3 = 1.40 Post Installed anchors hf= 6.00 in A„p = 324.00 in A = 229.50 in 4 '2 = 0.825 *3 = 1.40 f = 3000.00 psi Nb = 13.68 kips N,b = 11.20 kips - PACHECO RESIDENCE . . .•. . . . ... . .. .. . . . .. .. . . Page 69 of 75 D.5.3.1 The Nominal Pullout Strength N of an anchor in tension shall not exceed . . ••. . .• N = *4 N p ( D -12) i i ' i i "• A . • • • • • • • • • • N = 0.9 f, e d ( D-14 ) 3 do< e < 4.5 d,,e • : : .'. :'. :" •.. �4 = 1 (�fascfg seio� crack@d d o — — 5/8 in ' ' �•• •. e = 3 d,= 1.88 in N = 3.16 kips N = 3.16 kips tM = 2.21 kips SHEAR D.6.1.2 Nominal Strength of an anchor or group of anchor in Shear shall not exceed: V. = 0.6 n A F ( D-18) n = Number of Anchors A�, = Effective cross section area of an Anchor F = Shall not be greater than 1.9 Fy or 125 ksi n =1 A.0= 0.31 in2 ( For 5/8" Anchor Bolt } F, = 58.00 ksi V.= 10.68 kips PACHECO RESIDENCE .. .. . . . .. .. . . . . . . . . .. . ' ' • • • Page 70 of 75 D.6.2.1 Nominal Concrete breakout Strength V or V of an anchor or group of anchor in shear shall not exceed: ' "' 0 s o * . ....... ... . •. . • . • .. . For a single anchor: ( Shear Perpendicular to the edge) .;. ..' •. • • • . •. • V.b — (Av / A. *6 `t`7 Vb ( D-20 ) •• • • • •• ••• •• A 4.5 C1 a D;2% :' '. C1 = edge d • • • • • :0* " A„ = From Fig. RD.6.2.1(b) ACI 318 -02 / 421 V = (D -23 ) 7 ( I / do )0.2 . Jdnen (C1 6 = 1 if c > 1.5 c q/ 0.7 +0.3(c2/1.5c1) ifc q/7 = 1 Worst case c 3.75 in A, = 63.28 in` A„ = 67.50 in` do = 0:625 in fc = 3000.00 psi Vb = 2.42 kips V.b = 2.58 kips DAM The Nominal Pryout Strength V of an anchor in shear shall not exceed V. = K� ( D -28 ) Nom= (A / An. ) *2 *3Nb ( D-4 ) K = 2 ( for h > 2.5 in ) Neb = 11.20 kips V� = 22.39 kips cOV. = 1.81 kips PACHECO RESIDENCE . . ... . . . ... .... . ..... . Page 71 of 75 D.7.3 Interaction of tensile and shear forces . . • . ... . .. (pN n + cfJV •i• • • i i i • 834.06 1042.57 •. • N ' • - oxr 22 14.8 + 1805.50 • • • ; : :.' : • • • .. . . . . . ... .. D.8.1 Minimum Distance center to center 4 d = 2.50 in OKI I D.8.2 Minimum Edge Distance 6 d = 3.75 in OKII PACHECO RESIDENCE i i 000 i i i Page 72 of 75 MMM DADS COUNTY, FLORIDA M I A M DADS . • . ..1�QEiRO,DAD$FLAGLERBUI DING • i : : • ;40•'%UT X,4G r617.2EET, SUM 1603 BUILDING CODE CONPLIANCE OFFICE (BCCO) . • . . • fLORIDA 33130 -1563 UM PRODUCT CONTROL DIVISION so • .' • 1305) 371-2901' FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA NuNue Industries, Inc. i i i . :' . 1053 -1059 East 29 Street 0* • ' • • • • Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable. rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County product Control Division, and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (I Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or -material tested for quality assurance purposes. If this product or material fails to perform, in the accepted manner, the manufacturer will incur the expense of such testing and the Al may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRG reserves the right to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed. to comply with the High velocity Hurricane Zone of the Florida Building Cade. DESCRIPTION: Wood Connectors NVTP, NVHTA, NVSTA & NVHC. APPROVAL DOCUMENT: Drawing No. NU -1, sheets l through 2, titled "Truss Anchors and 5-Way Clip & Truss and Top Plate Anchors," with no revisions, dated 05/29 /00, prepared by Nu-Vue Industries, Inc. signal and sealed. by V. N: Tolat, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or imanu£acture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. Florida, and followed by ADVERTISEMENT- The NOA number preceded by the words Miami -Dade County, then it shall the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 00 -0327.03 consists of this page 1 as well as approval d mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 03 -0224.10 Eaphmdon Date: May 22, 2005 Approval Date: April 17, 2003 Page 1 PACHECO RESIDENCE 1 • • ••• • • • ••• • • • • • • • • • • i i i i i Page 73 of 75 Nu -Vue Industries, Inc. t : • • • • • • •i • •• : :•• NOTICE OF ACCEPTANCE: ENCFW1A?lYIrmo b i • • (For He ONLY. Not part of NOA) 0. A DRAWINGS • • • • • • • titled•` 1. Drawings prepared by Nu-Vue Industries, Inc., russ and •'l�og►P�atei doh ®rs" and 'Truss Anchors and 5 -Way Clip ", drawing No. NU -1, sheets 1 and 2, dated. 05/29/2000 with no revisions, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D1761 by Atec Associates, Inc., signed and sealed by P. G. Read, PE. Date Report No. Wood Connector Direction 11/27/96 1. 03697.0001. NVSA44 Down , 2. 03697.0001 NVHC Lateral & Uplift 11/27196 3. 03697.0001 NVBH24 Down & Up 11/27/96 4. 03697.000 NVHTA Lateral &Uplift 11/27/96 Test reports on wood connectors per ASTM D1761 by. QCM Metallurgical, Inc. signed and sealed by F. Grate, PE. Date Report No. Wood Connector Direction Uplift 07/17/96 1. 6EM -1364 NVTP4 C CALCULATIONS Report of Design Capacities prepared by V. N. Tolat Signature Product Model No. of Pages Date 1. NVHTA. 2 through 4 12106/96 V. N. Tolat, PE 2 NVBH 5 through 5 12/06/96 V. N. Tolat PE. 3. NVSA 7 through 7. 12/06/96 V. N. Tolat, PE . NVHC 6 through 6 12/06/96 V. N. Tolat, PE 4 4 . ATVTP 1 through 1 12/06/96 V. N. Tolat, PE. D STATEMENTS 1. No Financial Interest letter issued by Vipin N. Tolat PE. on 12/18!96 signed and sealed by V. N. Tolat, PE. 2. No change letter issued by Nu -Vue Industries, Inc. on 03/17/03 and signed by M. R Guardado. Can F. Font PE. Sr. Product Control Examiner NOA No 03- 0224.10 Expiration Date: May 22, 2008 Approval Date: April 17, 2003 E -1 PACHECO RESIDENCE • ••• • • • • •• • •• • • • • • ••• •e Top Plate Anchors. They aro daeignedto snohortop and bottom woodpl t, to wood sW& Holden Double Strap Riveted Truss Anchor. They are designed of 14 9sogo steal platos to resist latual and uplift forces. The seats are made of20 gauge steal. r r• UPLIFT t a• a `x Pmdad Lumber Plato Des Fa r UPM Fasted• UPM ! P S" Dim Fe Iod3 Lbs. Fasted bs. Fasimer hs bs Coda Sim Clangs A B 8d Lbs. lod Lbs Cade Ciaaga H IOd' Lbs. 16d' Lbs. IOdxli' Lba. Lba rTpq 2x4 20 3 -518° 7 -311. 6 8� 6 96g NVHTA8 14 8° 8 1933 8 6 1617 1943 XM4 NVHTAIO 14 10" 10 2133 10 2133 6 1617 1943 2x6 20 5 -518° 8° - 8 1067 8 1200 NVWAl2 14 12° 12° 2133 213 - 12° 3 B 1617 1943. NVTpg 2x8 ZO 7 -318° 8 -3116° IO 1200 10 1200 NVHTAI4 14 14" 14+ 2133 14° 2133 6 1617 1943 N�p4g 2x4 I8 3 -518" 7- 3/16° - 12 1200 12 1200 f NVHTAI6 14 16° IS° 2133. I8+ 2133 6 1617 1943 NVTP6H 2x6 IB -518" 8" M=2 '14 18° 20+ 2133 20+ 2133 6 1617 1948 14V1PSH 2x8 18 7 -318° 8 -3/16° 14 20" 22°. 2133, 22+ 2133 6 1617 14 22° 24+ ' 2133 24° 1 2133 6 1617 1943 I) blioimamt�a4 ° . PROM=saseam 2) +monborof canbetedcroedto10wi8imulowmmtle�horoepaoty. m fVw 3) 3 Totalnumberoffta6aam'inbo6rsuap xc w 0 t RAI NOT18: 4) 4 Totalmuabmoftsstaominswt 5) NeOearoaYiaevdsaettoeoldwodes [ gnloads Viddift a) The�pr oyedprottaafa�mllbomedcofgalveofudateolaoafamada8toAMMAM .3ww�lgaelityomde33 7) smNorolmd�FlvawayC�kiP clip (el 2)forcombbsadlaadiag. ( min, yidd33kd) andambilommooetlogof (i90aeemdiogtoAMMAW- n N% >tsOUBb° sballtatfotw0a +hossp]ateoaWaoppoattsatda b) All owsldoloadsmobaolouNsdondDopSpe forwoodeonslt wtion1991BdiHoa8c1993Hanm V>i K.ao1AT.PJL N'II^ ` l ue 6- a} Daelgnloeda=farSon&=plesped=vA& aspeaftSmidWofoM. Allowebteloedaforo&erspedmm• ewaava, p r�retYM wtta rat FL. )ik12a47 - IOS3.1a59 Be�298aaU e0 shall be adjusted womlrm*. =a nonagum�� aieleeL,Ftaa1 dpad amcammonwkend0s, lag amawsarboltefmatagledwaeehowedeadnoadcndwV wvaL mT " o Faa(3a�®4aaa8 e) All teals wee oonbdcd is nowtdmo wbh AS1M D -1761. ijAllo9mblol �defmwlmlupUalaivoatmadybeenbyaamatlml=dfaotm •af33vend.ma&m•ioemssie p "p.��ma 1aVa9 a� Atalt Top FIA17iA'NCHOne Allowed sunm• mm ueu am aFa z rre wo w L' 29, NU -1 1 of PACF¢CO RE8da3�E , 4 4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • so 0 0 0 00 000 00 • ••• • • • • •• • •• • • • • • ••• •• J'eeP bftt'IYM AAChOr. Tbby aw designed tu 1=9 lateral and uplift fmom 7% strap is UPLIFT ICE I Fm>not Code Stwp ftp H Faetmer IN UpBt} I& Fester 16d' iTp11R Lbs I .*. Feskner LI Lbe L2 Lba NVSTA8 14 8° 5 1221 5 1221 6 1671 1541 NVSTA10 14 10° 6* 1221 6 1221 6 1671 1541 NVSTAI2 14 12" 7' 122I 7 1221 6 1671 1541 NVBTA 14 14 14" 9° 221 1 9 I 6 1671 1541 NVSTAI6 14 16" 4" 1221 9 1221 6 1 1541 NVSTA 18 14 18° 10+ 1 10 1221 6 1671 1541 NVSTA20 14 20" Ili 1221 11 1221 6 1671 154I NVSTA22 14 1 22° 12° I 1221 12 1221 6 1671 1541 1) Z embodasmtfat00000reto4 ". 2) anomtwrofl oanbot tDSwM utkrNedaga capacity.. 3) Toodmauberofhamminstrap. 4) 4 Totalm tobarof5stenorinseat. 5) Nags ate nocommy in step and owtoacldevadegkwk 6) S- NotD1midwFivawa3'Q*do pformmbioedlaadSng.. 7) Na0s1> troogfidamisabellmtfor tmOm4asspffiUOn9aoppashealda PACHECO RE&DBNGa P I troses to Wal studs or top plates and wall studs to s platm UPL L2 L2 j T Ll Pmdnd 1> on Fadm« Mumble Loads Code. Header Joist Up138 L1 L2 NVHC 5wayClip 16-Rd 12 -8d 710 So 730 37 or or 16 -10d 12 -10d or or 16 -6d 12 -6d • ••• • • • • • • •• • • • • • • • • • 1) CombleadlwdofDpM with Llorupli@ wl6tLZnmateaH�OmSs17ow7ngpquetiom - AolnelUpS& Actual Li or L2 AllmPeb]eUpliS + 1.0 AlloweblaLlorM 2) ForQooealNotesswSiedl. VPWM AS COMM vms mt `coma asap � a PHWUCT OIVBfOa ae004AA6r m V- 2-7.0s PWCrAta169rab "aea.naa. M 4I aeW o w. atrae. V NTOLAT, ).P.B. Nu -Vne 1,1m. _ F1.E11ct9I2a47 1053.1099 Ifers298aret nd TRII03 ANCHM ACID 1WAY CLIP � DWOa: I Moot 1 1 - ft I R 1411-1 2 of2 �' s • ••• T o: : ' : • • • • ' ... Truss List ° ALL STATE BUILDING; CO: •: • • • • Job • • ••• �•� ••� ••• • • •P� @:� 1 Of 1 : '• ' •' �•' ' :D&@; 3122/2007 Project: 348 NE.91 ST. Project 7C57 Block No: Deliver To: , I?!a c nt No: Lot No: 348 NE 91 ST. • • • • • • • • • MIAMI SHORES, FL. ' • • • • ' • • • " De;ig' @r mtm Contact site Office : : : : • • $almNrson Deliver To Address3 • • • • • • ' ' Quote Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using Mrrek 2020 software Pages or sheets covered by this seal: 0001 thru 0020 Total: 20 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98 per FBC 2001. Wind speed 146 mph.Exp. -C Category II: Importance factor =1.00. Alift try MAR 2 2 2007 �Y -��- k ' P Y �Y Truss Truss Truss Truss 0001 CJ8 0002 H1 0003 H2 0004 H3 0005 H4 0008 HG1 0007 J1 0008 J3 0009 J5 0010 J5A 0011 J8 0012 T1 0013 T1A 0014 V11 0015 V15 0018 V19 0017 v23 0018 V27 0019 V3 0020 V7 PERMIT #: Miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANC WITH ALL F DERAL STATE AND COUNTY RULES AND REGULATIONS RENI�ERTf) CC)t�t'TRERAS, Consulting E PE. ngineer Civil/Structurai 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305 667 -6797 (Florida RE. 21522) 2QQ7 ` To: rc duction List ALL STATE BUILDING V1 : • hb %qum$er. i •i• i i i Pagan •i• 1 Project: 348 NE. 91 ST. Block No: Date: 03 -22 -2007 - 8:38:19 AM Model: Lot No: Project ID: 7C57 • • so Contact: Site: Office: • • ' ' e ' : ` 4M Deliver To: • . r • mtm Name: 348 NE 91 ST. 0 • ; ,' , Sal e . sptrsot Phone: MIAMI SHORES, FL. • • • • • • • • Salei! Fax: Quote Number: Tentative DelhM Date: Profile: Qty: Truss Id: Span: Truss Type: F2.48 jEI: T�Oi : • • • Built By: • . . • • 21 BF -Ea 41 Total 2 CJ8 8 -5 -1 ROOF TRUSS 2 -9 -15 0 -0 -0 41 lbs. each 2X4/2X4 69 BF -Ea 69 Total 1 HI 28 -4 -0 ROOF TRUSS 3.50 2 -0 -0 4 -0 -0 142 lbs. each 2X4/2X4 0.00 66 BF -Ea 66 Total 1 H2 28 -4 -0 ROOFTRUSS 3.50 2 -0 -0 4 -0 -0 140 lbs. each 2X4/2X4 0.00 65 BF -Ea 65 Total 1 H3 28 -4 -0 ROOFTRUSS 3.50 2 -0 -0 4 -0 -0 135 lbs. each 2X4/2X4 0.00 58 BF -Ea 58 Total 1 H4 28 -4 -0 ROOF TRUSS 3.50 2 -0 -0 2 -0 -0 123 lbs. each 2X4/2X4 0.00 (1) 4-Ply 71 BF -Ea 285 Total 4 HG1 28 -4 -0 ROOF TRUSS 3.50 2 -0 -0 4 -0 -0 145 lbs. each 2X4/2X4 0.00 5 BF -Ea 19 Total 4 Jl 1 -0 -0 ROOFTRUSS 3.50 2 -0 -0 0 -0 -0 8 lbs. each 2X4/2X4 0.00 7 BF -Ea 29 Total 4 J3 3 -0 -0 RooFTRuss 3.50 2 -0 -0 0 -0 -0 14 lbs. each 2X4/2X4 0.00 10 BF -Ea 30 Total 3 J5 5 -0 -0 ROOFTRUSS 3.50 2 -0 -0 0 -0 -0 20 lbs. each 2X4/2X4 0.00 20 BF -Ea 20 Total 1 J5A 5 -0 -0 ROOFTRUSS 3.50 4 -0 -0 0 -0 -0 41 lbs. each 2X4/2X4 0.00 11 BF -Ea 102 Total 9 J6 6 -0 -0 ROOF TRUSS 3.50 2 -0 -0 0 -0 -0 23 lbs. each 2X4 /2X4 0.00 58 BF -Ea 464 Total 8 TI 28 -4 -0 ROOF TRUSS 3.50 2 -0 -0 2 -0 -0 123 lbs. each 2X4/2X4 0.00 61 BF -Ea 245 Total -� 4 T1A 28 -4 -0 ROOFTRUSS 3.50 2 -0 -0 4 -0 -0 13 lbs. each 2X4/2X4 ° 0A0 17 BF -Ea 17 Total 1 Vll 12 -0 -0 ROOFTRUSs 3.50 0 -0 -0 0 -0 -0 35 lbs. each 2X4/2X4 0.00 23 BF -Ea 23 Total 1 V15 16 -0 -0 ROOF TRUSS 3.50 0 -0 -0 0 -0 -0 48 lbs. each 2X4/2X4 0.00 29 BF -Ea 29 Total _ 1 V19 20 -0 -0 ROOFTRUSS 3.50 0 -0 -0 0 -0 -0 61 tbs. each 2X4/2X4 0.00 37 BF -Ea 37 Total 1 V23 24 -0 -0 ROOF TRUSS 3.50 0 -0 -0 0 -0 -0 77 lbs. each 2X4/2X4 0.00 43 BF -Ea 43 Total 1 V27 28 -0 -0 ROOF TRUSS 3.50 0 -0 -0 0 -0 -0 92 lbs. each 2X412X4 0.00 4I&Ea 4 otal 1 V3 4 -0- P E S ��i P 0- 61bs. each zxa/2x4 � n in @.... C Av Structu 8l �! 1 e ue, -101 11 BF -Ea I1 Total 1 V7 8 -0 -0 R F7It I 1 3.431 -0 -0 0 -0 -0 21 lbs. each 2X412X4� 1 b.il 797 Job Tnres Truss Type Qty Ply ALL STATE BiDLQII�t� • 7067 CJS ROOF TRUSS ! • • • • • A • • e • • • 0001 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. ab R4►eremx► anal .:. slo :s CT 9 2ooe Mg Ndustries, lnc. Th Mar 22 06:46:68 2007 Page 1 2 -9-15 4.8-8 • *00 • • • • •+� 8.g • • • • • i • i i • Scale = 1:19. • • • • • • • • • • • ••• ••• • • • e 2x4 N0120 11 •• • • • •• ••• e•• 4 5 248 12 • ••• • • • • •• • • • • • • •• • • • • 8x4NY0�20�' • • 3 3x8 M1120= 10 2 Ll 1 8 7 8 3x4 M1120= 2x4 M112011 34 N0120= p-3 5 41-8 8.5-1 0-3-5 441-8 3-8-9 LOADING (psf) SPACING 24W 0 CSI DEFL in (loc) Ildefl Lld PLATES GRIP TCLL 30.0 Ptah Increase 1.33 TC 0.81 VergLL) -0.02 8 X899 360 M1120 2491190 TCDL 15.0 PII Metal Increase 1.33 BC 0.23 Vert(TL) -0.04 8 a999 180 BCLL 0.0 Lumber Increase 1.33 WS 0.20 Horz(TL) - 0.12 9 Na Na BCDL 10.0 Rep Stress Incr NO (Matrix) Weight 41 lb Code FBC20011ANS - 6 LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 8-0-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/shm) 7=697/Mechanical, 2=588!0-10 -4, 9=010 -1.8 Max Hors 2=229(toad case 2) Max Uplift7=- 395(load case 2), 2=-462(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 140=0138, 2- 10=0/38, 2.4=S49J73, 3. 4=-98141, 4-5= -710, 47=- 297/372 BOT CHORD 2-8=- 199/785, 7.8=- 199P785, 6 -7=010 WEBS 3- 8= 0/87, 3-7=- 8181207,1 -9=0/0 NOTES 1) Wlnd: ASCE 7.98;146mph (3- second gust); hs10ft; TCDL=9.0psf; BCDL=8.0pst; Category II; Exp C; enclosed; C-C Exterior(2) -2.8 -2 to 04-0, Interlor(1) 04-0 to 845-1; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at )olnt(s) 9. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at Joint 7 and 462 lb uplift at Joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 140 -90 Trapezoidal Loads (plf) Vert 10=0(F=46, X45) -W4 - 183(F=47, B=-47), 4=423(F -47, B- 47)- to-5=- 130(F= -60, B= -50), 2=- 2(F=9, 13=9)- to- 8=42(F= -11, B=-11) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Plt metai=1.33 Uniform Loads (plf) Vert 140=141 Hom 1.10= -159 Trapezoidal Loads (plf) Vert: 10= -7(F= -74,13 - 74)- to- 2=8(F-68, B=48), 2=- 71(F=88, B=88) -to 4=218(F =77, B=77), 4=135(F =77, B=77)- to- W45(F=82, B-82), 2- 1(F=5, B=5)- to4-25(F =7, B=7) Hors: 10=7(F=83, B=53)4o- 2=7(F =78, B=76), 2=70(F =7S, B=78 )-t0- 3=112(F =15, B= -15), 3 -112(F =15,13 - 15)-to4=- 254(F=$8, B-88), 4=- 172(F=88, B=- 88)- to- 5=- 183(F= -92,13 -92) 1 Job = Truss Tr Type Qty ply ALL STATE gLrj%% 7067 H1 ROOF TRUSS 10 0 • 0:8 • • 0002 o e BEST TRUSS CO, MIAMI, FL, BEST TRUSS CO. • . . 6AMOs Oet 9 2008 MIj rustdes, Inc. Thu Mar 22 06:46:69 2907 Page 1 -2-0-0 , 4.5-9 80-0 14-2-0 20.4-0 23 -10-7 , 284.0 , 324-0 240-0 4-5-9 3.6-7 6-2-0 6.2-2 s • • 0 146'7 • 4654' • -0-0 • 4 • • • • • • • • • • • Scale =1:62 • • • • • • • • • • • • • •• • • ••• • • 4x9 M1120= • w l 3u4 N� 124 • 3.50 12 • 3x8 M1120= •4z26 -= • • • • • • 2x4M1120zz� 4 5 •• •6• • �it4�1111�0 •• 2x4 M1120= 3 7 8 2x4 MI12011 d 2 19 9 10 2x4 M1120= 1 H 20 11 Io I� 3x6 MII20= 4 15 14 13 12 5X8 M1120= 2x4 M112011 5x8 M1120= 3X6 M1120= 4x9 M1120= 8-0-0 14-2-0 20-4.0 284-0 28rT 8.0-0 6-2-0 6-2-0 84-0 034 Plate Offsets MY): 110:0 - 2 - 12 _ 0-0-Q,112:0-2-12,0-3-0],115:0-2-12 , LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.45 13 >745 360 M1120 2491190 TCDL 16.0 Pit Metal Increase 1.33 BC 0.94 Vert(TL) -0.83 1243 >631 180 BCLL 0.0 Lumber Increase 1.33 WB 0.85 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Rep Stress Incr YES () Weight 143 lb Code FBC20011ANS196 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - Except* TOP CHORD Sheathed or 2 -11-6 or. purlins. 7412 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4.6-12 oc bracing. SOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (I11(size) 2=1706/0- 7.4,17=181/0-1.8, X1714/0 -7.4 Max Horz 2- 23(load case 2) Max UpIM2- 1080(load case 2),17- 1054goad case 2), 9=- 24(load case 2) Max Grav 2.1706(load case 1),17=M7(toad case 4), 9- 1714(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0145,2-19- t 2711735,3-19=- 395911752,34-374111703, 4.6= -35721 1884, "=.348911726,6-7-WI/1748,74=4S4811735, 8-9x4798/1866, 0-10=01207,10-20=0186, 11-20=0176 BOT CHORD 2-15=1469/3770,14.15= -1878/ 4414,13 -14=- 1876/4414,12-13= - 187814414, 8-12=- 1688/3527 WEBS 3-15-2261116,4-15=4071532, 5-16 =1083/534, 5-13 / 119, 5-12= - 11741489, 8.12= -128/ 484, 8- 12=70/295,16- 17=0/0,1147 10, 10- 17- 23711064 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 748;146mph (3- second gust); h=101% TCDL=9.Opst BCDL=6.0pst, Category it; Exp C; enclosed; C-C Exterior(2) 440-7 to 14-9, Interior(1)14 -9 to 29 -1-3, Exterior(2) 29-13 to 32 -1-3; Lumber DOLw1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 17. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1080 lb uplift at joint 2,1054 lb uplift at joint 17 and 24 lb uplift at joint 9. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 14-90,44=40,641-M, 2 -8=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 1- 2=165,2 -18= 108,4. 19=58,4. 8=87,8 - 20=59,11 - 20=108,2-9= -12 Horz 1- 2-173, 249- 124, 4. 19-77, 6 -2 77,11- 20x124 Drag: 4-6-0, 64=0 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increaso=1.33 Pit metal=1.33 Uniform Loads (pill Vert: 14-90, 48-90, 6-11-30,2-9-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pill Vert 14-30,44-90,641-90,24-20 , 1 Job Tn�ss Truss Type Qty Ply ALL STATE BU ILt;l1�0 7067 H2 ROOF TRUSS • i 0:0 • • • i • • • • 0003 • • • i • • • • 0 BEST TRUSS CO., ML4MI, FL, BEST TRUSS CO. • • 8- Oat 9 2008 WTdklmkm rtes, Inc. Thu Mar 22 06:47:00 2007 Page 1 • • ••• • • • • •• -2-0-0 , 5-5-9 10-0-0 14.2-0 18-4-0 22 -10-7 284-0 32.4.0 2-0-0 5.5-9 448-7 4.2-0 4.2-0 • 0004-6-7 • 5-1-9 • • • 4-0.0 • • • • • • • • Scale =1:82 • • • • • • • • • • • • • • • ••• ••• • • 3.50 12 • • 4x9 M120= @x4►Ng120= • • • • • • • • • • • • • • 3x4NH120= 4476120 -0• • • • • • •• •• 5x8 M120 q 5 gR i i i i i i i • s• . . . • • ••• .. 7 2x4 NIIIM0 3 8 2x4 M112011 v 2x4 Ng120= 18 ~ - 9 10 2x4 NHI20= v 1 19 �- '�� 11 Ia I� 3x8 N8120= 15 14 13 12 R 3x4 M120= 3x8 M1120= 3x8 NU120z 3x8 M120= 3x4 NIII20= 104-0 18-" 28.4-0 284T 10-0-0 84-0 104)-0 0-34 Plate Offsets [3:044 19:044,0- 10:0 - 2.8 0 17:0 - - 12 0 - LOADING (psi) SPACING 2-U CSI DEFL in poc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.38 13 -15 >873 350 MII20 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.80 Vert(TL) -0.52 13-16 >841 180 BCLL 0 Lumber Increase 1.33 WS 0.33 Horz(TL) 0.14 9 n/a nia BCDL 10.. 0 Rep Stress Incr YES (Matrix) Weight 140 lb Cale FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 - Except- TOP CHORD Sheathed or 2 -10.11 oc purlins. 7 -112 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-11 -1 oc bracing. BOT CHORD 2 X 4 SYP Not WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/sb:e) 2=1707/0 -7-4, 9=IS8810- 7-0,17=21910 -1-8 Max Horz 2=- 22(load case 2) Max UpIM2- 1072(toad case 2),17=- 1085(load case 2) Max Grav 2=1707(load case 1), 9=1686(toad case 1),17=269(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0145, 2- 18- 4008/1751, 3- 18=-393311777, 3-4= -3411/ 1540, 4- 5=3249/1529, 5.8=3211/1587, &7=. 331611578, 7.8=- 3374/1585, 8-9=-387911894,9-10=01217,10-19 BOT CHORD 2 4 5=- 14751375 3,14 -15= -1369/ 3459,13 -14=- 1389/3459,12- 13=180113818, 9- 12=- 1801/3818 WEBS 3- 15- 888/325, 4.15=- 1321544, 5.15=401238, 5-13= - 508/190, 6- 13=1321 475, 8- 13=-485/411,11- 17=0/0,10 -17=- 26911085 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (34second gust); h=101`4 TCDL=9.Opst;13COL=S.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) - 1 -10 -7 to 1 -1-9, Interior(1)1 -1.9 to 29 -1-3, Exterior(2) 29 -1-3 to 32 -13; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate at joInt(s)17. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1072 lb uplift at joint 2 and 1085 lb uplift at joint 17. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 14-90, 441—M, 5- 11= -80, 2 -9=-20 2) C-C Wind: Lumber incmase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert: 1-2=166, 2- 18=105, 4-18=69,44=67, 6- 19=59,11- 19=106, 2 -8=-12 HorL 1-2-173,2-18-124,4-18-77,6-19m77, 11-19-124 Drag: 4.5-0, 5-8=0 3) 1st unbalanced Regular. Lumber Increase=143, Plate increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 14-90,44-90, 6- 11=30, 2 -9=-20 4) 2nd unbalanced Regular. Lumber Incmase=1.33, Plate increase=1.33 Pit matal=1.33 Uniform Loads (pit) Vert 14-30,44=40,641-90,24-20 Job Truss ] YR:FT:USS Qty Ply ALL STATE BUILDING • 7067 H3 10 • • • • • f • • • • • • ••• • 0004 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6 O•t 82001 MiTAk Industries, Inc Thu Mar 22 08:47:002007 Page 1 • • ••• • • • • ••• 6-5-9 12-" 16.4-0 21-10-7 28-4 -0 , 32-4-0 2.0-0 6-5-9 5.6-7 4-" 0 • e • • • 4-" • ••• ••• • • • • v • • • Scale =1:62 000 • • • • • • • • • • • 000 000 0 3.50 12 4x9 M1120= 4x8M1120 -_ •• • • • :•• :•• ••• 3x4 MII20 % 5 6 • • • i • •x� MO20•.. • • • • • 3x4 M1120 = • • •• • • • • • ••• •• 3 4 7 8 2x4 M1120= 2x4 M1120 2 22 9 10 2x4 N0120= �. _ 1 � 3x6 M1120- 18 17 16 15 14 13 12 .- 3x4 M1120= 3x4 M1120= 5x8 M1120= 2x4 M112011 34 1111120= 2x4 M120 11 3x4 W120= 6-5 -9 12-" 16-" 2140 -7 254-0 28x7 6-5-9 5-6-7 44.0 5.6-7 6-5-9 0-3-6 Plate Offsets 10:0 - 2-40 -1 15:0.1-12 :0 -13 0-1 LOADING(psf) SPACING 2-04 CSi DEFL In poc) 1/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.36 1648 >927 360 M1120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.94 Vert(TL) 18 BCLL 0.0 Lumber increase 1.33 WS 0.71 Horz(TL) 0.14-19 >588 BCDL 10.0 Rep Stress Incr YES Code FBC20011ANSI95 (M) Weight 135 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except TOP CHORD Sheathed or 2 -10 -2 oc purlins. 7 -112 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 5.2 -15 oc bracing. BOT CHORD 2 X 4 SYP No .2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS pb/size) 2=170710 -7-4, X1695/0 -7-4, 21- 209/04.8 Max Horz 2=- 220oad case 2) Max UPIM2=- 1063(toad case 2), 9=- 1130oad can 2), 21=- 938(load case 2) Max Grav 2=1707(load case 1), 9=1696(load case 1), 21=2480oad case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 145, 2 -22=- 403311604, 3- 22=-395311606, 3.4=- 3868/1638, 4-b -MO/ 1398, 5.8=- 287511393, 8-7 =297911398, 7.8=304711373, 84=- 388811701, 9-1 0/197,10.23=-0 /84,11- 23 /76 BOT CHORD 2 4 8=- 1 3 3 8137 72,17 -18=- 133813772,16 -17=- 13381 3772,15 -16=- 998/2875,1415=- 996/ 2875,13- 14=140713624,1243= - 140713824, 942=- 140713624 WEBS 4-18=0M66,446-11261364, 5-16= 751401, 6-14=881381, 8- 14=-985/437, &12=01118, 20- 21=010,11 -21 W/0,10-21- 2481936 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3- second gust); h=101% TCDL=9.Opsf, BCDL=S.Opsf, Category 11; Exp C; enclosed; C-C Exterlor(2) 440-7 to 14.9, Interior(1)14 -9 to 2943, Exterior(2) 29-13 to 32 -1-3; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 21. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1053 lb uplift at Joint 2,113 lb uplift at Joint 9 and 936 lb uplift at Joint 21. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increass=113, Plate increase=1.33 Pit metal -1.33 Uniform Loads (plf) Vert 14= -90, 54= -90, 6-11-90,2-9-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase -1.33 Pit metal -1.33 Uniform Loads (pit) Vert: 1. 2-166, 2-22-106,6.22=69, 6."7,8-23=59,11-23=106, 2 -9=-12 Horz:1- 2=173, 2 -22=- 124, 5- 22= -77, 6- 23=77,11- 23-124 3)1at unbalanced Regular Lumber Increase -1.33, Plate Increase -1.33 Pit metal -1.33 Uniform Loads (plf) Vert: 1. 5=-90, 5. 8=-90, 6-11-30,24-20 4) 2nd unbalanced Regular. Lumber Increase=133, Plate increase -1.33 Pit metal -1.33 Uniform Loads (plf) Vert:1- 5=-30, 648=-90, 6- 11=-90, 2-9=-20 Job Truax Truss Type Qty Ply ALL STATE BUILDING ♦ ••• 7C67 H4 ROOF TRUSS } ♦ i ' i • �• • • i • • • • • • • • • • ' ' o anal BEST TRUSS CO, NOW, FL, BEST TRUSS CO. • ♦ ♦ B�lOOS Oat 9 2006 MRaR Industries, Inc. Thu Mar 22 08:47:012007 Page 1 0 00 7-6-9 14.0-0 144-0 20-9 -7 284-0 304-0 , 2 -0-0 7-6-9 6-5-7 0- -O 6-7 -7 ♦ ♦ • • Ili" 2-0-0 • • • • = ♦ • • • • • • Scale 1:57. • • • • • • • • • • • • • • • . • 3.50 12 fLAn 5x8 120= 3x4 M1120 5 0 .0 •'3�4 �II$I �'♦ ♦' i - 2x4 N11120x\ '� • • • • • 4 17 4' ' 6' • 2z ol !JiXo , • • • 2x411N1202 16 ` 19 82x4M820= a 1 9 I , C3 3x6 MII20= 13 12 11 10 3x6 M1120 _ 3x4 M120= 3x4 N0120= 3x4 N0120= 3x4 MI120= 9-9-1 1440 -0 18.6 -15 284-0 9-9-1 4.2 -15 46-15 9-9-1 SPACING 2-0-0 LOADING(psf) CSI DEFL in poc) I/defl Lid PLATES GRIP Plates Increase 1. TCLL 30.0 33 TCDL TC 0.88 Vert(LL) 0.4311 -13 >781 360 MIIZO 249H80 15.0 Pit Metal Increase 1.33 BC 0.92 Vert(TL) -0.53 2 -13 >631 180 BCLL 6.0 Lumber Increase 1.33 WB 0.30 Ho BC 10.0 Rep Stress Incr YES (Matrix) nITI) 0.13 8 Na Na Weight 1241b Code FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7 -7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ibisize) 2=1721/0-7-4,8=172110-7-4 Max UpiUt2=- 1172goad case 2), 8=1172(load case 2) FORCES (lb) - Maximum CompressionlMaAmum Tension TOP CHORD 1- 2=0/48, 2 -18=- 3981 / 2081, 3-18=- 3892 /2095, 3.4°- 3483/1875, 4-17= -3377/ 1882, 8-17= - 338811898, 8-18=-3368/1898, 6 -18= -3377/ 188$ 8- 7=-3483/1875, 749=- 389212095, 8-19-3981/2061,8. BOT CHORD 243= 179113720,12-13-125026P, 1142= - 125212557,10 -11 =179113720, 8-10- 179113720 WEBS 3- 13=6991458, 5-13=282/984, 5-11 =2821984, 7. 11=8991458 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3-second gust); h=IOtt; TCDL=O.Opst; BCDL=S.Opst Category II; Exp C; enclosed; C-C Extedor(2) 440-7 to 1 -1-9, Interior(1)14 -9 to 11 -2 -0, Exterior(2)11 -2-0 to 14.2 -0, htterior(1)17 -2-0 to 27 -2 -7; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1172 lb uplift at Joint 2 and 1172 lb uplift at Joint 8. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 14= -90, "-90,241-20 2) C-C Wind: Lumber increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert 1 2=156, 2- 18=108,18. 17=59, 5- 17=106, 5- 18=108,18- 19=59, 8- 19=106, 8- 9=155, 241= -12 Horz: 1 -2= -173, 2- 16=124,18- 17 =77, 5-17 =124, 5- 18=124,18- 19=77, 8- 18=124, 8 -9=173 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 1- 5=-90, 5- 9=-30, 241= -20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit maW=1.33 Uniform Loads (pill Vert: 14-30,64=40,240-20 J ®b Tnwa Truss Type Qty PIy ALL STATE BUILDING • ••• • • • ••• 0008 7C67 HG1 ROOF TRUSS 7. • • • AS • • • • • • REST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • B 00 S Oet 8 =6 MITek Industries, Inc. Thu Mar 22 08:47:02 2007 Page 1 • • ••• • • • • ••• -2-0-0 , 3-5-9 6-0-0 11 -5-15 16 -10 -1 22-40 24.10 -7 , 284-0 324-0 240 3-6-9 2.6-7 5- 5-15 54-3 5.5-15 • $-6-7 • 3-C% • 4" • 0:: Scale =1:62. • • • • ' • • • • 0 • 0 0 00 000 •• • • • •• ••• •• 3x8 411120- • • • • • • • ' • 3.50 12 4x8 411120= • • • • • • • • � • • 2x4 N012011 3x4 MII2Cr= i �% i 1111V s • • 3x4411120 = •• • • • • • ••• •• 4 6 6 7 8 3x4 NAl20z:� 2x4 411120= 3 9 2x4 M112011 2 24 1011 2x4 411120= I , 1 9 v11 FLI 12 C2 3x4 Ng120— ZO 18 18 17 16 15 14 13 IQ 2x4 MI2011 3x4 Ng120= 3x8 411120= 2x4 41112011 3x8 411120= 3x6 M1120= 3x4 MI120= 3x4 MI120= 2x4 41112011 I 3-5-9 6.0-0 114-15 16 -10-1 224.0 24 -10-7 , 284-0 284 3-5-8 24-7 515-15 5-0-3 5 -5-15 2-6-7 3-" 0-3-2 Plate Offsets 14,044,0-241, :0-2-0 0 LOADING (psf) SPACING 2 -0-0 CSI DEFL In goo) Udell Ud PLATES GRIP 33 Plates Increase 1. TCLL 30.0 TC 0.83 Vert(LL) 0.4515 -17 >747 380 411120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.69 Vert(M) 1 > 727 180 BCLL 0.0 Lumber Increase 1.33 WB 0.30 Hom(TL) 0.08 10 nla n1a BCDL 10.0 Rep Stress Incr NO (M) Weight 582 lb Cale FBC2001 1ANSI86 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 104W oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=292410-7-4,22=131910-1.8,10=461810-74 Max Horz 2=- 23(load case 2) Max Up1114:2=- 2264(load case 2), 22=- 1905poad case 3),10 -2511 goad case 2) Max Grav 2=2924(load case 1), 22=281 (load case 2),10=4549(load case 3) FORCES (lb) - Maximum Compression/Maximum Tendon TOP CHORD 1- 2=0/46, 2- 24=7580/5088, 3-24=- 760015104, 3.4=- 8158/5839, 4.6=-1102917952, 5.8=- 11029/7962, 6- 7=-7535/6625, 7.8=- 7636/5625, 84-769115695,9-10-6222f4412, 10-11=01260 11-26=0186,12-26=W$ BOT CHORD 2- 20=MVfM25,19- 20=463717125,18 -1g= -5436/ 7897,17- 18=5436! 1897,16 -17=- 7615 / 10867,15-16=- 7816/10867,14 -15=- 7615/10867, 13 -14=- 3837/5754,10 -13=- 383715764 WEBS 3- 20=- 1611206, 3-19=. 8411 932, 4.18= -184/ 486, 4.17=- 2369/3408, 5.17=4196/898, 6 -17 =79 1288, 6- 15=01171, 644=- 362412479, 8 -14=- 817/1301, 9- 14=1350/1979, 9 -13=- 6071379, 21- 22=010,12- 22=010,11- 22=28111906 NOTES 1) 4-ply truss to be connected together with 1 O (0.148"4') nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Webs connected as follows: 2 X 4.1 row at 0-9-0 oc. Attach chords with 112 Inch diameter bolts (ASTM a-307) with washers at 2 -0-0 on center. 2) All loads are considered equally applied to all piles, except If noted as front (F) or back (8) 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 toads have been considered for this design. 4) Wind: ASCE 7- 98;146mph (3-second gust); h=10ft; TCDL=9.Opst; 13COL4.0psf, Category 11; Exp C; enclosed; C-C Exterior(2) -2 -0-0 to 1.0.0, Interlor(1)1 -0-0 to 29 -1.3, Exterlor(2) 29 -1-3 to 32 -1-3; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 6) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 22. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2264 lb uplift at joint 2, 1906 lb uplift at joint 22 and 2611 lb uplift at joint 10. 8) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 9) Girder carries hip end with 64.0 and setback. 10) Uplift for first LC exceeds limits 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 495 lb down and 473 lb up at 226-0, and 495 lb down and 473 lb up at 6-0-0 on bottom chord. The designlseieetlon of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase-1.33 Pit metat=1.33 Uniform Loads (pit) Vert: 14-90, 448= -166(F =76),8- 12= -80, 2- 19=20,14.19= -37(1 14=-20 Concentrated Loads (lb) Vert: 19=-495(F)14 -06(F) Continued on page 2 Jbb Truss Tnus Type Qty Ply ALL STATE BI�lLD1t�t3 • ODW 7067 H01 ROOF TRUSS ° ° • ° • • • • ° i re o BEST TRUSS CO, MIAMI, FL, BEST TRUSS CO. • • • B i00.Ost 9 2aww • ljtdustde% Inc. Thu Mar 22 08:47:02 2007 Page 2 • • ••• • • • • • LOAD CASE(S) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit meta1=1.33 • • • • Uniform Loads (pit) • 000 • • ° • ° • • • • Vert 1- 2=156, 2- 24= 106, 4. 24=59, 44M66(F=99), 6- 26-59,12- 26=106, 2- 19=-12,14- 19=-22(1` 1 • • • ° • i • • Hors: 1. 2=173, 2- 24=124, 4. 24=77, 8- 25=77,12- 26=124 • • • • • • Drag: 44=- 0(F=0), 74=0(F=0) ° ° ° ° ° • i • • i • • • • Concentrated Loads (lb) Vert 19=473(F) 14=473(F) 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plt • • • • • • • • • • • • Vert 1.4= -90, 4.6=- 166(F =76), 6.12= -30, 2- 19- 20,14-19=-37(F=-17),10 -14=20 • • • • • • • • • Concentrated Loads (lb) • • i • i i i i • • • • • ° Vert 19=49 5(la 14=495(F) • • • • • ° • ° i • • • 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metai=1.33 *00 • • Uniform Loads (plf) Vert 1.4=30, 4.8=- 166(F= -76), 8- 12=-90, 2 -19=- 20,14.19= -37(F =17),10- 14=-20 Concentrated Loads (lb) Vert 19-496(F)14=-495(F) I Jdb T Truss Type Qty Fly I ALL STATE BUiLDIrI • • • 0007 7 7067 J1 ROOF TRUSS et • • i • i • 1 i • • • • BEST TRUSS CO., WAMI, FL, BEST TRUSS CO. • • 8 arOcf 8 200BMY01 elllndustries, Inc. Thu Mar 22 06:47:02 2007 Page 1 • • ••• • • • • ••• -2404 1-O 0 2 -0-0 • •••1.00 • • • • • • Scale 1:5 • • • • • • 2 3.50 12 •• • • • •• ••• • • • • • • • • • • • •• • • Z", • • • • • • • • • • • ••• •• • 2x4 M1120= u� C I x 0 1 4 3x6 MI120= 1-0.0 1-0.0 Plate Offsets :Ed a 0 -2 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) 11de0 Lld PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.00 3 nlr 120 M1120 2481180 TCDL 15.0 Pit Metal Increase 1.33 BC 0.02 Vert(TL) .0.00 3 nlr 80 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) 0.00 nla nla BCDL 10.0 Rep Stress Incr YES N3186 (Matrix) Weight 8 lb Code FBC2001 /A LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or I-U oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ibfslze) 2=27710-7-4,2=27710-7-4 Max Horz 2=145(load can 2) Max Up11ft2=435(load case 2) FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2146, 2-3= -2710 BOT CHORD 240010 NOTES 1) Wind: ASCE 7- 98;146mph (3- second gust); h=10ft; TCDL=8.0psf; BCDL=S.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 435 lb uplift at Joint 2. 3) Non Standard bearing condition. Review required. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASES) 1) Regular. Lumber Increaso=1.33, Plate Increasea1.33 Pit metal=1.33 Uniform Loads (plf) Vert 1- 3=-80, 24= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 1.3=155,2.4= -12 Horc 1- 3=-173 Jeb Truss Tnn:s Type Qty Ply ALL 8TATE BI�ILDlN • 0008 7067 J3 ROOF TRUSS • • : • : • 1 • • • • • • • • •o aAal BEST TRUSS CO., MIANO, FL, BEST TRUSS CO. • • • & sod 9 2009►NOTelt Isrdushles, Inc. Thu Mar 22 09:47:02 20117 Page 1 • • ••• • • • • •• 3-" 2-0-0 . ... . • 3.0.0 . so: • • • • • • • 3.50 12 41 00 • • • •• ••• •• • ••• i i•• •• • • • • • • • • • • • • • • ••• •• 2 2x4 N0120= 1 4 2x4 M1120= 3.0-0 3.0-0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in Poe) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.00 2 `"" 350 MI120 2491190 I TCDL 15.0 Pit Metal increase 1.33 BC 0.03 Vert(TL) -0.00 2-4 >989 180 BC LL 0.0 Lumber Increase 1.33 WS 0.00 Horc(TL) -0.00 3 Na Na BCDL 10.0 Rep Stress Incr YES (matrix) Weight 15 lb Code FBC2001 /ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 34W oc purlins. SOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS pb /size) 3=38iMechanical, 2=42110-7.4,4=26/Mechanical Max Horn 2=2490oad case 2) Max Upllft3=- 91 (load case 2), 2- 656(load case 2) FORCES (lb) - Maximum Compression/Maximum Temslon TOP CHORD 1- 2=0/46, 2-3=53/4 SOT CHORD 2010 N OTES ) Wind: ASCE 7- 98;146mph (3- second gust); h=101% TCDL -9.0psf; BCDL=6.Opsf; Category II; Exp C; enclosed; C•C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at Joint 3 and 655111 uplift at Joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert 1- 3=- 90,24 -20 2) C-C Wind: Lumber Increasea133, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert 1- 2=155, 2- 3=182, 2.4= -12 Hors 1- 2=173, 2- 3=-180 Jbb Truss Truss Type 7C67 ply ALL STATE BUILDING • ••• •• i• •i •:• 0009 7C8T JS ROOF TRUSS • • • • 1 R • oral • • • • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • • 8. • 8 20D8NYOTe1llndustries, Inc Thu Mar 22 08 :47:03 2007 Page 1 • • •• • • • ••• -2 -0-0 5-0-0 _ , go ••• ••: • • • • • •• Scals • • • • • • • • • • • • • • • 3.50 J2 •• • • • •• ••• • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • 2 , 2x4 N120= 1 4 3x4 M0120= 5-0.0 5.0.0 LOADING (psf) SPACING 2 Plates 1.33 33 CS1 DEFL in (loc) Vdefl Ud PLATES GRIP Increase TCLL 30.0 TC 0.87 Vert(U) 0.00 2 "* 360 M1120 2491180 TCDL 15.0 Pit Metal Increase 1.33 BC 0.09 Ve BCLL 0.0 Lumber Increase 1.33 yyg 0.00 Hon L -0.00 2 3 Na Na BCDL 10.0 Rep Stress 001 YES (M�) Weight: 21 lb Code FBC2001 /ANSI98 LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 64W oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (I11/size) 3=18=11echanical, 2=49710 -7.4, 4=4Wechanical Max Horz 2=353(load case 2) Max Uplift3=- 3320oad case 2), 2=-727(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2/48, 2-3=-125/37 BOT CHORD 2-0=0 10 NOTES 1) Wind: ASCE 7- 98;148mph (3-second gust); 11=1 Oft; TCDL=9.Opsf; BCDL=S.Opsf, Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 lb uplift at Joint 3 and 727 lb uplift at Joint 2. 4) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert:1- 3=-90, 24-20 2) C-C Wind: Lumber Increase=133, Plate Increase=1.33 Pit ma%1=1.33 Uniform Loads (pit) Vert: 1-2=165, 2- 3=182, 24-12 Horz 1.2= -173, 2- 3=-180 Job Truss Truax Type Qty Ply ALL 8TATE BUILDING- 7 C67 JGA ROOF TRUSS y • • i • i • 1 • • i • • : M w••al X70 • • • • BEST TRUSS CO., AMI, FL, BEST' TRUSS CO. • • • ar0dr 9 2000n1%lrjduatrle0,11, Thu Mar 22 08:47:04 2007 Page 1 4-M • *0* • • • Scale =1:15. i i •• •• i i• i i • 4 • • • • i•• i•• • • 3.50 12 • • • • • 3x4W12011 10 ••• • • •• • • ••• 3 2 9 2x4 M1120= 5 8 , 1 2x4 N0120= M120 70-3 -15 5-0-0 � 0-3-15 5-0-0 Plate Offsets MY): 12:0-M LOADING(psf) SPACING 2-0-0 CSI DEFL in (toc) Udafl Lid PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.90 Vert(LL) 0.00 3 .... 380 MII20 2491180 TCDL 15.0 Pit Metal Increase 1.33 13C 0.09 Vert(TL) -0.02 3.5 >998 180 Lumber Increase 1.33 BCLL 0.0 Rep Stress incr YES WB 0.44 Horz(TL) 0.13 7 Na Na BCDL 10.0 Coda FBC20011ANS195 (Maw) Weight 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 54-0 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 LBR SCAB 1.4 2 X 4 SYP Not one side REACTIONS (lb/size) 4=1681Mochanical, 3- 133!0.7.4, 5=461Mechanical, 7 =795!0 -1.8 Max Horz 3- 1250oad case 2) Max UpIM4=- 334(load case 2), 3- 133(load case 1), 7=4451(load case 2) Max Grav 4=168goad case 1), 3=645(load case 2), 5=46(load case 1), 7 =795(Ioad case 1) FORCES (lb) - Maximum CompressionlMaximum Tension TOP CHORD 1- 6=0124, 8- 9=0!76, 2 -185, 2- 3=-821288, 3-10. 12610, 4.10=- 124138 SOT CHORD 3 -5=010 WEBS 1. 7=010, 6 -7 10, 2-7-79511451 NOTES 1) Attached 9 -"scab 1 to 4, front face(s) 2 X 4 SYP No.2 with 1 row(s) of 10d (0.148 "x3'1 nails spaced 9" o.c.except : starting at 2-4-7 from end at joint 1, nail 1 row(s) at 4 o.c. for 34.14. 2) Wind: ASCE 7- 98;146mph (3-second gust); h=10ft; TCDL=9.Opsf; BCDL=S.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) -3-8 -3 to - 0-9-3, Interior(1) -0.9.3 to 04", Exterior(2) 04" to 4.11.4; Lumber DOL=•1.33 plate grip DOL -1.33 Plate metal DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 Ib uplift at joint 4,133 Ib uplift at joint 3 and 1451 Ib uplift at joint 7. 6) This bum design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber increase=1.33, Plate Increase=1.33 Pit metai=1.33 Uniform Loads (plf) Vert 14= -80, 34-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit. metal=1.33 Uniform Loads (plf) Vert 14M62,940=67,440=162,3-6-12 Hors 1-9-180,940-86, 410 -180 Job Tnres 7R00FTTYfZ'SS Ply A LL 0011 Job • • i • s • 1 • • • • • • • • • • rp W181 BEST TRUSS t 0., MIAMI, FL, BEST TRUSS CO. • s • & aoai 8 2008►MITeR11dustriss Iris Thu Mar z2 08:47 042007 Page 1 • • ••• • • • • •• , 2 -M 6-0-0 • • • • • • 09* Scale =1:13.1 •• s s• i• i i •• 3 3.50F1 •• • • • •• •s• so •• i i i s s • • 8 7 2 , 2x4 M1120= 1 4 3x4 MI120= 6-0.0 6-0-0 Plate Ofrseffi MY): 12:0-1-12.0-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl LJd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.00 2 ""' 360 M1120 2491190 TCDL 19.0 Pit Metal Increase 1.33 BC 0.14 Vert(TL) -0.05 2-0 >999 ISO BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.00 3 Ma We BCDL 10.0 Rep Stress Incr YES Weight 24 lb Code FBC20011ANSI95 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puffins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 3=216/Mechanical, 2=64410-7.4, 4=561Mechanlcal Max Hors 2=382(load case 2) Max Up11f&L410(load case 2), 2=- 728(Ioad case 2) FORCES (lb) - Maximum CompresslonlMaximum Tension TOP CHORD 1-2=0146,2-7-16210,741-14610,341-136149 BOT CHORD 24x010 NOTES Wind: ASCE 7- 98;146mph (3- second gust); h=10% TCDL=9.0psf; BCDL=S.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) - 140-8 to 1 -1-8, Interior(1)1 -1.8 to 1.81-5, Exterlor(2)1 -8-5 to 55-11 .4; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb upiift at Joint 3 and 728 lb uplift at Joint 2. 4) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 14-M, 24= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=133 Pit mow=1.33 Uniform Loads (plf) Vert 1- 2=165, 2-7=157,74=66, 341-167,24-12 Hors: 1- 2-173, 2- 7= -176, 7. 8=-84, 3-8-176 Job Truss Truss Type Qty Ply Mrafte •♦ ♦ • • • 0012 7067 T1 ROOF TRUSS : • o • * 1 e o onal HEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. e ♦ • •6410 sVct 9 4k Industries, Inc. Thu Mar 22 03 2007 Page 1 7-6-9 14.2-0 20-9 -7 284-0 _ _ 304-0 , 240-0 7-6-9 6.7 -7 j-7 -7 ♦ ♦ • • • �_g-g 2.0-0 �•� e •� • ••� • ♦ i • •• Scale 1:56. • • • • • • • 3.50 12 • • 5x8 M1120= •e • • • •• ••• •• 3x4 M[1120% 5 • • • : •'jx4�111;�0• • . ♦ • • 2X4 N0120\'\ 17 • ;8- • • i i i•• ••• 4 2x4 M1120 /i 3 7� 2x4 M1120= 2 16 19 a 2x4 M1120= 1 M 9 o , 3x6118120— 13 12 11 10 3x6 M1120 _ 3x4 M1120= 3x4 M1120= 3x4 M1120= 3x4 M1120= 94-1 184-15 28.4-0 9-9-1 841-14 9-9-1 LOADING ( SPACING 2-0 0 Cal DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.43 11 -13 >781 360 M1120 2491190 TCDL 16.0 Pit Metal Increase 1.33 BC 0.92 Vert(TL) -0.63 2 -13 >632 180 BOLL 0.0 Lumber Increase 1.33 WB 0.30 Horz(TL) 0.13 8 n1a n1a BCOL 10.0 Rep Stress Incr YES (Maw) Weight 124 lb Code FBC20011ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2414 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.7 -7 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=172110.7 -4, 5=172110 -7-4 Max UpIM2=- 11080oad case 2), 8=-1168(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 /45, 2- 16=- 397812063, 3-18=- 3959 /2091, 34=- 3461/1872, 4.17=3376/ 1879, 6-17=- 338811895, 5- 18=-338811896, 8- 18=-3375/ 1879, 6-7=- 348111872, 7 -18=- 3959/2081, 8-19-4978/2063,84W45 BOT CHORD 2 -13=- 1789/3717,12- 13=-125212568,11 -12=- 126212568,10 -11 =178913717, 8-10=- 1789/3717 WEBS 3-13=498f456,5-13-2801984,5-11-2801984,7.11=6981457 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3- second gust); h-1 Oft; TCDL -S.Opsf; BCDL=6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) - 1 -10 -7 to 14-9, Interior(1)14 -9 toll -2 -0, Exterior(2)11 -2-0 to 14.2 -0, Interior(1)17 -2-0 to 27 -2 -7; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1186 lb uplift at Joint 2 and 1166 lb uplift at joint S. 4) This buss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increass=133, Plate Increase=1.33 Pit. matal=1.33 Uniform Loads (plf) Vert 14= -80, 54-90,241-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metai=1.33 Uniform Loads (plf) Vert 1- 2=165, 24"06,16- 17=59, 5.17= 106, 5. 18=108,18- 18=59, 849=106, S- 9=166, 241= -12 Hove 1 -2= -173, 246 - 124,16- 17= -77, 5-17= 124, &18=124,18-19=77, 8- 19=124, 8 -9=173 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increass=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 14-90, 54-30,240-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit. metai=1.33 Uniform Loads (pit) Vert: 14=30, 64-90,24-20 Jab Truss TruasType Qty Ply AL�STAT SURING 0013 : .40* ♦ ••• • 7067 T1A ROOF TRUSS • • 1 • • • • • rence BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. ♦ ♦ ♦ ♦8.490 sioct 9 2w + • %K Industries, Inc. Thu Mar 22 08:47:06 2007 Page 1 ♦ • ••• • • • 7-8-9 14.2-0 20-9 -7 28.4-0 324-0 24)-0 748-9 6-7 -7 -7 • ♦ • • 74.9 * 4-0-0 • Scale =1:61. • 3.50 12 5x8 M 120= 000 ••♦ •• •• • • • • • • 3x4M1120 % 5 .• i♦i • • • • •• •• t • +..• • i • 2x4 M120\\ 18 19 6X; • • • • ri -'� • •+• •• 3 4 6 2x4 M1120= 2x4 M112011 V 2 17 7 820 2x4 M1120= i 1 9 �T 3x6 M1120= a , 13 12 11 10 3x4 M1120= 3x4 M1120= 3x6 N0120= 3x4 M1120= 3x4 M1120= 9-9 -1 18-6-15 28.4.0 28 -6 9-9-1 8-9-14 9-9-1 Plate Offsets [6:04-0,0-3-01, :0 -2-0,0-0-81, [16:0-1-8,0-1-0 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) Udefl Lid PLATES GRIP Plates Increase 1.33 TCLL 30.0 TC 0.81 Vert(LL) 0.4111 -13 >618 380 MII20 2491190 TCDL 18.0 PIL Metal Increase 1.33 BC 0,84 Vert(TL) -0.63 1143 >SU 180 Lumber increase 1.33 B WB 0 Horz(TL) 0.13 7 Na Na CLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20011ANS195 (Matrix) Weight 131 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "'Except" TOP CHORD Sheathed or 3-1-4 oc puritns. 1.4 2 X 4 SYP SS, 6-9 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-7-9 oc bracing. SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/stze) 2a170fd0 -7. 4,18=11310 -1.8, 7=179510-74 Max Horz 2=- 22(toad case 2) Max UpIM2- 1177(load case 2),18=-924(load case 2), 7- 2490oad can 2) Max Grav 2=17060oad case 1), 1 6=1 99(load case 4), 7=1796(load case 1) FORCES (lb) - Maximum CompressioniMaximum Tension TOP CHORD 1- 2=0/45, 2-17= - 3928/2077, 3- 17=-3840/2111, 34=- 3 41 111 8 9 0, 418=- 332611897, 6-18= -3318/ 1913, 5- 19=- 3231/1946, 8-19=- 332311930, 0 8- 20/84, 9- 20176 BOT CHORD 243- 178413870,12- 13=124412600,1142 - 1244/2600,10 -11 =1813/3630, 7 -10- 181313530 WEBS 3-13-499460,15-13-2811992, 5.11- 3211900, 6-11 -839/ 470,16- 16=010, s-16=010, 8-16- 1991924 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7- N;146mph (3- second gust); h=1 aft; TCDL=9.Opsf, BCDL=6.Opsf, Category II; Exp C; enclosed; C-C Exterior(2) - 140-7 to 14-9, Interlor(1)14-O to 11 -2 -0, Exterior(2)11 -2-0 to 14.2 -0, lnterlor(1)17 -2-0 to 29 -1-3; Lumber DOL=1.33 plate grip DOL=1.33 Plats metal DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s)16. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1177 lb uplift at joint 2,924 lb uplift at joint 16 and 249 lb uplift at joint 7. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 PR. mstal=1.33 Uniform Loads (pif) Vert 1 -6-90, 5.9= -80, 2 -7 -20 2) C•C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (pit) Vert 1- 2=155, 247=106,17 -18 9, 5- 18=108, 5-19=108,19- 20=59, 9- 20=108, 2 -7 -12 Horz: 1-2-173,2- 17- 124,17- 18-77, 5-18=- 124, 5- 19=124,19- 20=77, 9- 20=124 3) 1st unbalanced Regular. Lumber Incmase=1.33, Plate Increase=1.33 Pit ms%1=1.33 Uniform Loads (plf) Vert 15-90, "-30,2-7-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=133 Pit metal=1.33 Uniform Loads (ptf) Vert 14-30,64-90, 2 -7 -20 Job Truss Truss Type Qty fy STATE, STATI�IG • 7067 V11 ROOF TRt1S3 i • 1 • i • • q : • 00: : 0014 • • • olbRefererke (0 01101181 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • •8.490 AOat 9 gk Industde% h= Thu Mar 22 08:47:09 2007 Page 1 • • ••• • • • g 0 0 12-U • 640-0 ••• ••� ••: ••� • i i • Scale 1:19. • • • • • • • • • • • • • • • • • 0 . 000 • • • • • • 4x8 M1120= •• • • • •• ••• •• 350 12 • • • • • • • • • • • • • ••• i i•• •• 1 3 3x4 W120= 2x4 M120 11 3x4 MII20 12-0-0 1 12 -0-0 I LOADING(PSI) SPACING 2 -0-0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) We n/a 999 M1120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 027 Vert(TL) We - nla 988 BCLL 0.0 Lumber increase 1.33 WB 0.19 Horz(TL) 0.00 3 nla We BCDL 10.0 Cnde FBC20011ANSISS (Malt) Weight 381b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pur ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS pb /size) 1=214 112 -0-0, 3=214112.0-0, 4=SW/12 -0.0 Max UpIIR1 =226(load case 2), 3=- 226(load case 2), 4=883(Ioad case 2) Max Grav 1=230(toad case 3), 3=230(load case 4), 4=6WIoad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -SM9, 2- 3=62!88 BOT CHORD 10/27, 3. 4=0127 WEBS 24-4981644 NOTES 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7- 88;148mph (3-second gust); h=10ft; TCDL=9.Opsf; BCDL=6.Opst, Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withsmnding 226 lb uplift at Joint 1, 226 lb uplift at Joint 3 and 663 lb uplift at Joint 4. S) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (plf) Vert: 1-2-90, 2- 3=-90,1 -3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 1- 2=124, 23=124,1 -3=-12 Horz:1- 2=142, 23=142 3) tat unbalanced Regular. Lumber Increase=133, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 1- 2=-90, 23=- 30,1 -3=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit meW=1.33 Uniform Loads (pit) Vert: 14-30,2-3—N, 1-3-20 Job Truss Tniii Qty Ply ALL STATE • • •• •• •• • 0015 7057 V76 I ROOF:USS i • 1 • • • 1 • • • • • • • onai BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • •5460 $ 9 gk Industries, Inc. Thu Mar 22 08:47:08 2007 Page 1 • • ••• • • • 1640-0 • 8� • • • • • • • • • • • Scale =1:25. • • • • •• •• • • • • • • • • • 4x9 N8120= 3.50 12 2 • • • i•i 0 i i i i• •• • • • ••• a i • i•• •• •� 6 7 5 ' 8 1 3 3x6 N!1120= 5x8 N0120= 3x6 NN120z�- 16.0-0 16-0-0 Plate Offsets :0.4-80 -2 4 :04-0 LOADING( PSI) SPACING 2 -0-0 CSI DEFL in (loc) Udell Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) Na - Na 999 11111120 249M90 TCDL 15.0 Pit Metal Increase 1.33 BC 0.43 Vert(TL) Na - Na 999 BCLL 0.0 Lumber Increase 1.33 WB 0.22 Horz(TL) 0.00 3 Na Na BCDL 10.0 Rep Stress Incr YES (matrix) Weight 48 lb Code FBC2001 /ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puHlns. SOT CHORD 2 X 4 SYP No.2 130T CHORD Rigid calling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 1=2991164-0, 3=299!18-0 -0, 4=937/18-0-0 Max UpIMI - 261(load case 2), 3-261 (load case 2), 4=- 749(load case 2) Max Grav 1- 322poad case 3), 3=322(load case 4), 4-937(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.5=- 116187, SJ= -39=, 2-B=- 9/108, 2 7=- 91108, 7.8=- 39188, 3-8=- 116/87 BOT CHORD 1-4 /39, 3."139 WEBS 24- 8981746 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3-second gust); h=l Oft; TCDL=9.Opsf, BCDL=6.0psfi Category II; Exp C; enclosed; C4; Exterlor(2)1 -0.4 to 4-0.4, Interior(1) 4.0.4 to 54-0, Exterlor(2) 544 to 8-0-0, Interior(1)11 -0-0 to 114142; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. ;•? Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 1, 261 lb uplift at joint 3 and 749 lb uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increass=113, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert: 1-2-M, 2-3=- 90,1 -3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert: 1-6=110, 641=60, 248=110, 2-7-110,7-8=60, 3-8 -110,1 -3=-12 Horc 145=- 128, 5.8= -78, 2-8= -128, 2- 7=128, 778, 3.8=128 3) let unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pif) Vert 1- 2=-90, 2-3=- 30,1 -3=-20 4) 2nd unbalanced Regular. Lumber dncreaso=1.33, Plate Increase=1.33 Pit meW=1.33 Uniform Loads (pif) Vert:1- 2=-30, 2- 3=-80,1-3=-20 Job Truss Truss Type Qty Ply ALL STATE 7087 V19 ROOF TRUSS 1 • i • • • • 1 i • • • • 0018 a as 0 orrai BEST TRUSS CO., MIANB, FL, BEST TRUSS CO. • • • •8.490 s-t 9 *k Industries, Inc. Thu Mar 22 08:47:08 2007 Page 1 0 10 4-0 204-0 10-0-0 • • • • • • • 1tQ-� • • • • • • • • • Scale: 3(V'='1' • • • • ••• ••• • • 9x12 MII18H = 3.50F1 2 ••• ••• i g ••• o • • ••• • • • • •• • • • • • • • •• • • • • • • • 6 9 1 3 3x6 M1205:- 3x6 M1120-- 3x4 M1120= 2x4 N012011 20-0-0 20-0 -0 Plate Offsets MY): 11:0 - 2 - 12,0 -140,13:0-2-12,0-140,[4:0-2-4,0-1 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) Na - Na 999 MII20 2491190 TCDL 18.0 PIL Metal Increase 1.33 BC 0.91 Vert(TL) Na - Na 999 MII18H 1981188 BCLL 0.0 Lumber increase 1.33 WB 0.28 Horz(TL) 0.00 3 Na Na BCDL 10.0 Rep Stress incr YES (Matrix) Weight 61 lb Code FBC20011ANS195 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-1-0 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 104W oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lbisize) 1=386120.0-0, 3=388120 -0 -0, 4=1206@0 -0-0 Max Uplh'tl - 288(load case 2), 3=- 296(load case 2), 4=-823(load case 2) Max Gray 1=4140oad case 3), 3=4140oad case 4), 4=12060oad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.8=-148196,6-7-621100,2-7=01126,2-8=01126,84-621100,3-9-148= BOT CHORD 1.6*160, 44-0 180, 3. 4=0160 WEBS 24=4001838 NOTES 1) Unbalanced root live toads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3-second gust); h=10ft; TCDL=9.Opat; BCDL=6.0psf, Category 11; Exp C; enclosed; C-C Exterior(2)144 to 4-0.4, Interior(1) 4 to 7 - 0 - 0, Exterior(2) 7 - 0-0 to 10-0 -0, Interior(1)13-0-0 to 18-11 -12; Lumber DOL=1.33 plate grip DOL=1.33 Plats metal DOL=1.33. 3) All plates are MT20 plates unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 1, 296 lb uplift at joint 3 and 823 lb uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase=113, Plate Increase=1.33 Pit. metal=1.33 Uniform Loads (plf) Vert 1- 2=-80, 2.3=- 80,1 -3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Incmese=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 1-8 =108,8.7=69,2-7=106,2.8=108,8 -9 =89,3 - 9=106,1 -3=-12 Hove 1.8=- 124, 6 -7 =77, 2 -7 =124, 2-8=124, 8.77, 3-9=124 3) 1st unbalanced Regular. Lumber increase=1.33, Plate Increase=1.33 Ph. metal=1.33 Uniform Loads (plf) Vert 1-2-0,24-30, 143=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate increase=1.33 Pit metel=1.33 Uniform Loads (plf) Vert 1- 2=-30, 2- 3=-90,1 -3=-20 Job Truss TnmsType Qty Ply ALLSTAT) BIjll *G • • • 0017 7067 V23 ROOF TRUSS i • 1• i 1 i • • • i i ° ° • • Job Rdferdhce o BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • • 8400 tf Oct 8 1006 ATpk industries, InG Thu Mar 22 06:47:07 2007 Page 1 1240 -0 24-M 12 -0-0 • • + • • • • • + 12 i i • ° • • • • ° ° i i • • Scale 1:38. 4x8 M1120= •• • • • •• ••• •• • • • • o • • • • • • • • • •• ••• • 3.50 12 3 • • • • • •+ • • 10 11 2x4 M112011 2x4 M112011 2 4 FFi g 12 3x4 M1120. 8 7 6 3x4 MI120zz: 2x4 M112011 5x8 M1120= 2x4 MII2011 24-0-0 24-0-0 Plate Offsets :0-4-0 0 LOADING (psf) SPACING 24.0 CSI DEFL in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a 999 MII20 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.21 Vert(TL) n/a - n1a 998 BOLL 0.0 Lumber Increase 1.33 WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Rep Stress Incr YES (matrix) Weight 78 lb Code FBC2001 /ANSI85 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 64-0 oc puriins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 104-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/slze) 1-214124-0.0,6=2141244)4,7=641124-0-0,8=673124-0-0,6473124-0-0 Max UpIMI- 175(lood case 2), 5 =175(load case 2), 7=4030oad case 2j, 8=-425(toad case 2), 8=-425(ioad case 2) Max Grav 1=2140oad case 1), 5=214(load case 1), 7=641 (load case 1), 8=697(load case 3), "97(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 8x80/14, 2 -9= 12157, 240=- 103 /173, 3- 10=27/188, 3-11=- 27/188, 4.11 =103/173, 4.12=-12/57, 6.12 0/14 BOT CHORD 1-8W63,7-8=0183,S-7=0163,64=W63 WEBS 3-7=- 5301490, 2.8=-568/481, 441. 568/461 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3-second gust); h710ft; TCDL=9.0psf; SCOL4.0psf; Category 11; Exp C; enclosed; C-C Extertor(2)1404 to 4-0.4, Interior(1) 4-0.4 to 94W, Exterior(2) 9-0-0 to 12 -0-0, interfor(1) IS-M to 18- 1142; Lumber DOL=1.33 piste grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 1,175 lb uplift at joint 5, 403 lb uplift at joint 7, 425 lb uplift at joint 8 and 426 lb uplift at joint S. 5) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pif) Vert: 1-3= -80, 34=40,1 -5=-20 2) C-C Wind: Lumberincrease=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pif) Vert: 1-9= 108, 9-10=69,3-10=106, 3- 11=108,1142=58, 5-12=106,1 -6.12 Horz:1 -8= -124, 940= -77, 3-10=- 124, 3- 117124,1142=77, 5- 12=124 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal71.33 Uniform Loads (plf) Vert 1- 3=-90, 3.6=30,1 -5 -20 4) 2nd unbalanced Regular. Lumber Incmase=1.33, Plate Increase=1.33 Ph. metal -1.33 Uniform Loads (pifl Vert 143-30,21-5-M, 1-5-20 Jbb Tnu<s Truss Type STATrF BW"G 7C67 V27 ROOF TRUSS : • 1• : • • : 1 : • • • • : 0018 • • qJ09 BEST TRUSS CO., MIANII, FL, BEST TRUSS CO. • • • • 6JW JOCt 9 Industries, Inc. Thu Mar 22 08:47:07 2007 Page 1 140-0 28" 14-0-0 • • • • • • 1417 • • • • • • • � i • • Scale 1:45. • • • • • • • • 3.50 12 4x9 411120= • • • •• ••• • •• •• • • • • • • t 3x6 Np120 ; : : : • • 2x4 N0120 I h 12 ! 13 •316fmoz-- 2x2 Ng120 11 � 5 3 6 I i 1 7 3x6 N I20 = 10 9 8 34 NI20:z: 5x8 411120= 2X4 41112011 5x8 Ng120= 28.0-0 28-0-0 Plate Offsets :04-0 0 10:044.0-m 0 SPACING 2 -0-0 LOADING(psf) CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) n1a - n/a 999 M1120 249MOO TCDL 15.0 Pit Metal Increase 1.33 BC 0.41 Vert(TL) n/a - we 989 BCLL 0.0 Lumber increase ES wa 0.16 Hors(TL) 0.00 7 n1a n/a BCDL 10.0 Rep Stress Incr YES (Matrix) Weight 92 lb .Code FBC2001 /ANSI85 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 64-0 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 104W oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Iblsize) 1=313128-0-0, 9=544128.0 -0,10-842/28-0 -0, 8=842128 -0 -0, 7.3131284.0 Max UpIHt1=- 236(load case 2), 9=- 3330oad case 2),10=- 494(load case 2), 8=-4Woad case 2), 7=- 236(load case 2) Max Grav 1=313(load case 1), 9=544(load case 1),10=857(load case 3), 8=857(Ioad case 4), 7413(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 141 =101/25, 241= -2383, 2.9=- 107 / 198, 3.12 88/197, 4.12=- 23PL23, 4.13= 231223, 5-13 9/197, 5.8=-1071198, 6-14=- 23146, 744=- 101125 BOT CHORD 140=080, 9-10=080, 8- 9=080, 7-080 WEBS 4- 8=-4861428, 2-10=- 887/525, 6- 8=4671525 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7.96;146mph (3- second gust); h=1 Oft; TCDL=9.Opsf; BCDL=6.Opst; Category 11; Exp C; enclosed; C-C Exterior(2)1-0.4 to 4-0-4, Interior(1) 4-0-4 to 11 -0 -0, Exterior(2)11 -0-0 to 14-0-0, Irrterlor(1)17 -0-0 to 23- 1142; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to tearing plate capable of withstanding 236 lb uplift at joint 1, 333 lb uplift at joint 9,494 lb uplift at joint 10, 494 lb uplift at joint 8 and 236 lb uplift at joint 7. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumberincrease=1.33, Plate Incmase=1.33 Pit metal=1.33 Uniform Loads (pill Vert 14-90,44-90, 1-7-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (ptf) Vert 141=106,1142=59,4-12=106, 413=106,1344=59,7-14=106, 1-7-12 Horz:1 -11 =124,11-12= -77, 412=124, 413=124,13. 14=77, 7- 14=124 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (plf) Vert 14-90,44-30,14-20 4) 2nd unbalanced Regular Lumber Increase=133, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (ptf) Vert: 14-30, 47=- 90,1 -7 =20 Jbb Truss Truss Type • � • Ply • AL STATj BVY4NG 7067 V3 ROOF TRUSS • A : 1 i • • • i i 0018 do o BEST TRUSS CO., MIAMI • • Job • • • FL, BEST TRUSS CO. • • • • 8 4 • Oct 8 Industries, Inc. Thu Mar 22 08:47:08 2007 Page 1 • • • 2-" 3x4 M1120= 4x-0 i 2-0 0 • 2 • • • • • • • ; : . • Scale =1:6. 2 • • • •• • • • • ••• ••• • • 3.60F12 • • do 00 000 • • • • • • • • • • • • • • 1 • • • • • • • I 4-0-0 Plate Offsets :0 -2-0 Ed e LOADING (pall SPACING 2 -0-0 CSI DEFL in (loc) Well L1d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Ve rt(LL) Na Na 888 M1120 2481180 TCDL 15.0 Pit Metal Increase 1.33 BC 0.00 Vert(TL) Na - Na 888 BCLL 0.0 Lumley Increase ES WB 0.00 Horz(TL) 0.00 3 Na Na BCDL 10.0 Cod FBC Incr YES (Matrix) Weight: 6 lb Code FBC2001 /ANSI85 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/stw) 1=8714.0.0, 2=1331".O, 3=8714-0-0 Max Uptift1 =131(load case 2), 2=- 216(toad case 2), 3=-131 goad case 2) FORCES (lb) - Maximum CompressionfMaximum Tension TOP CHORD 1-2-16f43,2-3-16f43 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3- second gust); h=1 Oft; TCDL=B.Opsfi BCDL=S.Opsf, Category 11; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 1, 216 lb uplift at joint 2 and 131 lb uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. e) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=143, Plate Incroase=1.33 Pit metal=1.33 Uniform Loads (pill Ver 1 -2=- 80,2-3= -80 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (plf) Vert: 1- 2=182, 2 -3=182 Hone 1-2-180,2-3=180 3) tat unbalanced Regular. Lumber Increase=1.33, Plate Incmase=1.33 PIL matal=1.33 Uniform Loads (pit) Vert: 1- 2=-80, 2-3=30 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pill Vert 1-2-30,24-90 i Job Tnres Tnme Type Qty Py AFL sr A1 B(+I(�NG 7067 w ROOF TRUSS i • 1• : : • i • • • i : 0020 • •�• Jab RefeMhce onai BEST TRUSS CO., MAIM, FL, BEST TRUSS CO. • ♦ • • 8.l00 E Oct 9 k Industries, Inc. Thu Mar 22 08:47:08 2007 Page 1 4-0-0 g d 0 i • 40-0 :•: + +• • •�• • +• • i i • Scale 1:1Z • • • • i•• ••• • • 3x4 M1120= • 0 00 000 3.50 12 2 •• i i i i i i• •• • • • • • • • • ••• •• • • • • 3 1 2x4 M1120. = 2x4 MI120= 8-0-0 Plate Offsets :0-2-0 Ed e LOADING SPACING 2 -0-0 CSl DEFL in goo) Well Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) n1a - n/a 999 M1120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.23 Vert(TL) Ma - n/a 999 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.01 3 We We BCDL 10.0 Rep Stress Incr YES (Matrix) Weight: 21 lb Code FBC20011ANSI95 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or S-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -7-9 oc bracing. REACTIONS (Ib /size) 1=328184-0, 3=32818 -0-0 Max Uplift1=- 381(load case 2), 3=-391poad case 2) FORCES (lb) - Maximum CompresslonlMaximum Tension TOP CHORD 1-2—M/789,24=15091769 BOT CHORD 1- 3=4821460 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;148mph (343econd gust); WWI; TCDL=9.0psf; BCDL=S.Opsf, Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at Joint 1 and 391 lb upim at Joint 3. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASES) 1) Regular. Lumber Increase=113, Plate Increase=123 Pit metalal.33 Uniform Loads (pit) Vert 1- 2=- 80,2 -3= -80,1 -3=-20 2) C-C Wind: Lumber Increase=133, Plate Increase-1.33 Pit metai=1.33 Uniform Loads (pit) Vert: 1-2=143, 2- 3=143,1 -3=-12 Hors 1-2-161,2-3=161 3) let unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metai=1.33 Uniform Loads (plf) Vert 1 -2=90, 2- 3=-30,1 -3=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increaso=1.33 Pit metal=1.33 Uniform Loads (pif) Vert: 1- 2=-30, 24=40,1 -3=-20 S X!I S ,..£'`C ,.4� v'. . t- Y. °- •a*'=- �.Cs°. `- '... - .K- .v.. ..z.. .- H 'Y,v ...>._ aa.2 ";'V_t�. .- .. � k9: ?.- _ _ _ _ HIB -91 Summary Sheet .•• ••• • • • 0. COMMENTARY and RECOMMENDATIONS for • :•:: ' • HANDLING, INSTALLING & BRACING METAL '• • T 583 D-o ntrfo ofdo C INSTITUTE 583 Qr., Suite 20Q PLATE CONNECTED WOOD TRUSSESO Madison, Wisconsin 53719 (WO) 833 -5900 It Is the responsibIN& of the Installer (bupder, building contractor, licensed personnel inthewoodtrussindustry, butmust, duetothenatureofresponsibilities contractor erector or erection contractor) to Properly receive, unload, store, involved, be presented as a guide forthe use of a qualified building designer or handle Install and brace metal plate connected wood trusses to protect life and Installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility Properly, The Installer must exercise the same high degree of safety awareness as for damages arising fromthe use, application or reliance on the recommendations with any other structural material. TPI does not intend these recommendations to and Information contained herein by building designers, installers, andothers. be interpreted as superiortotheprojectArchit ectsorEngineer'sdesignspecification Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or for handling, installing and bracing wood trussesfor a particular roof orfloor. These any part thereof must not be reproduced in any form without written permission recommendations are based upon the collective experience of leading technical of the publisher. Printed in the United States of America. k a : TRUSS STORAGE: Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced to prevent toppling or tipping. _ < 5 � y �/.�.y sue. k ,2 �,,y' pr�.f ,y .. 'lx. a��'� fix`✓ ,�r{y� ` ��j 'a � ,: ��w -'�`^d�46 Y° �F�Ms r _ ro� Frame 1 ;� .� '. � ' F 3 .& �" -::_ • *< �rF , S ,�, k 4 it 1 x � n q ' 3. r .0 s _. W tNQ. ;y■ ry ■r �i /y{ ,�y .� ■y a7 > t�� C � � t6 �� ,, D nit l sllr� te�l'ru�� a ti- - - ,� i��•� "�F,r?IK9rxi�k`.�` �.. t s - fr :. - �` _...�� a .�- � #�' � z : r P`'^ r' MECHANICAL Ao= • • • r ; • ' P Tag Approximately Approximately Tag Une '/s tru 'la "trues length truspIgngtr Line • • •• Truss spans lose t4& 30'!: a • : U view should be connected to ' • • • • Uu s gap chord with a closed -loop � Spreader Bar materials such as SpreaderBar slings, chains, cables, nylon strapping, 10 Toe In Toe In etc. of sufficient strength to carry the �---- 1 weight of the truss. Each truss should be set in proper position per the building ` f/ designer's framing plan and held with Approximately the 111ting device until the ends of the E Approximately_ 1 /2 to fi truss length truss are securely fastened and tempo- 'Ys to 3 /, truss length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Une Ta Line Strongbackt Spreader Bar SpreaderBar Toe In Toe In �- At or above mid -height r Approximat Approximately w 1 /2 to �Ys truss len h /3 to 3 /, truss length Less than or equal to 60' Lie Lie Greater than 60' WWI b S '- �. *. ' W -;41W r �q i�Rio GROUND BRACING: BUILDING INTERIOR 1GROUND BRACING: BUILDING EXTERIOR G!39, Top Chord-! Ty pical Plan End WaR -� \ i Blocking Ground brace _ vertical (GOO To Chord GBV '� �' ! " Ground Brace J `''z ✓ Verticals (GSV) Ground brats i —-- 1st Qrussof tree d �� ding-aft (000 group of truesesi� � r ,� Ground brats rnt braes (M-, / vwucai (G I We nd 1 of bra Ground brace i�G ), ` 3�oup of true" lateral (LBO) Ground brace End (EB) diagonals (GB / Note: 2nd fboi system shag ham cap"* to support // F i \ braces, / r 1 Backup \� float ground stake f Driven 9 TYtborizwrtabtiememberargh ground stakes L multiple stakes (HT) N1 sj. 1h� Frame 2 • ••• * • •• • • • ' ! : TOP CHORD • • ; ; . TOP CHORD DIAGONAL BRACE 12 4 or g �� MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) r# trusses s • ••• ' •' Uo to 32' • • • 4 • 20 15 Z ; Oves 31'- 4$ 4/12 • ' 6' 10 7 • • C 0 48' =6Di i4142 • • 5' 6 4 / Over 60' See a registered professional engineer OF - Do tas Q; Larch SP - Southern Pine • • • • • Hf t jiebr- r• SPF - Spruce-Pine -Fir s o • ••• i i ••• a i•• at P Continuous To Chord All lateral braces Lateral Brace —r - lapped at least 2 Required trusses. t 0" or Greater Y . Y Attachment Required Topo hords that are laterally braced can buckle topUwand caueo coUapa• itgmo to no diago- nalbracing. Diagonal bracing should benaUad to the underside of the top chord when purlins are attached toth•topeldoof the top chord. PITCHED TRUSS t IF .' TOP CHORD ..: 'MINIMUM .: TOP CHORD. DIAGIONALBRACE 12 PITCH LATERAL BRACE SPACING (DBS'. 8 SPAN DIFFERENCE SPACING(LBS) #trusses # SP DF I SPF HF Uo to 28' 2.5 1 7' 17 12 114 Over 28'- 42' 10 1 6' 8 6 W Over 42 60' 1 3.0 1 5' 5 1 3 Over 60' See _a registered professional engineer OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace —r,� All lateral braces . Required lapped at least 2 \� —�� trusses. z 10" or Greater Attachment Required , , 1 \' \, ry Top chords gut are laterally braced can buckle togetherartdcausecollapseUthere isnodiago- nai bracing. Diagonal bracing should be nailed f rr 5t " d w ti ti to the underside of the top chord when purlins are attached to the topside of the top chord SCISSORS TRUSS Frame 3 —� 4 or greater `. I • • . . •.• : 0 BOTTOM CHORD �/ [-, ' ; • BOTTOM CHORD DIAGONAL BRACE • • • • • s MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) (# trusses] t, •� •' ! • • U to 32' 4/12 15' 20 15 • ' : Over 32'- 48' 4 12 1 15' 10 7 • Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer OF - Douglas Fir -Larch SP - Southern Pine • HF - Hem -Fir SPF - Spruce-Pine-Fir l / � I All lateral braces lapped at least 2 trusses. S Bottom chord diagonal bracing repeated at each end of the building and at some j { spacing as top chord diagonal bracing. BOTTOM CHORD PLANE iy. r Cross bracing repeated 'o at each end of the A ,� _ building and at 20' intervals. . o f- C� � O Permanent continuous - r = lateral bracing as specified by the _ �.-- \, truss engineering. a "sr WEB MEMBER PLANE Frame 4 TOP CHORD 2c4 Continuous ,i�xb'�' - : TOP CHORD DiAGONALBRACE t✓H4RP TES$ ; Top Chord • • • • • Lateral Brace �( Si MINIMUM LATERAL BRACE SPACING (DBs) Required SPAN DEPTH SPACING(LB r# truss as] Topchordethatarelateragy braced can buckle S P/ D F S P F/ H F togetherandcausecoilapeeiiti watenodiaya • 10' or Greater IN . Up to 32' 30° 8' 16 1 net bdsoing ►6fagonalbftcinq &ldbe4dfe�t Over 32' - 48' 42" 6' 6 4 arm t. Over at the �top d ch1 ' • Over 48' - 60' 48" 5' 4 1 2 • • • • • • • s • Over 60' See a registered professional engineer ' Attachment DF - Douglas Fir-Larch SP - Southern Pine • Required I LA HF - Hem -Fir SPF - Spruce -Pine -Flr •" i • • *' • • by app 1H# or greater The ends diagonal brace for car►titevered End diagonals are trusses must be stability and must be dupiafe4 placed on vertical both ends of the truss system. webs in line withss . the Support. z 'u �' Vp �"#.� y ` •P''.. -d v- R:.«'�' -..� �`m^`i w .:.a`"` Y : s y,� �t _ e 4x2 PARALLEL CHORD TRUSS:TOP CHORD- Continuous Top Chord —� Topchordsthatareiateraw braced ambuckb Lateral Brace togettmandoaus•collep"ift moia 6dbW Required nalbraoing. Diagonal bracing should benailed to the understde of the top chord when purhine 10 or Greater are attached to the topside of the top chord i Attachment ; 1y Required —� fs 3o* (013 1y r ssegse`s 022 �.,. � �- 3 , t Trusses musthavelum- ber oriented in the hori- �AtFtater�E zontal direction to use draceeriapped t this brace spacing. End diagonals are esiiti[iY rt ' ' stability and must be duplicated oil both ends of the truss system. A , Frame 5 • * •• • ••• • • 12 • • • •• • �3or TOP CHORD- ililA�•q•NABR4CE \ greater MINIMUM LATERAL 3 CE 1PACM(IM84) • 8 SPAN PITCH SPACING(LBS) [# trusses] S DF S F HF i U to 24' 3/12 8 • • • 7• 1 • • • • \\� \ \ / Over 24' - 42' 3/12 1 q' • • . 10 •6 • • • ` \ \ / Over 42' - 54' 3/12 1 40 • • \. \�� \,\ \ Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine • • o• \ `�\ \ ` . \\ �< HF -Hem =Fir SPF - SpAdtV- Pirie-Fir• • • l 41 \ \ 1 All lateral braces lapped at least 2 trusses. Diagonal brace also required on \ r end verticals. \ Continuous Top Chord �I \ \ Lateral Brace — \, r Required ` Top chords that are laterally braced can buckle togetherand cause collapse If there lsnodiago- 10" O Greater nalbracing. Diagonal bracing shouldbenaited to the underside of the top chord when purling ? a a - , are attached to the topside of the top chord1 Attachment } MONO TRUSS J Required :.. ..k� ;r ��R„ ..<�� . . -. -.: s, s• _.rs .r r'!�'> -w .� . �- ^,7;rs�-� �... T. 3"�i,[;`s �.. ?�� - � �t. c � �' �' • INSTALLATION TOLERANCES Bow Length Lon) i PLUMB Don) D /50 D(ft) 12" 1/4" 1' Lesser of 24" 12" 2' ±'fi 1.1200 or r 36" 3/4" 3' 48" 1 " 4' 60" 1-1 5' L(in) L(in) I 72" 1 -1 2" 6' i 84" 1-3/4" 7' i 96" 2" 8' Truss 108" 7' 9' 1 Depth '/4r V200 of l V200 or 2' l Lesser of D/50 or 2" L(in) L/200 L(ft) Lon) Q200 L(ft) Maximum Plumb 50" 14" 4.2' 200" 1" 16.7' Misplacement Line 00 1/2' 80 250" 1 -1/4" 20.8' 150 3/4 - ' 12.5' 300" 1-1 25.0' OUT-OF-PLUMS INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. DANGEIh Adel Itw clturrlstal tea `shout# 1KARNINC�: D not cut trusses a colnstruta�» t�ac�s of snyt descrtptlan ire placed ?. on unbracecJ trusses x� Frame 6 • ••• • •• • • • M 1 A M 10ADE • • • • :.. ; . •MIAR'! i -DfUDE COUNTY, FLORIDA _ • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 %• EST GIAR STREET, SUITE 1603 PRODUCT CONTROL DIVISION • • ' ' • FLORIDA 33130-1563 • • ; • ; ; : : :+;1375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) • •' • • • ' ' •" • • Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. DCPRC reserves the right to revoke this acceptance, if it a determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LUS, HUS, HHUS, HGUS, HGUQ, SUI./R, HSUUR, THASLlR & THA. APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with no revisions, prepared by Simpson Strong -Tie Co., Inc. signed and scaled by J. M. Gilstrap, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA) number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and "owing statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 00- 0512.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02 -0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 . Page 1 or 1 � �o a M b • s b 4 s a b • . „ b o 5 8 =2 %s„ (3 for 8 -1314„ $ =2 .. 1 THASI-218 -2) MIN. (4) 1 Od NAILS INTO HFJ10£R HEADER HEADER TOP OF HEADER JOIST � o SQUARE /i CUT JOIST d / 45• JOIST PLAN VIEW OF SUL /R & HSUL /R THASLIR INSTALLATION SKEWED HANGERS INSTALLA 77ON MODEL NO. GAUGE FA ALLOWABLE LOADS HEADER JOIST UPLIFT 133 Ft f SUL 26 16 6 -16d 6 -10dX1 1/2 665 665 HSUL/R26 —t' 14 12 -16d 4- •1$dX% 1/2 585 1315 THASL/R218 18 18 -10d 4 — lOdX1 1/2 — 1250 THASt/R2f8 -2' 1 18 18 —fOd' 4 —fOdX1 1/2 — 810 1. A minimum of (4)10d Nails must be nailed into the top of the header 2. .foist may be square cut or bevel cut 3. Allowable load is based on a minimum of 2" thick header 4. Allowable load Is based on a minimum of 2' thick joist 5. Joists shall be made of lumber with a SGm0.55 or better SIMPSON STRONG — TIE IN 1720 C0t1CH DR. MCKINNEY, TX 75069 TEL:-(800)999-50 6 DW DC2301 3j 1 '� Cote: 6/02 Scale: NTS . Dwg by. DSB I Chk by. JMG Sheet 4. of 5. MAXIMUM ovo" :.:. • ...6 • 0 .. ... '��; • • • • . . .. u = 1 0 H aTt3+f1 LEDGER BOLTED TO T+E TIE BEAM MY BLOB) (WW 9g OMITTILO FM OVERHAND WITHOUT RETL= OVERHANG WITH RETURN GRADE OF 18 ?SF SOFFIT 2 PSF SOFFIT LIFER 2X4 2XB 2X4 2lQ6 NO2M 19 SP 2-9-3 3-18-11 2 - ia-3 4 - " Na2 19 SP 2-9-15 4 -9-11 4 -4-11 Na2D 19 SP 34-2 4-4-7 3-0'0 4-9-12 ftse 19 SP 3-9-2 4-5-8 3-0.0 4 - 8•11 Nai 19 SP 3-1-11 4-7 -I5 3-" 4-9-rb Norio 19 SP 3-3-0 4-9-19 3-1•E •4•t0.15 ww 19 Sr 31-4 5-0.0 Ss 19 SP 3 3 !1•'R• g. h•to�t5 OSS 19 SP 3"3•0 5 A-.CIEl 1. DESIGN CHECKED POR 144 NPN ~ LQ*& 81 H 099.. 8E • 33 1. 1L ► r. T.C. 2x1 N•.2 OW TOP 30 16 COOE2001 , 200/ 2x1 Nat WSP o t EMDEM C0Id'� 45�; 2x4 Na3 SW : 2P a.C. o nsulting Engineer CiriirStruetural 30 N.W. 87 Avenue, #C -101 STRUCTURES USA, INC. Miami, FL 33172 Phone: (305) 667 -6797 (Fbr(da P.E. 21522) (3089) 7404 MI" APPRMW FM SMUCTUMN US& Luc. -wa SNOW s SUPKr Mu, MW Of =UM Fif• N.me: Qx.iN�a � 2i•09•xk Y ' Or CORNER JACK • • • • • . • • • • • • • .. .• •• COMMON JACK . • • • • • • • • • • (TYP.) • • 0 00 00 •• • U r-0" JACKS TOP CORD CONNECTION: Corner Jacks - USP - RT3 PARTIAL ROOF LAYOUT T-0" JACKS - USP - RT3 64" JACKS - USP - RT3 DE SIGN LOAM. (ACCORDING TO NATIONAL DESIGN SPEC.) 3W' JACKS - USP -RT3 FOR GROUP 8 SPECIES (S .Y.P.): 8d COMMON NAILS = 78 b. (Show) 1'-0" JACKS - USP - RT3 2 tai COMMON NAILS = 94 b. ( Shaw) 12 HANGERS DESIGN L Min. P = 1.4 (ACCORDING TO MIAMI -DADS B 1 IUMNG CODE COMPLIANCE OFFICE I PRODUCT Max. P = 6.5 CAROL DIVISION): RT3 HURRICANE CLIP = 365 b. (UIM 133%) W(8) Sd x 1 -1 NOA No. 02 -0128.05 CLPBF BUTTERFLY HANGER - 815 b. (Doswirmd) wt (15) 6d NOA No. 01- 1015.02 H0426 =1.890 b. (UpM 133% & Dotard) wt (27) 18d NOA No. 00- 1227.01 2 x 6 STD. HEEL MT. MAX. — �3 x 3 1 MAXIMM ALLOWABLE IN JACK SIZE 1 BOTTOM CORD CONNECTION: 2 Co W5 9ack Ib 9 -0* UPLIFT 385 UPLIFT (133 %) b 385 b 365 b 365 b 385 b Comer Jacks - USPsi wI pN 2!. ` ROOF (125 %) 365 b W5 W50) 365 b 365 b 365 b 3 0^ Max T-0" JACKS - U - CLPBF B.. 'mss -'� k -0° .L 5'-W JACKS - (2) 8d NAILS uPUFT (133%) t.� r� ;' 2W w T -0" JACKS - (2) 8d NAILS ROOF (,a5%> 2 ��a y . � u' �� m 1' -0" JACKS - (2) 8d NAILS COMMON JACKS . NOTE: a t. THIS DESIGN HAS BEEN CHECKED FOR 148 MPH VOW LOAD. V& ILL HT. 10 FT MAX. ^ �. PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS b ) STRESS 093WASE = 3396 + i "iw MIN E F L (PSF) _L D FLORIDA BUILDING T.C. 2 x 4 No. 2 19 SP L is CODE 2001 B.C. 2 x 4 N0. 2 19 SP 0 10 Webs 2 x 4 Na. 3 19 P : 24' O.C. �yEMS�aATO g CONM�S. ME. STRUCTURES USA, 11110. 1C1 on30itN,WE87 +Ave e 101ur�►t Miami, FL 33 Phone: (305 687 -8797 (SO�'i) 74o— �SlST7 (Florida R. 21822) -we a soma rut NM or slam eao�a rais- Foe Name: Hanger Cab Jwk Naps - Stan MIW (Aug 01 -04)jb Beet Jack Nags .... . . .... STANDARD ROOF VAL LEY.- DET•ArIL : 0 0 **. ;: • ,• 0 . : ' 4x4 <t9P) : &6 "to (a SiLrpaiffnmm 71e1SSES strop 0 48" O.C. AL see note (Cl • below • ... �x ... . ..... i �• i s ��" i • a. & 'L 5x6 �� (tom) • Us so. (tYp) Supporting trusses at 2 "1 of max • � .. w NO3�S: VAUZY 1R4t5 5 - (a) Provide 'continuous bracing on verticals VAUXr AM' aver 6• -3*. Connect bracing to verticals W/2-8d naffs and bracing must be tied to o fixed point at each end, (b) Max. spacin for vertical st 8' —W PARTIAL ROOF LAYOUT On truces with spans over 24'1 the verities! should be spaced- at 6'-0" o.c. max• (c) Canm for wind uplift w/ mhu 1 1/4 - , 18 gm twist .strap at W -0" Intervals W/J' 10d nails each aide of strop. 12 Max ©4 to 7 wall height. mph wind. speed. 15 mwr height. Supporting Truss Vey trusses at 2' —fl" cc. max. JIB NW Aaaft m beaiaaM "bdowva4iley 6" wedge nol&"W to truss w/2 -8d toe nolls . , I PaMiftcpofthir • sores to aoos�eat to tam or bevel cut bottom chard of valley truss. bdowr. I-O E90NCHECKEOMR 146MPH OCCOWING ToNAITIOMMIGNWEC) REMBERTO CONTRERAS, P.E. WIND UMD. FMWWWISMONS(LY.Pa. Consulting En%.QN ;e1 Qjv" /Structura 2 sllwss NK2ffiI►8H . 1r,, aid COMM wins - 76 b. Woo p ••, .¢� r 1sdCOMMON NU- 04rb.(Shoo 30 N . W . � ►� i .h..�t• �,t1� irn _lam D KJORID l9uLDIt1C3 T.C. 2 x 4 No. 2 1a 3P TOP 1s coos 2ao1 B.C. 2x4 No.2 19 SP somas s t o 2z4 Ni 188P 8PACppt 24'0.C. STRUCTURES USA, INC.` r;t car , (Z") 740-0077 REMB RTO GdNtf`iERAS; P E. - w.OSSm a 69MY ML PUND of sT,� ,QOlapler,,,�r Consult TAIW INC. FD. NOm sw raoory e.r Di ir4iii►2aay a FL 33172 s>ei SW rao VdW Miami, Phone: (305) 667 -6797 NOV 3 0 2004 (Fonda P.E. 21522) • STAN®ARb LATERAL,. W..9s#2AC N6 ?BUSSES O 24" O.C. TYP. . ... •..'. �' • • • •• • • • x# Or 2x3 LATERAL BRACE • NA 'TRUSS DESIGN VA7H 2 -10d NAILS PER WEB FOR FORGES UP lg 4600 IbL FORCES IN •. ; ; . •.:'. VEX%ft OF 4600 lbs. REQUIRES :. *2x6 v OR BETTER. 00 0 NOTE. PROVIDE X BRACING AT 20' -0 INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' - 0" FOR FORCE GREATER THAN 2309 lbs. ENO OF BRACING MEM. ROD POINT OR X- �► As N O Eo LATERAL BRACING D ETAI L ON THIS mm_ ALT. LATERAL BRACING DETAIL �, TRUSSES o 2 ,C P N a 0.c. Tw. • m_ s oa W Tttas T- BRACT= OME NtAOE AS WEB 0.0. -BIfC1 81111 . Al NOTE. of BRACE BE -90X LENGTH 1x4 4 W THIS DETAL IS TO BE USED AS AN 2x6 4 a FOR CONTINUOUS LATERAL 2x8 2x8 . DESION LOADS FORG S NATKWL O� T BpEC.I �t s �s.r.Pr odOOMMONN U- w�a Red WMMM NAU a 107 w. i UNNUM GRAM .Q REFER PARATE _� E Y t vvh• vft T STRUC'TIJRES USA, INC. ov T&Www .,.�... .� -=" S, P.E. Dow" a��r �. Cons l n �t;i crSR UK arc. Fft Nwm sod L"W vie &Mft tNw 2".* WOOL RdLMWW Web &** Miami, FL 33172 Phone: (305) 667 -6797 (F!orida P E. 21522) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • MU M4 O&UNTY BUILDING DEPARTMENT 11805 SW 26 Street D •' • •' • i ML4MI, FLORIDA 33175 JAN 4 . 1 1 Li • • • • • • • • • • • • 1A bUCL-TO MIAMI NDE COUNTY BUILDING DEPARTME NT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER • • • • - W EWRIDA BUILDING CODE I (We) have been tea c® t e i i pector services under the Flo Bui Ini 3004.at the DD ITIOU � a�3 P 67g l d ect the be w listed structures as of (date). I am a registered architect or professio 1a a tg a li sed in a State of Florida. PROCESS NUMBERS: 0 2-4q ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (84404.6.1.20) (� SPECIAL INSPECTOR FOR TRUSSES > 35FT LONG OR 6FT HIGH 23 .. 09.6. .2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (84404.4.3.1 ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS FBC 1927.12 (84405.9.12) ❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE FBC 1917.2 (84405.12.2) ❑ SPECIAL INSPECTOR FOR Note Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. `Special Inspectors utilizing authorized representatives shall insure the authorized representative is quaked by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering, graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I, (we) will notify Miami -Dade County Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami -Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Architect Name PmIliA A • 604LZ Address f 2-0 0 Nw . L T 4tigned and Seal Date: // /� /0c Phone No. 3 05 O Z 7 8 Z 6 C:\DOCUME-1\WANCHA-1.000\LOCALS—I\Temp\BL-2 Special Inspector(MC) Log.doc Rev. 02!28102 LOCATION SKETCH i SCALE: NTS 0 I D t�b REMAINDE LOT 8 BLK a z ° G - 07 M A R 2 � �� _ 2 a Q B35.I*70• R yas ° •-' w ...r N d _ _ _� qy /�� O s ®moo I F L ff , , s Jridib6 y m �pu A Cp 02 O O �° i °o ca cn . 257 - � v tzf r, O 50 O.1.. t 39.55' 4 49 P i Z i h3 V -V GRADE BEAM F s OUNDATIO N �I a o V \, 29 r± a, N M to - 35 �. N M m 11.15' - os o GRADE BEAM M -y �� „ v 07 `? FOUNDATION "' $ yy 40 `'�-- =� N L r O 10.0 ± °' ts� ° �• QD - " . ' 1 . 1 - 0 U as 0_ 7 tzj N N 9.00' 8.20' ra • • • • C 2 N [V ® 4! • • tr1 67 4 ' - • • •••• ••• C Ul Ln .V r 5 . C -n 3 4-i I+ 10 0' I+ 36.70' 3 I ,`.. P R l ° e {3 w •• :•• • •s • •: ••• CL. • 28.55' o Miami Sl�f�s�IIB •• ••• • :•• O o •• ••� �•� •• • �� A RR® f ®ATE. N • •• •• ••• • 135 .110 ° (R$M) 35.00` NING EPT •• •• • •s ••• G' w . •• •••� • o • • : •••• •r• h, LOT SLK2 4 BL DE ,, . . •••• • � `I I • • SLBJECT�OCOmpUlANCEWTHALL61EkkL ••• • NE 4 AVENUE •.: SCALE: 1` =20' STATE AND COUNTY RULES AND REGULATIONS �= �z O °n o a SURVEY FOR: WILLIAM PACHECO AND VIVIAN PACHECO, 348 N.E. 91ST ST., MIAMI SHORES, FL. 33138. LEGAL DESCRIPTION: LOT 7 AND THE EAST 1 OF LOT 8 BLOCK 2 OF EL PORTAL SUBDIVISION ABBREVIATIONS: ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 SWK= SIDEWALK CBS = CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEMENT, IP =IRON PPE, MIAMI -DADE F= FOUND, A/C -AIR CONDITIONER PAD, P /C= PROPERTY CORNER, DIH= DRILLED HOLE, W/F =MODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB =REBAR OF THE PUBLIC RECORDS COUNTY, FLORIDA UE= UTILITY EASEMENT. CONC= CONCRETE SLAB, RNWRIGHT OF WAY, DE= DRAINAGE EASEMENT: C/L- LINE, O= DIAMTER, TYP= TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT; COMP = COMPUTER, ASH-ASPHALT, NID =NAIL & DISC, S =SET, FEE =FINISH FLOOR ELEVATION, NOT VALID UNLESS EMBOSSED WITH O(S= OFFSET, P/P =POWER POLE OHP= OVERHEAD POWERLINE, WM= WATERMETER SINCE 1987 SURVEY SEAL WOOD FENCE= i HEREBY CERTIFY That the survey represented thereon meets the minimum technical MasoNRYVwLL= ELEVATION BASED ON LOC. # CONCRETE= .•• :•.:• :.• :.•.•t..: • :. :••, .,•.� :..: •:, re quirements BLANCiO SURVEYORS INC. tl . MAINTENANCE &DRAINAGE EASEMENT= M &D.E. CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY adopted by the STATE OF FLORIDA Board of Land °tt Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATUPE Statutes. 555 NORTH SHORE DRIVE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT There are no encroachments, overlaps, easements COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon. (305) 865 -1200 Email: blancosurveyorsinc@yahoo.com Fax: (305) 865 -7810 t VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) ° FLOOD ZONE: SUFFIX: DATE: 7 / 17 / 95 .T BASE: N/A CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING j � : INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED ADIS A- N. NUNEZ PANEL: 0093 COMMUNITY # 120652 INSTRUMENTS, IFANY,AFFECTINGTHISPROPERTY REGISTERED LAND SURVEYOR DATE: SCALE: DWN. BY: JOB No. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE STATE OF FLORIDA #5924 3120107 1" = 20' IF. Bianco o7 -420 Inspection Worksheet Miami Shores Village no 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/11/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Bullding Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM APR 1 2 2007 Inspector Comments Passed Failed Correction Needed b Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, April 10, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL Q Phone: (305)796-2204 Fax: (306)756-8972 ?rtrtE ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... Inspection Date: 04/12/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Floor Trusses Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762-4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342-2503 Buildina DeK)artment Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM APR 12 2007 Inspector Comments Passed FLOOR JOYCES Failed El Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-Inspection fee is paid . Wednesday, April 11, 2007 Page 1 of 2 Inspection Worksheet . . . . . . . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (306)795-2204 Fax: (305)756-8972 1i i1�1 NO ft 2-11 Inspection Date: 04/12/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Roof Trusses Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (306)762-4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (306)342-2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM APR 1 2 2007 V Inspector Comments Passed Failed El Correction Needed Re-inspection Fee ($76) No Additional. Inspections can be scheduled until re-inspection fee is paid Wednesday, April 11, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village g ®48B� 10050 N.E. 2nd Avenue Miami Shores, FL �o $iirRi "v� Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP -29046 Permit Number. RC-10-06 -24961 Inspection Date: 04/30/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Window and Door Buck Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAY 0 1 2007 U6 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Pagel of 2 Inspection Worksheet ee� Miami Shores Village �ac g� it eoM 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS Permit Number: IBC -'! 04 -24N Inspection Date: 04/30/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING C O Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAY 0 1 2007 I II T Inspector Comments Passed rV1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Page 2 of 2 ® y' Inspection Worksheet 1 -= Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL `F "TES tN 4U 0 t Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Numt >er: INS - 29060 Permit Number: RC -10-06 -249 Inspection Date: 05/0712007 Permit Type: Residential Construction Inspector: Inspector, Default Inspection Type: Insulation Owner: PACHECO, WILLIAM Work Classification Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM Mai o � Zoos Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 3, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/14/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING $ REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM J, Inspector Comments Passed 0 ff Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 10, 2007 Page 1 of 2 un p Miami Shores Village Building Department 10050 N.E. Z " Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 To: Iqbal Shaikh, P.E. Sr. Building Code Specialist Building Code Compliance Office 140 West Flagler Street Miami, F133130 From: Claudio Grande CBO Miami Shores Village Building Official/Director 10050 N.E. 2nd Avenue Miami Shores, F133138 RE: 348 N.E. 91" Street, Miami Shores Permit No. RC- 06 -2496 September 21, 2007 In response to your letter dated July 18, 2007 in reference to your review of the plans and calculations for the addition built at the above referenced address, I have meet in various occasions with the Architect, the contractor and the truss manufacturer Engineer in order to resolve the difference in design between the structure and the trusses. It is true that the notes on the plans made reference to the design of the structure to be as per ASCE 7 -98 even though the structural calculations were made according to the current 2004 FBC and ASCE 7 -02. The plans that were submitted by the contractor to the truss manufacturer for the design of the trusses were the plans with the incorrect reference of ASCE 7 -98. Therefore the trusses were designed for ASCE 7 -98. It was an oversight of the reviewer when the plans were approved that the design of the plans did not match the design of the structural calculations, and when the trusses came in for review, they were reviewed against the plans that made reference to ASCE 7 -98. The interior of the addition in question has been completed over 3 months now, and the new roof materials have been installed and completed. Even though there is a difference in the design, the Architect of Record has reviewed all the submittals and has made all the structural inspections including the trusses and has determined that the trusses and its installation comply with the intent of the design prepared by him. Please see enclosed letter by the Architect of Record, Reinaldo Gomez, R.A. I respectfully request for this matter to be resolved at your earliest convenience in order to provide the contractor a final determination of this case and be able to do the final inspections and close the permit. REINALDO A. GOMEZ ARCHITECT PL AR #0013736 August 14, 2007 Attention: Claudio Grande, C.B.O Building Official Director Miami Shores Village RE: Pacheco Addition 348 NE 91 Street Miami Shores, Fl. 33138 Dear Mr. Grande, In reference to the above mention addition to an existing residence in the municipality of Miami Shores Village, I submit the following comments. It was brought to my attention recently by your office of a discrepancy that exist in the construction documents submitted and approved by the city over a year ago. The inconsistency relates to the reference of ASCE7 -98 and ASCE7 -02. The structural calculations and the construction documents design of the addition are per and in compliance with ASCE7 -02 and FBC 04. The conflicting reference is a typographical error and did not dictate the design. The truss shop drawings that again were reviewed and approved by the city carry the incorrect reference. These trusses have been installed and reviewed by all parties including county inspectors and their installation has been found acceptable to my knowledge. The addition is virtually completed at this moment. I do not know why this issue has come into question so late in the process. However, I as the architect of record do not have any issue with the trusses or its installation in regards to my design intent or the construction documents prepared by myself. Please feel free to call me, if you have any questions. Sincerely, Reinaldo Gomez, R.A. 16208 N.W. 83rd Place Miami Lakes, Florida 33016 Phone 305- 827 -8266 email:rg4email@bellsouth.net MIAM Memorandum • __ Date: July 18, 2007 To: Claudio Grande, CBO Building Official Miami Shores Village 10050 N. E. 2 nd Avenue Miami Shores, Miami, Fl. 33138 From: Igbal Shaikh, P.E. Sr. Building Code Specialst Building Code Compliance Office 140 West Flagler Street, Miami, Fl 33130 Subject: 348 N.E. 91st street, Miami Shores Fl. 33138 Permit No. RC06 -2496 Yesterday, Igbal Shaikh, P.E. of Building Code Compliance Office during his visit to the Miami Shores Building Department, examined the permitted structural and architectural plans of the above mentioned new addition to the Mr. And Mrs. Pacheco's residence located at 348 N.E. 91 Street, Miami Shores Fl. 33138. These plans were given to him by Miami Shores Building Department. Following are his review comments: 1. The drawingswere received by Miami Shores Building Department on 10/05/06 and was permitted under the 2004 Florida Building Code with its 2005 Supplement. The effective standard for minimum design loads for buildings at the time of permitting was ASCE 7 -02. 2. The structural calculations for the addition including the wind loads are according to ASCE 7- 02, however the wood truss shop drawings including their structural calculations were prepared under Florida Building Code 2001 and ASCE 7 -98 as per see the certification on page 1 of the shop drawings by Roberto Contreras, P.E. This is a violation of the 2004 FBC. The calculations and shop drawings must be according to FBC 2004. 3. Please request Mr. Contreras to recalculate the trusses with FBC 2004 loads and verify that the trusses and its components and connections are adequately designed for these loads. CADocuments and Settings\grandec.MSVH\Local Settingffemporary Internet Files \OLK13F\348 NE 91st street Miami Shores.doc Inspection Worksheet Miami Shores Village a � 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/27/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Fill Cells Columns Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor. ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAR 2 8 2001 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 27, 2007 Page 1 of 2 Inspection Worksheet Y ..,.. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL !? Phone: (305)795 -2204 Fax: (305)756 -8972 :.. :......:. : :..:.::::.... :. :...... Inspection Date: 0312712007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)7624087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAR p)e v Inspekor comments Passed 6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 26, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village t x<ad sa»r 10050 N.E. 2nd Avenue Miami Shores, FL fip ",NR Phone: (305)795 -2204 Fax: (305)756 -8972 ....::.:...:.... ..... :: : :... Inspection Date: 03/23/2007 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM 3 � 0 Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, March 22, 2007 Page 1 of 2 i N Yr. "9 - LOCATION SKETCH SCALE: N ?S REMAINDER LOT 8 BLK 8 � o) BAR 2 2 200 _ g� v Q 935.00' (R&M) v7 _� L7 1; o+ — o. ®s o gs @O gi7gg � O a IT 35.00' .� o o �o • O o 'c9 of cn v, 7 y u� a' `° - 25. �4 � � a! 40 .1;. > 39.55' GRADE BEAM — v FOUNDATION +1 u �= 3 rn +1 o -- - - - - -- -- ---- - - - - -- - -------------------- - - - -;- -- - - - - - - - -- - -' -- `� \ \ \\ - ----- -- - 35 W ---- - - - - -- -------- --- - -' - - � N 210 ° o a�i N M m 11.15 ao (0- \ �. -4 $ GRADE BEAM 78- 2 0-- � x 0) a, FOUNDATION 40.4': P m q t t: .. J j j , � O �._ - -'' ` ctiy 9.00 tJ + W �, Miami ShoresVll • • w •• ••• •••• ••• 5. N � 36.70' AP QVW A 28.5x' 1 Oc, 933I0•(R&M) 35.00' •• ••• • •••• ••• D o sU TO �Q Pkt 1M7M ALA. a • • • • • • ire LOT6 BLK2 — . •....• ... t E 4 AVENUE • • SCALE: 1 ` =20' o p o W SURVEY FOR: WILLIAM PACHECO AND VIVIAN PACHECO, 348 N.E. 91ST ST., MIAMI SHORES, N FL. 33138. LEGAL DESCRIPTION: LOT 7 AND THE EAST 1/2 OF LOT 8 BLOCK 2 OF EL PORTAL SUBDIVISION ABBREVIATIONS: ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 SWK= SIDEWALK CBS= CONCRETE BLOCK STRUCTURE, CLF =CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITY EASEM ENT, IP =IRON PIPE, MIAM I-DARE F= FOUND, A/C =AIR CONDITIONER PAD, PIC= PROPERTY CORNER, D/H= DRILLED HOLE, W7F= WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REBAR OF THE PUBLIC RECORDS COUNTY, FLORIDA UE =UTILI Y EASEMENT, CONC = CONCRETE SLAB, R/W - RIGHT OF WAY, DE-DRAINAGE EASEMENT, C/L= CENTER LINE, O= DIAMTER, TYP =TYPICAL, M= MEASURED, R= RECORDED, ENCR = ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, NlD =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, NOT VALID UNLESS EMBOSSED WITH OI S= OFFSET, PIP= POWER POLE, OHP= OVERHEADPOWERLINE,WM =WATER METER SINCE 1887 SURVEYOR'S SEAL M�ASONRYWALL= ELEVATION BASED ON LOC. # i HEREBY CERTIFY That the survey represented CONCRETE= • • . +•: •• :•• : :.• . •:••s .:•• :.:•.: v.n :, thereon meets the minimum technical requirements B L.ANGO SURVEYORS ING. ®, MAINTENANCE& DRAINAGE EASEMENT= M &D.E. CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY adopted by the STATE OF FLORIDA Board of Land SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 Statutes. 555 NORTH SHORE DRIVE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT There are no encroachments, overlaps, easements COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon. (305) 865 -1200 Email: blancosurveyorsincOyahoo.com Fax (305) 865 -7810 VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) ' FLOOD ZONE: X SUFFIX: J DATE: 7/ BASE: N�A CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED A. 'd INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY ADIS N. NUNEZ PANEL: 0093 COMMUNITY # 120652 BEARINGS REGISTERED LAND SURVEYOR DATE: SCALE: DWN. BY: JOB No. WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE STATE OF FLORIDA #5924 3 20 07 1"= 20' F. Blanco 07 - 420 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)7 -8972 Bill To WILLIAM PACHECO Invoice Number: RC -3 -07 -27956 Invoice Date: March 26, 2007 348 91 Street NE MIAMI, FL 33138- Permit Number: RC -10 -06 -2496 Return o Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Types Residential +construct an f Mork clas si ication: Date Fee Name Fee Type Fee Amount 03/26/2007 Scanning Fee Calculated $12.00 03/26/2007 Revision Fee Calculated $35.00 Total Fees Due: $47.00 MAR 2 6 PAID 104 Monday, March 26, 2007 Miami Shores Village -Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. PERMIT APPL _ N MAR 2 2 2007. 4 � , aster Permit No FBC 2004 BY' "-.! ....... Permit Type ircle) Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simp itlehoi t �1+�. o Phone # Owner's Address ` 4 9 VZ e is City H- j:&AA l S ky tC=S State (.. Zip B 3 A Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Mi i -Dade Zip FOLIOI PARCEL # Is Building Historically'Designated YES NO Contractor's Company Name _ A Ll - Z c'�` Phone # Contractor's Address, Q p. k-?) r3 K . SIM City t t /.%t State F C— Zip 3 Qualifier Name C1` A N Sv` Phone # e State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Additi ❑Alters 'on ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review.$ Total Fee Now Due $ See Reverse side - / \L Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address _ r ate, City . , State zip Application is hereby made to obtain a permit to do the work and insaiions as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and than all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF. COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by day of , 20 �, by , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign.. Print: Print: My Commission Expires:. My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) i,' NOTICE OF COMMENCEMENT °R RECORDED 02/28/20�a7 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIH CLERK OF COURT MIAMI - DADE COUNTYr FLORIDA PERMIT NO. TAX FOLIO NO. LAST PAGE 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. w 1. Legal description of property and street/address: I.-Or 7 &It> '7 ie F-AST VZ or - Lv Ar PA6C 101 2. D scription of improvement: 3.Owner(s) name an '� N t t S-t- Nt I Interest in property: ot� Name and address of fee simple titleholder Arm iP5 v- 4. Contractor's name and address: ,9e"ntoDE6,yg, f..a 6. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ . 6. Lender's name and address: 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 person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expirati date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different to s s cified) Signatu o wn -�, Print Owner's N e Y v t l �� ' = C�C7 Prepared by (� I AM l A G 10 �G G') Sworn to and s bscribed before me this L& day of fiftoe:X — , - 20q.. Address: SA 9 I`QF- 915x, Notary Public M t Aµ t -_:slw Zes - R Print Notary's Name My commission exp e= ano es 1112S12U. 123.01 -32 PAGE 8102 �.• , t .j SLATE OF FLOFZIDA, COUNTY OF DADE 1 HERESY CERTIFY that this rs a t N® CO py of the 1 * CLER or/9 bled rn this office o n da y of AB 20 v, WITNESS my ha d and cat seal. 3 e H K, of Ctr un Courts con vrt raysr Oc�`o r� Miami Shores Village Im Building D epartment ®CT 0 5 2006 1005+0 N.E.2nd Ave i� _ -_- Avenue, Miami Shores, Florida Flonda 33138 ®. - - -- Tel: (30 725-2204 Fax: (305) 756.8972 `(. _ - - - - -- - BUILDINGr OC ® � Permit No. 2 �' 1 2 V PERMIT APPLICATION Master Permit N o. FBC 2004 BY-.-- -.. -- Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I L 4,1 pt k ° 7A CW1U,0 Phone 0 ( V 2 +p 8: Owner's Addres t4s et ( S°i" - 4 - 75 S `/p � City r t� l tJ State Zip �3— Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name AU- S'T6 Su i Lo WD eom_ Phone # C3 051 - 54T — Z,50 3 Contractor's Address 0. Z,C City ! ( Arad t State Qualifier Name C A V_ L .� f - 4 , C� t -- 4 5 y 4'9Lr- a Phone # State Certificate or Registration No. 9 D45-1 Certificate of Competency No. Architect/Engineer's Name (if applicable) F 1- � L 1,70 670M7 7- Phone # 305 1 - 73 ° 2 3Z O Value of Work For this Permit$ t O 0. 0 Square / Linear Footage Of Work: I ZOO- 5 FT Type of Work. ;Addition (]Alteration []New ❑ Repair/Replace ❑ Demolition Describe Work: —� 1,� 'wl l+� C ,, x& , � , x , ra ,, x,u,�,�,�F ee s,��r,�,��,�,�,��r Submittal Fee $ •( Permit Fee $ o � �� 'CCF $ ' 108 - CO /CC ISO Notary $ Training/Education Fee $ �, j Technology Fee $ Scanni6g $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ /,� ,. /� Structural Review. $ ` .J Total Fee Now Due $ (I)o co See Reverse side -� Bonding company's Name (if applicable) Bonding Company's Address o City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work'and installations as indicated: I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOL$, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC..... OWNER'S AFFI]PAVPrg Peertrfy tdrd4 -the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING - TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE CORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certfed copy of the recorded notice of commencement must be posted at theJqksite for. the first inspection hick occurs seven (7) days after the building permit is issued In the absence of such posted inspection will not be proved and a reinspec fee will be charged Signature Signature er or Agent Contractor The foregoing instr ume was acknowledged before me this The foregoing instrument was acknowledged before me day of b 2 by Pl�li�i %f[I day of 2fl 07, by �Q Ai who is rsonally own to me or who has produced who personal own to me or who has produced As identification and who did take an o as identification and who di e NOTARY PUBLIC: NOTARY PUIILIC• M Sign ` ' "w MY F, 0 n Sign: Print Print My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 1151 Plans Examiner " (J Zoning (RevLvd 02i0s106) ?8RMIT # CONTRACTOR: d )q- SUBMITTAL DATE: its RESUBMITAL DATES: �� 1 PROJECT TYPE: {� kicks oz, ZONING FIRE ox e 1 0 /1 co STRUCTURAL IMPACT FEES fj ELECTRI AL HRS /DERM. L G 99t MECHANICAL BM , A M i SgoRES y •... allot ca i SLreJ Vi 10050 N.E. SECOND AVE. ORIDp' MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR SEP 2 7 2006 DEVELOPMENT ORDER NO # % n S File Number: PZ06 -0921 - 02 Property Address: 348 NE 91 St. Applicant: William and Vivian Pacheco (Owner) Address: 348 NE 91 St. Miami Shores FL 33138 Whereas, the applicant William and Vivian Pacheco (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Addition. Whereas, a public hearing was held on September 21, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner- consistent with the site plan, drawings, and the conditions' agreed . upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Air conditioning units to be located in a permitted location. 4) Color -Thru tiles to be utilized. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. Page 1 of 2 PZ06 -0921 - 02 , The application with conditions was passed and adopted this 2l st day of September, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes 2 Date l Chairman lanning d Zo ' g Board Page 2 of 2 PZ06 -0921 - 02 { ♦ R�,s ■ nMI" C77Y LOR'�Np'' Miami Shores Village Building Department 10050 N.E. 2n Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -2496 Job Name: Addition for Pacheco Res. October 13, 2006 Page 1 of 3 Building Critique Sheet 1 124 ,, Yrovide Design Wind Load on plans as required by Florida sidential Code 2004 and FBC 1609. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Product Approvals are to be reviewed and approved by the Architect of Record. Address comments from Planning and Zoning and Electrical rev k_— rovide Design Pressures for all new openings on plans as required by FRC 4410.2.3.1.4 Submit permit a li - t mil,I b1t, � , an oofin Contractors Provide a separate 531 � � g g P a cation fo e� , As per Florida ms ng o e 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy �- of the altered structure shall be prepared by a registered are ' ect or engineer and submitted to the building code official, yrn ere more than 30% of the total sum of floor and roof areas of the building are involved in ral alteration" 7. Plans must be submitted -t DE HRS for review.and approval and to Miami -Dade o nty- Planning & Zoning for e2 4ta i R l payment of impact fees. �i - 0 7 a r. Provide Special Inspectors form, signed and sealed by the Engineer performing the Engineered Unit Masonry Inspections. �w ity copy plans are to have all pages with the Architects raised 5 M=gy d. �l Calcs call for exterior walls to have R7.0 insulation, pla call for walls to have R5.0. Correct plans to match Energy es. 11. vide value of construction in permit application. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305- 795 -2204 Permit No. RC 10.06- 2496 Miami Shores Village M Permit i ype: Res ltlBtltl al Construction 10050 N.E. 2nd Avenue r Work C /assiicstiori: Addition Miami Shores, FL 33138 -0000 Pennit Status' APPROVED Phone: (305)795 -2204 fi�:oxtv�° :Issue gate: 317512007 Expiration: 0911112007 Project Address Parcel Number Applicant _ ......... .......__..., _............ ......, ...,........................... ... ....._ . ............................... _............... .. ._.................................................................................. ....... . . ....................... .. .... .. ..._ ........... .._...... 348 NE 91 Street 1132060190230 WILLIAM PACHECO Miami Shores Village, FL Block: Lot: r ., ..:.,. :...M ;; ..., . Owner nformation Address.....__.._. ° °__.__ _.. Phone ...._ Cell WILLIAM PACHECO 348 NE 91 Street (305)762 -4087 (305)244 -4755 MIAMI FL 33138- i Contractor(s) Phone Cell Phone m......._. ALLSTATE BUILDING & REMODELIN( (305)342 -2503 Valuation: $ 1 00 Total Sq Feet: 1200 Approved: Yes Available Inspections: Comments: Inspection Type ype Date Approved: 1011012006: Yes Rake Beam Date Denied: Spot survey Type of Construction: ADDITION Occupancy: Single Family Shutter Attachment Stories: 1 Exterior: NA Footing Front Setback: 25.75 Rear Setback: 29.6 Tie Beam Bond Beam Left Setback: 10.6 Right Setback: 10.95 Window Door Attachment Bathrooms: 3 Window and Door Buck Bedrooms: 3 Framing Plans Submitted: Yes Certificate Status: Termite Letter Certificate Date: Additional Info: Fill cells columns Bond Return : Classification: Residential Roof Sheathing Roof Trusses Fees Due Amount Total Amt Paid Amt Due Wire Lathe Bond Type - Contractors Bond $300.00 _ ....................... ....._....._° Stem Wall Footer CCF $108.00 $ 0.00 $ 0.00 $0.00 CO /CC Fee $150.00 Shutter Final DBPR Surcharge $6.00 Payment Type: Second Floor Tie Bond Beam Education Surcharge $36.00 Floor Trusses Notary Fee $5.00 Final Building Permit Fee - Additions /Alterations $5,400.00 Trusses Plan Submittal Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $60.00 Final PE Certification Scanning Fee $63.00 Wall Sheathing Submittal Fee ($250.00) Second Floor Slab Technology Fee $135.00 Special Inspection Letter Total: $6,063.00 1 6 I Insulation 6 � Drywall Screw Slab In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated March 15, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, March 15, 2007 1 ®$� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Fo�A Phone: (305)795 -2204 Fax: (305)756 -8972 hspe� NtlrtOr. 1NP�2'�2 Ferris Nttrier: -'t Q5�2��6 t. Inspection Date: 03/19/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: PACHECO, WILLIAM Work Classification: Addition Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALLSTATE BUILDING & REMODELING CO Phone: (305)342 -2503 Building Department Comments ADDTION OF FAMILY ROOM. KTCHEN MASTER BEDROOM AND MASTER BATHROOM MAR 2 0 200 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Page 2of2 Friday, March 16, 2007 • s o ' 0.0 LOCATION SKETCH SCALE• NTS • • • : • • • REMAINDER LOT 8 BLK 8 z z I ! • • • • • • • • T • • • • • • • • • • • • • o i ••• Z • • • • • O ... • . • • • • . • • • • 43600' (R� ;;, _ _ i A po •• • • • •• ••• •• 9 • • • • • • • • UI • gyp• • • • • • o • • •. • • • • • • • - - 25.75' <a n �_ • ' �' • WQ •• • • • • • ••• •• 39.55 7 Conc. x --I $ :3 7 - - - -- -------------- ---------- - - - - -- -- -- -- - - - - --- - O 5' rn _ o \ 3 y a Mm 20.00' ao g 4 15.20' v w -. n Tile Conc. z r0 'tr�i >y - I 9.00' 0 8.20' j p. co co o M E, 1 � 7C r C2 0.45.! 36.70' . ; co CL C-b 28.55' Y A . NN Q (11 N 43600' {R&A9j w 6 ' - 35.00' op *° OCT ®� L LOT 6 BLK 2 0 o Y� NE 4 A VENUE 2- SCALE: 1 - 20' OP C) III �^a CERTIFIED TO: WILLIAM PACHECO AND VIVIAN PACHECO, 348 N.E. 91ST ST.,. MIAMI SHORES, THIS 11hud BE 0,N FL. 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEY'S TITLE INSURANCE FUND, INC., GREENPOINT MORTGAGE FUNDING, INC., ITS SUCCESSORS AND /OR ASSIGNS, ATIMA. Aff r7m 7 JOB AT IiAE OF LEGAL DESCRIPTION: LOT 7 AND THE EAST 1/2 OF LOT 8 BLOCK 2 IN OF EL PORTAL SUBDIVISION Al ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 101 SW(= SIDEMLKCBS= CONCRETE BLOCK STRUCTURE, CLF= CHAIN LINK FENCE, PL= PROPERTY LINE, DUE = DRAINAGE UTILITYEASEM ENT, IP =IRON PIPE OF THE PUBLIC RECORDS MIAMI —DADE (JAUNTY FLORIDA F= FOUND, A/C =AIR CONDITIONER PAD, P/C -PROPERTY CORNER, D/H= DRILLED HOLE, VWF =WOODEN FENCE, RES= RESIDENCE, CL- CLEAR, RB= REW,., UE= UTILITY EASEMENT. CONC = CONCRETE SLAB, RNV=RIGHT OF VAY, DE= DRAINAGE EASEMENT, C/L= CENTER LINE, 0= DIAMTER, TYP=TYPICAI, M= MEASURED, R= RECORDED, ENCR =ENCROACHMENT, COMP = COMPUTER, ASH = ASPHALT, NID =NAIL & DISC, S =SET, FEE = FINISH FLOOR ELEVATION, NOT VALID UNLESS EMBOSSED WITH OIS= OFFSET, P/ P= POVVER POLE, OHP= OVERHEADPQVWRLINE ,VIM= V%ATERMETER SINCE 1987 SURVEYOR'S SEAL WOOD FENCE= I HEREBY CERTIFY That the survey represented CONCRETE= ELEVATION BASED ON LOC. # thereon meets the minimum technical requirements B LANGO SURVEYORS ING. ' AL CONCRETE= • • s . :• :•.: •:.•,,., •• :.� •e .:••� •:.•: v CBM# ELV. adopted b the STATE OF FLORIDA Board of Land MAINTENANCE& DRAINAGE EASEMENT =M &D.E. TYPE OF SURVEY: BOUNDARY SURVEY p y W -�-- r. Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059 SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE Statutes. 555 NORTH SHORE DRIVE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT There are no encroachments, overlaps, easements COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5; appearing on the platorvisible easements other than MIAMI BEACH, FL 33141 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC as shown hereon. (305) 865 -1200 Fax: (305) 865 -7810 VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL REVISED: RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9 �` FLOOD ZONE: SUFFIX: DATE: BASE: CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BU AND ZONINq. A A X J 7/17/95 N/A INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED ADIS N. NJ PANEL: 0093 COMMUNITY # 120652 INSTRUMENTS, IF ANY, AFFECTING THIS PRQPERTY REGISTERED LAND SURVEYOR DATE: SCALE: DWN. BY: JOB No. BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE STATE OF FLORIDA #5924 3423105 1" = 20' F. Bianco 05- 647 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To ELIZABETH ELOSGE Invoice Number: RC -10 -06 -26340 348 NE 91 ST Invoice Date: October 06, 2006 MIAMI SHORES, FL 33138 -3130 Permit Number: RC -10 -06 -2496 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 ::::::::................. ............................... ............... Date Fee Name Fee Type Fee Amount 10/06/2006 Submittal Fee Calculated ($250.00) Total Fees Due: ($250.00) Friday, October 6, 2006 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 - - Permit -No. ,a C,0 Job Name - 171 AE�c I&— ELECTRICAL CRITIQUE SHEET ,c tee " 4d e eAd sea x $ 10l Aoolz ��,i Z Po LLr /'S' Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: RC06 -2496 Applicant: William Pacheco Job Address: 348 NE 91 St. Date Comments Initials October 5, 2006 Must locate air conditioning units in conformance with code. 10050 NE 2 °d Avenue Tel: (305) 795 -2207 Miami Shores, Florida 33138. Fax: (305) 756 -8972 (Y)5q - L l z lc)� AML Res � .S.. Rl o i ° Shores Village u' ng Department 10050 N.E. 2° Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 =1 Y Permit No: RC- 062496 Job Name: Addition for Pacheco Res. October 13, 2006 Page 1 of 3 Building Critique Sheet 1 1 04 �11 - __frovide Design Wind Load on plans as required by Florida sidential Code 2004 and FBC 1609. . Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. Product Approvals are to be reviewed and approved by the Architect of Record. i. Address comments from Planning and Zoning and Electrical c kk ** reviewer. � a rovide Design Pressures for all new openings on plans as required by FRC 4410.2.3.1.4 P qw- F 5. Submit permit applications from the Electrical, Mechanical -.0ow Plumbing, and Roofing Contra tors. Provide a separate apocation for Demolition. As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where -more than 30 of the total sum of floor and roof areas of the building are involved in structural alteration" 7. Plans must be submitted to DERM, B R.S for review and °s approval and to Miami -Dade County Planning & Zoning for payment of impact fees. ice 0 7 Inspection Worksheet Miami Shores Village aM M &_ 14 � 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 6 ; <.„ r . R ; 7 w Inspection Date: 0510212007 Permit Type: Mechanical Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALFRESCO AIR INC Building Department Comments addition of family room kitchen and master bedroom and bathroom central a/c MAY 0 S 2007 Inspector Comments Passed K& Failed El Correction Needed � Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, May 2, 2007 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: MC- 3- 07-432 Owner Address: Invoice Number: MC -3 -07 -27857 348 91 Street NE Applicant: WILLIAM PACHECO MIAMI, FL 33138 - Company Name: Job Address: 348 91 Street NE Miami Shores Village, FL Date Payment Type Check Number Amount Change Wednesday, May 2, 2007 05102/2007 Check 4476 $258.13 $0.00 Total Payment: $258.13 Page 1 of 1 :: :.:::' � ' •G:: ::.: ' :. ................ ............................... . r ti ti:::::::::: �::::•'::• .:::::::::::::::::::::::: i':::::::::::::::: �. 1.•:':.•.?•::::::::::< ::::,::•'•••••:: :'::'•::'•:-::: :::::::::!:.... �< .. Miami Shores Village •::'•1' Y.. .::::::: « <. ::.::: r F ti 1 f ::: >-:��:�� 0050 N.E. 2nd Avenue . :.. > ... { a >. Miami Shores FL 33138 -0000 s r> Ow Phone: 305 795- 2204 . .> am m { } Expiration: 0911112007 Project Address Parcel Number Applicant ...... ........................ ........... _....... ................ . 348 NE 91 Street 1132060190230 Miami Shores Village, FL Block: Lot: WILLIAM PACHECO ..... i:l »g:SgS• : ?T ;a :yh:r: :•b:•A'S<o:•'.'e ° d6re ...... vn< ................: ise';$:::.:<... ....e........e >id��'. .. >. .. ... ... .. ... F. i::: �k>:>................ Y:. :d...Li:�S<Y"..... «......<..... 42 X�7! g[. lOT. Q([ ll�kl4[ I ........................... ............................... Address................................................... ............................... Phone.................... ............................... Cell .............................. WILLIAM PACHECO 348 NE 91 Street s MIAMI FL 33138- (305)762 -4087 (305)244 -4755 K 5 .rt.....:::nuv <•:... :T'.1<: W.' •N.•i:• >' •b Y" Rbbbbbb b. <.• vw.wvr •w. vvw �:VY .. •::.•.•ry.•...• :•byy :•:4b. .•.•:...• b . isi:: i1 ? :Y.': :• :•�: > - w bb. `.YY .�" AY. • N b o : •... ....:. <f• .e b vvu..:...«,.•..< .< .....• e.......... .: «..<u<,un <v«•. ...« n .. . «u .•:.... .•. •. .•...<.....<.....<..... e..•.•....>.<: :i .:....v.. ....•......... . ........<...< .................. .• 4 •<. • P4 •nvvvvvv..v.................'v s� <•: b .. a : :�$a)' � wYe✓ F h< ........................................................ ............................... Contractor(s) Phone Cell Phone Valuation: $ 5 ,000.00 N ALFRESCO AIR INC ........... Total Sq Feet K, Tons: 4 Available Inspections: Additional Info: Inspection Type: Classification: Residential Rough Duct Approved: In Review Hood Comments: Date Approved:: In Review smoke rest Date Denied: smoke Dot Test Ventilation Final Rough Fees Due Amount Total Amt Paid Amt Due CCF$3.00 ; ............................. Education Surcharge $1.00 $0.00 $ 0.00 $ 0.00 $246.00 Permit Fee - Additions/Alterations Scanning Fee $3.00 Payment Type: Technology Fee $6.13 Total: $258.13 ff / o Y 0? PAID 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . May 02, 2007 Authorized Signature: Owner / Applicant t Contractor / Agent Date Building Department Copy Wednesday, May 2, 2007 1 Miami Shores Village Building Department, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Ikc BUILDI CEIV�I� BUILDING Permit No. _2671�7� PERMIT APPLICATION APR 3 0 Z007 Permit No. 06 FEC 2004 BY . Permit Type: Mechanical Owner's Name (Fee Simple.Titleholder) b �,AO +VC Z:� Phone 0:5 ) 2-400 Owner's Address ,_- a City H (.)NA t d 'S 0984 State _ r, ( zip Tenant/Lessee Name Phone # E- MAIL,: Job Address (where the work is being done) :3 = Q 5; City Miami Shores Vill -AM County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �—�� J=" . "5C 0 Phone # Z30 S 51V/ 3 9 - Contractor's Address / cr l � City � / State 1?7< t zip " 2— I s Qualifier Name Q � � � � � � Phone # _ � I State Certificate or Registration No. �`'�� J �� % E)(7 Certificate of Competency No. E -MAIL: ,'�z'_S 6_17� Architect/Engineer's Name (if applicable) Phone # Value'of Work For_ this Permit $ * Square 1 Linear Footage Of Work: rl P, Type of Work: ddition Alteration ❑ New ❑ Repair/Replace ❑ ,�, ❑Demolition , Describe Work: �L( mr-r'l d� a? 4-ti e(q aw q &eY &sc4exx & ek &x�: a4 daxsYde ee4rxst nYdtdeoY4r a@aeskxxdtx eeSxxxoYxsFeY aYxxxeY4r 4cxv`oYxx *eY aYxxaY dexxx4e aY ze 9e aY Yak oY s'a de aYxxx _ Submittal Fee $ Permit Fee $ -M � CF �► e �. $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ _ Total Fee Now Due $ See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. .1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with .an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the 'inspection will not be appr ved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing inst ment was acknowledged before me this The foregoing instrument was acknow efor me this 136 day of , 20 by day of , 20 X37 , by who is person y known to me or who has produced who is personally kno prods as ication and who th. As identification and who did take an oath.' NOTARY PUBLIC: NOTARY fl� Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: xie oY 9cA xxa4 oY kiexda aYxt�xdr�4e &xdr4rdexxeYxx4cxaE 4a eY deYx &xx4e4c de,YxYxaYxx 'x�dexu9:4rxxde de do eY Yxdc akoY 'xoYx' xxx9coYdr ac aY�d: oY :Y #�aY &x�Y 4r dexoYx / Plans Examiner APPLICATION APPROVED BY: Engineer Zoning (Revised-02/08/06) 4 ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. rr PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PERMIT # Z ` l t o PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS l� DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES AIC (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVEGROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT/3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3-5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8-10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER I JAIR CONDITIONERS HEATER -NEW INST. I ISTRIP HEATER HEA TER-REPLACE GENERATORS TRANSFORMERS LAWN SWIM SPRINKLER WELL GENERATORS TRANSFORMERS RPOSE SWIMMING POOL GENpFiATORS TRANSFORMERS WATER SERVICE SPECIAL PU SEWER CONNECTIONS OUTLET'S COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY I IFIXTURES FAINFIELD, 4" TILE/RES. I ANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. lvioLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE a R SET(GAS) IPING Miami mores v inage uunaing vepanmem Change of Contractor Permit No. -�"�7"� Owner's Name (Fee Simple Titleholder) V 't l t AAA e C. ^e-CC Phone # rz O<A 341—L:503 Owner's Address . V1. l� SA city Slams State L-- zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) :9 4 $ V1 &, C k l5 r `A' City ML4m,( S In p tAn County D & O Zip Legal Description Contractor's Company Name AL -Fae- G ca Phone # Contractor's Address City State zip Qualifier Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature - - Signature Owner or gent Contractor The fore ent was acknowledged before me this 2-S The foregoing instrument was acknowledged before me thi,_Py _' day of, 1 , 2C C+ b 00 00 < 3 ' day of .20 _, by who is person, j o vn to me or who has produced who is personally known to me or who has produced As identification and wl d take an oath_ as identification and who did take an oath. NOTAR P LIC: NOTARY PUBLIC: Si , P, lV. e argas Si Sign: Print: = ° `: ° Ex Tres. 13, 200 Print: 9 Q ; Bon to My Co sion Expii`es °F a ,s;r 9;din C o - ln� My Commission expires: Rev. 09/19/03) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 T, 7 7� e� �� Permit No. PERMIT APPLICATIO; MAR p 6 2001 Master Permit No. 2 4 FBC 2004 BYa r wwwM� Permit Type Mechanical Owner's Name (Fee Simple Titleholder) WC � , V464e Gd Phone # (25qs) ( �j 2^ - 4-061 Ownelr's/Address _ YV C_ C l S T City 1"il`A�c{A(��G�o�S Stat Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) '_2>yrd yi t✓ I S City Miami Shores Villaize County Miami -Dade Zip FOLIO /PARCEL # Is Building Historically Designated YES NO 7� Contractor's Company Name f ®L 6X-1 )Q,6f Phone # Contractor's Address Z 17$q PigC„ r1 AtI 9 �1,17 c�C City /'LI State Qualifier Name ' 4<57/ 1,4( 0 6 p,® ��z Phone # State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) / 600 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: /J p,J 1 fe Submittal Fee $ Permit Fee $ "ti CCF $ "' CO /CC Notary $ Training /Education Fee $ Technology Fee $ , Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. .I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S[GNS; WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC:, NOTARY PUBLIC: Sign: Si Print: Print: My Commission Expires: My Commission Expires: a4 ahxde ah dexah ah:h deah dedz de & &ah andc+kdrde dexde yhxae eh shah ah ah de dexdnk ah de ah kde ah atr %ah dede dexah a4 ahxx &de da ah dededexde deahxah:Y.xxah ah a4ah&ahaY &aY & Yeah dcxahah deck shah drd:dc &xdexdc andexandc de Plans Examiner APPLICATION APPROVED BY: Engineer Zoning (Revised-02 /08106) Miami Shares Village Ruilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i BUILDING Permit No. PERMIT APPLICATION Master Permit No: 1L FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanica Roofing Owner's Name (Fee Simple Titleholder) V1/ I L-U kM V PA Ckff �p Ph Owner's Addres City t C State Z• S, TenantlUssee Name Phone # Job Address (where the work is being done ) � City Miami Shores Village County Miami -Dade Zip 9`3 S FOLIO / PARCEL # Is Building Historically Designated. YES NO Contractor's Company Name 090ro � 7 �/ Phone # ?A" Contractor's y Address .. Cit y �1L State =L Zip 3D,r2 Qualifier Name //CJL,�J© ,�? Phone # State Certificate or Registration No. Certificate of Competency No. pwhd% JV Architect/Engineer's Name (if applicable) iy go M� Phone # Value of Work For this Permit $ Square / Linear .Footage Of Work: lo® Type of Work. Addition ElAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: TJ 01� It t' `le Ki t "A5 �°1 WO `�l I Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —> . _ I Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES BOILERS HEATERS TANKS, and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant trust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person Whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days after the buildings permit is issued In the absence of such posted notice, the inspection will t no r OVe d and a rei P PP nspectaon fee wall be charged Signature Signature wner or Agent Contractor The foregoing ' _ nt was acknowledged before me this The foregoing instrument'Vvas acknowledged before me this day of a ; by - �° i�iaG4r day of 2 2U , by RQ &,dj�00 �o ' who is personally known to me or who has produced who is personally known to me or who has produced DL As identification and who did take an oath. ,) L as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: P bqc Sta Flo a Juan Carts utlarrez Sign: an Print Print: o e �Y Cammtsslon Q618�J1 Expkes My Commissio °"`o! 11 /28/2090 My Commission Expires: - j APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08 N I ADDENDUM TO BUILDING PERMIT APPLICATION � R AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER I LIGHT OUTLETS CENTRAL HEATING DISPOSAL IRECEPTACLES A/C (WIND) FLOOR DRAIN I SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK ✓ INTERCEPTOR ISERVICE REPAIRIMETER CHANGE IREFRIGERATION LAVATORY JAPPLIANCE OUTLETS IPROCESS AND PRESS PIPING LAUNDRY TRAY I RANGE TOP UNDERGROUND TANKS CLOTHES WASHER JOVEN JABOVE GROUND TANKS SHOWER IWATER HEATER JUX. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP ISTEAM BOILERS SINK, RESIDENCE. IMOTORS OVER 1 -3 HP I HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP ITRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP' COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT JAIC WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. ISTRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE. SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER I ISIGN TUBES UTILITY -WATER ISIGN TRANSFORMERS SEPTIC TANK ISIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. IVIOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756 -8972 Inspection Date: 08/30/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: PACHECO, WILLIAM Work Classification: Addition/Alteration Job Address: 348 91 Street NE Miami Shores Village, FL CL Phone Number (305)762-4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300-3932 Building Department Comments NEW OUTLETS AND LIGHTS Inspector Comments Passed PT Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid Wednesday, August 29, 2007 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: EL -4 -07 -801 Owner Address: Invoice Number: EL -4 -07 -28241 348 91 Street NE Applicant: WILLIAM PACHECO MIAMI, FL 33138 - Company Name: Job Address: 348 91 Street NE Miami Shores Village, FL Date Payment Type Check Number Amount Change Wednesday, April 25, 2007 04/25/2007 Cash $158.35 $0.00 Total Payment: $158.35 Page 1 of 1 Miami Shores Village 04-I)AC, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ELO V PERMIT APPLICATION Master Permit No. 0( -2.40�G FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) W(� (( 4Ji P aC ,ECc Phone # 305 _ o Owner's Address — 1 4 -1 2 rV e City M ! 64t (' 1 :�,4as&�C 5 State l=L zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 1 Contractor's Company Name C -_'C C # 3d g — :300 3 Contractor's Address t $ Y S7` City i9`"L /� State �� Zip --'R 3 /2 3 Qualifier Name �g , j !/e Phone # 3 S y O State Certificate or Registration No. e /3 OU /��Z Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work t/� 0 � o For this Permit $� 3 Square /Linear Footage Of Work. Type of Work: Addition ❑A ❑New F] ❑ �ati C �� J Repair /Replace Demolition /� Describe Work: au (�� ,,q/J /� C41 h l_5 ��x nn xxx�� *��x:,��n Submittal Fee $ Permit Fee $ /3`m'�'d CCF $ ' - 20 CO /CC Notary $ Training /Education Fee $ AQ Technology Fee $ Scanning $ 3.rn Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ �QS� Structural Review. $ Total Fee Now Due $ 1: 3.30 AN PAID See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection, fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore ing instrument was acknowledged before e thin day of , 20 _, by day of i/ 2007, by who is personally known to me or who has produced w is personally known to me_ or who has produced As identification and who did take an oath. as identifi ..�` NOTARY PUBLIC: NOTARY PUBLIC: MY COMMI # DO 498910 EXPIRES: Jwu fy 13, 2010 ��.?� Bonded neu Naery note Ufa Sign: ; Sig . Print: 1 (h.9+Gt Co O y ( V I hW ?x+44. W Print My Commission Expires: My Commission Expires: c. APPLICATION APPROVED BY: ' > Plans Examiner Engineer Zoning (Revised 02/08/06) yW�_ y w „ r Miami Shores Village �,► 10050 N.E. 2nd Avenue A Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 W, s w,. °, .,FF... F..,. RNA r Expiration: 1012112 Project Address Parcel Number Applicant 348 NE 91 Street 1132060190230 WILLIAM PACHECO Miami Shores Village, FL Block: Lot: Owner Information Address Phone Celt WILLIAM PACHECO 348 NE 91 Street (305)762 -4087 (305)244 -4755 MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 RING ELECTRIC INC (305)300 -3932 (786)356 -0801 ...,r:..,. ::. ..._.. _ ..:_T. Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: NEW OUTLETS Inspection Type: Classification: Residential service change Meter Box Final Underground Rough WW Relocation ateration Fire Alarm Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $150.00 Scanning Fee $3.00 Payment Type: Technology Fee $3,75 Total: $158.35 APR 2 5 PAID 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated April 24, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, April 24, 2007 1 Inspection Worksheet 9 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL '. �,rax�•. Phone: {305}795 -2204 Fax: (305)756 -8972 249�o . � v, G} r:,{:{:::: : }$$$$$$$iiii$i$$ : r: : kir::..v.; .........:'>:' r LfiP...:..... i$ k;$' ti: i$ i$:::::::::::::::: ir....... ��M��. i 1 . T.•. i.... ��...... f. k . ...............:�......:ai:•.:. Inspection Date: 09/05/2007 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number {305}762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: ALFRESCO AIR INC Building Department Comments addition of family room kitchen and master bedroom and bathroom central a/c SEP 1 0 �00� Inspector Comments Passed Im Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, August 29, 2007 Page 2 of 2 1V-iami Shores Village B u ilding De tm FEB 8 2007 p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 lr. _a_ " � e ' Tel: (305)' 79 Fag: (305) 756.8972 BUMDING t t � .� Permit No. 1 "]° PERMIT APPLICATION master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Mlo- A A-M • FACerWCO Phone # ( ` 6oz - 40 0° Owner's Address 3-to ST CitY - AlkMI e f R MS State R- Zip '33 TenanVlxssee Name Phone # Job Address (where the work is being done) Pr . 5T - city Miami ShoresVillaae County Miami -Dade Zip FOLIO 1 PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Cs�VQ.a %C&_ S%(V Phone# 305 S9a -7 Contractor's Address . 4 Go- w dy e City e--t i Ae--t� State F=L. Zip 331 Z Qualifier Name Phone # State Certificate or Registration No. Certificate of Co mpetency No. Architect/Engineer's Name (if applicable) ff F4JAL (20 A 60 "4r -7- Phone Value of Work For,tgis 3Perri►iY,$ Sboco . Square I Linear Footage Of Work: 1200 ' S 1� Type of Work: (XAddition ' i []Alteration []New Q ,Repair/Replace ❑ Demolition Describe Work: IT ico'' OF lC.`P Hn--sTerL 0 0 PhNsn Hja � G OEM &00 *--� H, Submittal Fee $ Permit Fee $ ,C '!' ii -we C,CF $ C0/CC Notary $ Training/Education Fee $ J • G Technology Fee $ ✓ ° i Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due S -17tu 15 See Reverse side --i� Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IWROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first insp to which occurs seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will not roved an a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing ins ent was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of MM 20 by who is personally known to me or who has produced who is personally_ own tome or who has produce As identification and who did take an oath. 1 <K as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ` ILBIIG ST I is n . , - , d� T Petri'© R, Sign: Sign: Print: TS ' ded 1ltlardti � - 1i�g ��., l�t. Print: My Commission Expires: My Commission Expires: APPLICATION.APPROVED BY:�%�� Plans Examiner Engineer Zoning (Revised 0210810 a ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS 2,0 SPACE HEATERS DISHWASHER ILIGHTOUTLETS to 30 ICENTRAL HEATING DISPOSAL IRECEPTACLES Z. t A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS I DUCT WORK INTERCEPTOR ISERVICE REPAIR/METER CHANGE IREFRIGERATION LAVATORY JAPPLLANCE OUTLETS 1PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP 4 UNDERGROUND TANKS CLOTHES WASHER 16VEN JABOVE GROUND TANKS SHOWER WATER HEATER JUX. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP ISTEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. IMOTORS OVER 3-5 HP IMECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP ITRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10-25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP -- COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER JAIR CONDITIONERS 1 2 HEATER -NEW INST. ISTRIP HEATER — . HEATER- REPLACE IGENERATORS TRANSFORMERS �- LAWN SPRINKLER -WELL I GENERATORS TRANSFORMERS SWIMMING POOL IGENERATORS TRANSFORMERS WATER SERVICE I SPECIAL PURPOSE. SEWER CONNECTIONS IOUTLETS COMMERCIAL w UTILITY - SEWER ISIGN TUBES UTILITY - WATER SIGN TRANSFORMERS a• SEPTIC TANK ISIGN TIME CLOCK RELAY IFIXTURES FAINFIELD, 4" TILEIRES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM' GAS RANGE METER SET (GAS) GAS PIPING ,. Miami Shores Village s " " 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 3/1/2007 Expires: 08/28/2007 Permit Number: EL -2-07 -395 Owner's Name: ELIZABETH ELOSGE Phone: 305 - 757 -7498 Permit Type: Electrical - Residential Parcel #: 1132060190230 Work Classification: Addition /Alteration Block: Lot Job Address: 348 91 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 QUANTUM ELECTRICAL SYSTEM (305)593 -2230 Yes Total Valuation: $ 5,000.00 Required ns ections Additional Information Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 EL -3-07 -27703 $185.75 Education Surcharge $1.00 Total: Permit Fee - New Construction $175.00 Scanning Fee $3.00 Technology Fee $3.75 Total: $185.75 NOTICE: In addition to the requirements of this permit, there may be CiO1111 Copy additional restrictions applicable to this property that may be found in the py public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village z 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 ' Permit Permit Status: APPROVED Issue Date: 3/1/2007 Expires: 08/28/2007 Permit Number: EL- 2- 07-395 Owner's Name: ELIZABETH ELOSGE Phone: 305 - 757 -7498 Permit Type: Electrical - Residential Parcel #: 1132060190230 Work Classification: Addition /Alteration Block: Lot: Job Address: 348 91 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 QUANTUM ELECTRICAL SYSTEM (305)593 -2230 Yes Total Valuation: $ 5,000.00 Reauired Inspections Additional Information Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 EL -3-07 -27703 $185.75 Education Surcharge $1.00 Total: Permit Fee - New Construction $175.00 Scanning Fee $3.00 Technology Fee $3.75 Total: $185.75 NOTICE: In addition to the requirements of this permit, there may be Finance Copy additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 3M12007 Expires: 08/28/2007 Permit Number: EL- 2- 07-395 Owner's Name: ELIZABETH ELOSGE Phone: 305- 757 -7498 Permit Type: Electrical - Residential Parcel #: 1132060190230 Work Classification: Addition /Alteration Block: Lot: Job Address: 348 91 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 QUANTUM ELECTRICAL SYSTEM (305)593 -2230 Yes Total Valuation: $ 5,000.00 R uired Inspections Additional Information Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 EL -3-07 -27703 $185.75 Education Surcharge $1.00 Total: Permit Fee - New Construction $175.00 Scanning Fee $3.00 Technology Fee $3.75 Total: $185.75 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 311/2007 Expires: 0812812007 Permit Number: EL -2- 07-395 Owner's Name: ELIZABETH ELOSGE Phone: 305 - 757 -7498 Permit Type: Electrical - Residential Parcel M 1132060190230 Work Classification: Addition /Alteration Block: Lot: Job Address: 348 91 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet 0 QUANTUM ELECTRICAL SYSTEM (305)593 -2230 Yes Total Valuation: $ 5,000.00 Reguired Inspmtions Additional Information Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final THIS iou AT TIME 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 'TION thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Yllage. In accepting this permit I INSrnu assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 EL -3-07 -27703 $185.75 Education Surcharge $1.00 Total• Permit Fee - New Construction $175.00 . Scanning Fee $3.00 Technology Fee $3.75 Total: $185.75 NOTICE: In addition to the requirements of this permit, there may be Applicant Co additional restrictions applicable to this property that may be found in the pp Copy public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. For Inspections, Call (305) 795 -2204 axis 431 & 442. Requests must be received by 3 pm for following day inspections. Obtain Certificate of Ocupancy /Completion Before Using the Building sY►R Miami Shores Village 0 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 , Phone: (305)795 -2204' Expiration: 111 7 Project Address Parcel Number Applicant 348 NE 91 Street 1132060190230 WILLIAM PACHECO Miami Shores Village, FL Block: Lot: Owner Information Address Phone Cell WILLIAM PACHECO 348 NE 91 Street (305)762 -4087 (305)244 -4755 MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation• $ 3 00.00 RING ELECTRIC INC (305)300 -3932 (786)356 -0801 _.:..._.. ::r Total Sq Feet: 0 Type of Work: ELECTRICAL Available Inspections: Additional Info: OUTLETS Inspection Ty Classification: Residential Fire Alarm Service change Relocation Alteration Underground Rough Final Meter Box ww Fees Due Amount Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Addidons✓Alterations $100.00 Scanning Fee $3.00 Payment Type: Technology Fee $2.50 Total: $106.30 A � � -� 9 PAS 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 08, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, May 8, 2007 1 Miami Shores Village Building Department L MAY 4! 72007 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:- 7.1`ek- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) Wdi l a n ? laetitc,b Phone# ( lr(6 - 4097 Owner's Address 34 U e q ( 5T City iLQ«rn State "E' L Zip 33138 Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 34 a L7 E 9 1 City Miami Shores Villafe County Miami -Dade Zip 3 1 38 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �i•rj ��: %/�c" Phone # _ 30d - 3 2— Contractor's Address City 0 i State ,_ Zip 33 Qualifier Name _-./d rye c r / U Phone # j'_ 39 3 Z ; State Certificate or Registration No. azC /3(90/ �f,,? Certificate of Competency No. E-MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit Square / Linear Footage Of Work: Type of Work: 016dition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: 2 7V pyle /S awl 4 P{>on C 00 k TS % X�. �. �. Y�iCXX �CXX] CX 7Y Y. XXYYY XXYY %�CYX�.XXYXYY.YCpeSY.J: X�PY% YJ. �. 'JCY:YXX)FXXX % * % X]:X *'Y. 'i;X %�iC JF %XXX Submittal Fee $ Permit Fee $ / ep i ll ® G3 CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �aQ' See Reverse side Bonding Company's Name (if applicable) f. Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ,for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ivill not be approved and a reinspection fee will be charged. Signature Signature (__-- Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foreg in nstrument was acknowledged befort me th' S �/? day of , 20 _, by day of , 20V, by sw ;/ who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identificat e an oath NOTARY PUBLIC: NOTARY PUBLIC: _ ' MY ISS H RIO 9 0 EXPIRES: Jowry 13, 2010 , ;,.• BMW Thm No" uxbr lers Sign: Sig . , Print: Print: / My Commission Expires: My Commission Expires: z/ r.xxie iex r. iex :P 9; r, rxxrxxiexr.xx r,xxx xicxxrri:r.':r. iexxxic r•.�xic r.xx�;xrxxxr.xxxxxxxr. Y kxxF aY aYxYxxxiexxx xiek• k,;x9: ie i; ixxixxxiexFxrx ki;x APPLICATION APPROVED BY c Y �yIlans Examiner Engineer Zoning (Revised 02/08/06) ' • *A ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS ICENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN ISERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP ISERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. IMOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES IMOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL I IGENERATORS TRANSFORMERS WATER SERVICE I SPECIAL PURPOSE SEWER CONNECTIONS IOUTLETS COMMERCIAL UTILITY -SEWER ISIGN TUBES UTILITY -WATER ISIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0510812007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type W W Owner: PACHECO, WILLIAM Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)7624087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300 -3932 BuIlding Department Comments METER CHANGE MAY 0 9 2007 Inspector Comments Passed r__-7T Failed E:1 � Az_ Correction �y Needed a Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, May 7, 2007 Page 1 of 2 I K Inspection Worksheet g I @ ,�.. M Miami Shores Village �'"o 4 y� 10050 N.E. 2nd Avenue Miami Shores, FL fikT 8S tH 4 Phone: (305)795 -2204 Fax: (305)756 -8972 nspectlon Number: INSP -4684 Permit Number: EL-4-07-801 Inspection Date: 04130/2007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Rough Owner: PACHECO, WILLIAM Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Project: <NONE> Parcel Number 1132060190230 Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300 -3932 Building Department Comments NEW OUTLETS AND LIGHTS MAY 0 12007 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 4 � Phone: (305)795 -2204 Fax: (305)756 -8972 a y . '7 NSA x a a n Inspection Date: 0511012007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: PACHECO, WILLIAM Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300 -3932 Building Department Comments METER CHANGE MAY 1 1 2007 Inspector Comments Passed s- Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, May 9, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �s =- Inspection Date: 1211812007 Permit,Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL CoL hone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300 -3932 Building Department Comments LOW VOLTAGE DEC 19 Inspector Comments Passed Er cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 17, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL _ Phone: (305)795 -2204 Fax: (305)756 -8972 -: Inspection Date: 1211812007 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: PACHECO, WILLIAM Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: RING ELECTRIC INC Phone: (305)300 -3932 Bullding Department Comments METER CHANGE ®C 19 200 Inspector Comments Passed 12", CC'" Failed l Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 17, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL o Phone: (305)795 -2204 Fax: (305)756 -8972 I N < e Inspection Date: 12/18/2007 Permit Type: Electrical - Residential Inspector. Levrock, James Inspection Type: Final Owner: ELOSGE, ELIZABETH Work Classification: Addition /Alteration Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number 305 - 757 -7498 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: QUANTUM ELECTRICAL SYSTEM Phone: (305)593 -2230 BuIlding Department Comments DEC 19 200a Inspector Comments Passed DT cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 17, 2007 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue D Miami Shores, FL 33138-0000 r Y Phone: (305)795 -2204 Y Expiration: 10/3 Project Address Parcel Number Applicant 348 NE 91 Street 1132060190230 WILLIAM PACHECO Miami Shores Village, FL Block: Lot: Owner Informati n Address Phone Cell WILLIAM PACHECO 348 NE 91 Street (305)7624087 (305)244 -4755 MIAMI FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 1,2 00.00 RING ELECTRIC INC (305)3 - 3932 (786)356 -0801 Total Sq Feet: 0 Type of Work: electrical Available Inspections: Additional Info: replacing of meter Inspection Type: Classification: Residential Alteration Fire Alarm Meter Box Final Service Change ww Underground Rough Relocation Fees Due Amount Total Amt Paid Amt Due CCF $120 Education Surcharge $0.40 $ 0.00 $ 0.00 Permit Fee - Additions/Alterations $150.00 Scanning Fee $3.00 Payment Type: Technology Fee $3.75 Total: $158.35 . MAY 0 8 PAID 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 03, 2007 Authorized Signature: Owner / Applicant / Contractor i Agent Date Building Department Copy Thursday, May 3, 2007 1 Miami Shores Village 0*5101i,� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING - - Permit No. C I L PERMIT APPLICATIO NE Master Permit 1vo. 6- 24W FBC 2004 !MAY U 2 2007 Permit Type Electrica Owner's Name (Fee Simple Titleholder) �/ /°nG Phone # Owner's A ress ke City State Zip Tenant /Lessee Name Phone # E- MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ! R k nQ C. Z y" % C — C Phone # _ 3 0 5 � - _ -> >O a - 39 3 ?, Contractor's Address 16 2 b(0 City tj LCkVn 1 State L Zip 1 Qualifier Name e`TO T9 Q, An 1 O Phone # (395 ) 3PQ 39 32. . State Certificate or Registration No. EC I ^3 00 14 12. Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit c Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New Repair /Replace ❑ Demolition Describe Work: 2�/�� icxkxrr. *xxi;x: xiexiex xxxiexi:x4:r.r. icx irxr.xrxi:xx Fees :�:'':iri:r.xk'cr.rxxr.'c:'; zicxr. ac k �: ie is r. ti ': i:xr. d; *rxxFxxi;xx Submittal Fee $ Permit Fee CCF $ I' CO /CC Notary $ Training /Education Fee $ . . 0 - 40 Technology Fee $ & Scanning $ Z Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ L20 (it See Reverse side --+ Bonding Company's Name (if applicable) ` Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorder( notice of commencement must be posted at the fob site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore- / ointmstrument was acknowled ed before me this day of , 20 _, by day of 20, 2, by who is personally known to me or who has produced who is personal y known to me r who has produced As identification and who did take an oath. as identificati NOTARY PUBLIC: NOTARY PUBLIC: MADEL D 4 496970 CMIM#D9 EXP Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: r.r.xx:e ac srx F:Y c r,9;xie ':xxx *ie icx>rxr. at icx xxxxr is rr r. icx xiex r.xx': xac is eFxx xxxaYxie a•:xa': xiexxx *'exa�xic a';rxxxxx etxaFxxiex iexdr ie *iex xxxx4ex l APPLICATION APPROVED BY: .7 ArU �+ y Plans Examiner Engineer Zoning (Revised 02/08/06) ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL , MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS I DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE IREFRIGERATION LAVATORY APPLIANCE OUTLETS IPROCESS AND PRESS PIPING LAUNDRY TRAY IRANGETOP UNDERGROUND TANKS CLOTHES WASHER JOVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP IMECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL IMOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET I MOTORS OVER 10 -25 HP IFIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP ICOOLING TOWERS WATER SUPPLY TO: I MOTORS OVER 100 HP IVIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER JAIR CONDITIONERS HEATER -NEW INST. ISTRIP HEATER HEATER - REPLACE IGENERATORS TRANSFORMERS LAWN SPRINKLER -WELL IGENERATORS TRANSFORMERS SWIMMING POOL IGENERATORS TRANSFORMERS WATER SERVICE ISPECIAL PURPOSE. SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ® OR Inspection Worksheet 11 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL =moo F K'rH& tN E ' Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 4220$ Permit Number PL -3..07 -433 Inspection Date: 04130/2007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Top Out Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: LONCUS PLUMBING CONTRACTORS I NC Phone: 305- 383 -9259 Building Department Comments ADDITION OF FAMILY ROOM MATER BEDROOM MASTER r"' 2001 ct Comme Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, April 27, 2007 Page 1 of 2 Inspection Worksheet .... tit Miami Shores Village -- 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/1812007 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL CL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor: LONCUS PLUMBING CONTRACTORS IN C Phone: 305 -383 -9259 Building Department Comments ADDITION OF FAMILY ROOM MATER BEDROOM MASTER 1 v 0 Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, December 17, 2007 Page 2 of 2 Inspection Worksheet � Miami Shores Village � 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/30/2007 Permit Type: Plumbing - Residential Inspector. Levrack, James Inspection Type: Underground Rough Owner: PACHECO, WILLIAM Work Classification: New Job Address: 348 91 Street NE Miami Shores Village, FL Phone Number (305)762 -4087 Parcel Number 1132060190230 Project: <NONE> Block: Lot: Contractor LONCUS PLUMBING CONTRACTORS IN C Phone: 305 -383 -9259 Building Department Comments ADDITION OF FAMILY ROOM MATER BEDROOM MASTER R 0 2 2007 1 P ments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, March 29, 2007 Page 2 of 2 Permit No. F L-3-07-433 atµas y Miami Shores Village Permit Type: Plumbing - Residential ` ty 10050 N.E. 2nd Avenue T/f/arit Classification: New Miami Shores, FL 33138 -0000 er ' Phone: (305)795 -2204 Permit Status: APPROVED o o +e it . tsc Date: 3 , 14W2007 Expiration: 09111/2007 Project Address Parcel Number Applicant ....... ......._.... .................................................. ....,.... .................................. _ ..................... 348 NE 91 Street 1132060190230 Miami Shores Village, FL Block: Lot WILLIAM PACHECO Owner_Information ... _ .._. Address --.. Phone_._..... ............. ..Cell WILLIAM PACHECO 348 NE 91 Street (305)762 -4087 (305)244 -4755 MIAMI FL 33138- _. _... ..... ....... Contractor(s) Phone Cell Phone Valuation. $6,0 00.00 LONCUS PLUMBING CONTRACTORS 305 - 383 -9259 Total Sq Feet: Q Type of Work: ADDITION Available Inspections: Type of Piping: Inspection Type: Additional Info: water Main Bond Return: Final Classification: Residential Water Service Main Drain Lavatory Re Pipe Heater Top Out Underground Rough Fees Due Amount Total Amt Paid Amt Due CCF $3.60 Education Surcharge $1.20 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $210.00 Scanning Fee $3.00 Payment Type: Technology Fee $5.25 Total: $223.05 9 MAR 2 o PAI 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 responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated March 15, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, March 15, 2007 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PR BUILDING Permit No. — PERMIT APPLICATIO Master P ermit No. FBC 2004 �Li MAR 0 6 2007 BY: - ltz - - - -- Permit Type Plumbing Owner's Name (Fee Simple Titleholder) Wf' / 1 IJ494 j ja- „7 Phone # Owner's Address ��j,p /� 9 / CT City /YI%/JdLI% S'GJ 6 t State Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 076 !21 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL Is Building Historically Designated YES NO Contractor's Company Name .� O/V cm PL ” ,U — Phone # 305 — 3 ( 2503 _ Contractor's Address �'� Z S w G g ar —� City 1 (4/4ey State L Zip Qualifier Name DA A.1 /L D 13, Phone # X 05 — 7� State Certificate or Registration No. r ---C /!; 2 Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) A2 Coa 6tWc- Phone # Value of Work For this Permit $ fy 6 0 O • Square / Linear Footage Of Work: /Z Type of Work: %�ddition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition Describe Work: 4D! " /T /0/1 eq 7� �/Otit'-4z 4004 , .//1.4.1 'C ec , 06U .4.r1WZ0 - � Submittal Fee $ Permit Fee 21 6 _ CCF $ CO /CC Notary $ Training /Education Fee 1 • Technology Fee $ Scanning $ '^ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the I person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ' 20 —> by day of 20 _ b who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner t t Engineer Zoning (Revised 02/08/06) y Miami Shores Village Building Department ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N o. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 1 Owner's Name (Fee Simple Titleholder) d , _-- 1 ' 1 ' - �, � � 1 UI� -��C.? . Phone # Owner's Addres ` 3" 9E- City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done)� i City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO - Contractor's Company Name Phone #- l ofd Contractor's Address City M t �` State l - • L_ Zip Qualifier Name w phone # 6Q S - State Certificate or Registration No C , Z G �o Certificate of Competency No. Architect/Engineees Name (if applicable). l AI `-yo k. 6 11=:, Phone # Value of Work For this Permit $ Square / Linear .Footage Of Work: 1 2_0c - � f"T Type of Work: EMAddition QAlteration []New ❑ Repair/Replace 0 Demolition Describe Work: -n W OE 'FO W d2x t H051 W_ OeipCC Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip _ Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate, permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING* TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE -RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspect on which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the not ins P approved ection will a roved and a reins ection ee will be r P p f charged Signature , Signature )° O ' er or Agent Contractor The foregoing instaum t was acknowledged before me this The foregoing instrument was.acknowledged before me this 7 day of J 2 ' by Gam` °lfdla d � day of 14ec� .20 who is personally known to me or who has Produced-- who is personally known to me or who has produced As identification and who did take an oath. DL as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: p ivom u tate o FFlorida I' Juan Cados a Juan Carbs Gutierrez o Com mIsWon DD618091 M Co ano we % Conmissbn DD6180g1 My Co 11i28r1010 APPLICATION APPROVED BY: Plans Examiner' Engineer Zoning (Revised 02(08106) ♦ J ADDENDUM TO BUILDING PERMIT APPLICATION o AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE i OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE O DISCIPLINE APPLIED FOR: PERMIT # PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB / SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL IRECEPTACLES A/C (WIND) FLOOR DRAIN ISERVICE TEMPORARY lAtC (CENTRAL) GREASE TRAP ISERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR ISERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY JAPPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER JOVEN JABOVE GROUND TANKS SHOWER IWATER HEATER JU.F. PRESSURE VESSELS SINK. POT /3 COMP. IMOTORS 0 -1 HP ISTEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. IMOTORS OVER 3 -5 HP IMECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP ITRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS/ESCALATORS WATER CLOSET IMOTORS OVER 10 -25 HP I FIRE SPRINKLER SYSTEMS' INDIRECT WASTES MOTORS OVER 25 -100 HP ICOOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP IVIOLATION A/C UNIT A/C WINDOW IREINSPECTION FIRE SPRINKLER JAIR CONDITIONERS HEATER -NEW INST. ISTRIP HEATER HEATER - REPLACE IGENERATORS TRANSFORMERS LAWN SPRINKLER -WELL IGENERATORS TRANSFORMERS SWIMMING POOL IGENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER ISIGN TUBES UTILITY -WATER ISIGN TRANSFORMERS SEPTIC TANK I SIGN TIME CLOCK RELAY IFIXTURES FAINFIELD, 4" TILE/RES. JANTENNA PUMP & ABANDON SEPTIC TANK ITELEVISION OUTLETS SOAKAGE PIT CU. FT. IvioLATION '• CATCH BASIN IREINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING