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BP-03-631 (3) Miami Shores Village Building Department • Change of Contractor Permit No. 3- 6 ,31 owner's Name(Fee Simple Titleholder) ' Phone# �S —,S 3=1 L Owner's Address 7 71 J 0 jr-, City /�i+d/K 1 State � - Zip 133 TenantlLessee Name Phone# Job Address(of where the work is being done) v City SARI-7--i County §' Ip Legal Description ' m me �� Phone# C s�W— Contractors Company Naa Co to /� Contractor's Address 6 X� �t•�` City State.- Zip 32),14 Describe Work: �I C,Oyu x pta vG1-7 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 Shoresharmless fro legal involvement. . Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this of to 20�,by b ® sA.� day of �► 20 by Cpj 65 �nk+44— �y .� ` & who is perso y known to me or who has produced who is Wally known tome or who has produced L As identificati n and who did take an oath. L as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBIJ4 Sign: Sign' P��i4 L.Bet&nCOUrt Print: o�W iiia Prim: • .Commissiam�Ot My Commission Expire d 2106 My Commission e Bqdm Xq�� Bonded Thm lit Atlamtlt&7ad�II$co..mc. ''4. a�+�'�� Arm BoUftS Q.MM �r*�si�+ Rev. 09/19/03) 9 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL yir3� '' Phone: 5)795-2204 Fax: (305)756-8972 r 00 R 4 4 1 Inspection Date: 02108/2006 Permit Type: Imported Permit Inspector. Levrack,James Inspection Type: Final Owner: ERICKSON,HILMER Work Classification: Addition Job Address: 9495 BISCAYNE Boulevard Miami Shores Village,FL 33181 Phone Number Parcel Number 1132050070010 Project: <NONE> Block: Lot: 4 Contractor: QUALITY PLUMBING CONTRATOR Phone:305-821-0104 Building Department Comments In t r ants D Q°Z PassedL) r b , � Failed 06 Correction _ C' Needed (� Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Monday,February 6,2006 Page 2 of 2 � � •� • i i i i • i•i i.• •• • • • •• ••• •• i•i • • • • • ••• • • • i i �,° •• • • • • • • 0 •• • • • ••• • M I A M r D MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 R"'VI 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 (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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series HS4700 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT:Drawing No.W02-07,dated 01/21/02,with revision A dated 03/14/02,titled"HS- 8700 Alum.Horiz. Sliding Window",sheets 1 through 5,prepared by Al-Farooq Corporation,signed and sealed by Humayoun Farooq,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 02-0227.05 " . Expiration Date: April 11,2007 Approval Date: April 11,2002 Page 1 4M IN bpm - 1 " U Py --i-L-,' ,_ g-L, J 1 9-5 2406 4 1/2- FALSE HUNTINS •�� ~ 5 3/4'MAX. TYP. 14 1/4' SURFACE APPLIED HEAD/SILL CORNERS MAX. t1PTIONAL A SEE CALSHEANCHORS 3 O FOR TYPE 6 SIZE / .. ;/ " Tt 4 cyQQ II ,'y' eFOR XO OR OX SIZES VENT AND O �O ==�T===';TF=- '_[ --=ila - FIXED GLASS TO BE EQUAL WIDTHS •• APPROVED CONFIGURATIONS •� r �. L THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CAGE 1994 EDITION FOR MIAMI-MADE COUNTY OR 2001 FLORIDA BUILDING CODE. 32 1/8' 32 1/8' ALSO FOR WIND LOAM AS PER ASCE 7 USING CPONDING LOADS. O.L OPG. D.L. OPO. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 38 3/8 i5 LOADS TO THE STRUCTURE WIDTH 3. ANCHORS SHALL BE AS LISTED. SPICED AS SHOWN ON DETAILS- VENT y^g 72' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ?S WINDOW WIDTH DRESSING OR STUCCO. fA b TYPICAL ELEVATION 41 U TESTED UNIT ny 1/8"ANNE4LED GLASS $ Z yt 1/8'ANNEALED GLASS 1/8'ANNEALED GLASS .015'ADHESIVE BY S.I.G. 1/8' HEAT STREN'D GLASS 1/8• HEAT STREN'D MASS 1/8'ANNEALED GLASS m b i�S 090 INTERLAYER 090 INTERLAYER 070• POLYCARBONATE 090 INTERLAYER 090 INTERLAYER 090 INTERLAYER S �{ • SAFLEX HP BY SOLUTIA SAFLEX/KEEPSAFE SAF-GLA: DUPONT BUTACRE PVB SAFLEX/XEEPSAFE DUPONT NTTACITE PNB • F •.• ...... 1/8'ANNEALED GLASS 1/B'ANNEALED GLASS 013'ADHESIVE BY S.I.G. 1/8'HEAT STREN'D GLASS 1/8'HEAT STREWD GLASS 1/8'ANNEALED GLASS • .• . .... SILICONE SILICONE 1/8"ANNEALED GLASS SWCONE SILICxLE • •••••• SCHNEE-MOREHFAD 5731 SCHNEE-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 SOMI-MOREHEAD 5731 SCHNEE-MOREHEAD 5731 • • • DOW CORNING 899 DOW CORNING 899SIUCONE DDM CORNING 899 DOME CORNING 899 DDI COMM 899 :0006: TT+EICO SPECTRUM 2 TRE11C0 SPECTRUM 2 SCHNEE-10REHEAD 3731 TREM0O SPECTRUM 2 T SPECTRUM 2 TREMCO SPECTRUM 2 • • • ... DOW CORNING 8 • • TREMCO SPECTRUM 2 • • g •.• :....• a Is- TYPE of as m m • s .. • GLASS TYPE 'A' GLASS PYPE 'B' GLASS TYPE 'C' GLASS TYP 'D' GLASS TYPE 'E' GLASS TYPE 'F' LAMINATED BY 'ARCH ALUMINUM' LAMINATED BY 'GUARD LAMINATED BY 'SECURITY IMPACT' LAMINATED BY 'ARCH ALUMINUM' LAMINATED BY 'GUARDIAN' LAMINATED BY 'ARCH ALUMINUM' tt qr.GIV Y 1 a I GIAZING OPTIONS s LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE NOT REQUIRED FLA. PE f 16557 SEE SHEET 2 FOR CAPACITIES Acomplying Flom dt Code �*A b Du '1�" p2. �� Browing no. �, W02-07 Sheet 1of S pri- DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPE 'A'GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE WINDOW DIMS. A 3/16" TAPCONS 3/16" TAPCONS 3/16" TAPCONS 1/4 TAPCONS 3/16' TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS-3/18" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) tNT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INi.(-) EXT..0 950.0 x , , 24" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 36" 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 yi I 48' 24' 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 O 80" 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0_y 72' 6 70.0 70.0 80.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 O 24' 4 70.0 70.0 60.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 g 38' 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 Bd.O 80.0 80.0 80.0 50.0 80.0 80.0 cr O a Q. 36' 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 M. 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 - 72' 6 70.0 70.0 60.0 60.0 74.8 74.8 74.8 74.8 70.0 70.0 70.0 70.0 80.0 79.3 80.0 80.0 74.8 74.8 74.8 74.8 24' 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 38• 4 70.0 70.0 60.0 60.0 80.0 79.3 80.0 90.0 70.0 70.0 70.0 70.0 80.0 79.3 80.0 80.0 80.0 79.3 80.0 80.0 48' Q. 6 70.0 70.0 60.0 60.0 80.0 89.3 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 89.3 80.0 80.0 60' 6 88.2 66.2 80.0 60.0 66.2 88.2 66.2 88.2 70.0 70.0 70.0 70.0 80.0 71.4 80.0 80.0 86.2 88.2 88.2 88 2 72' 6 54.8 54.6 54.6 54.6 54.6 54.6 54.6 54.6 70.0 59.3 70.0 70.0 80.0 59.5 80.0 80.0 54.8 54.8 54.6 54.8 24" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 36• 4 70.0 63.5 80.0 60.0 80.0 63.5 80.0 90.0 70.0 63.5 70.0 70.0 80.0 83.5 80.0 80.0 80.0 83.5 80.0 80.0 48' 60' 6 70.0 70.0 60.0 60.0 78.8 71.4 78.8 78.8 70.0 70.0 70.0 70.0 80.0 71.4 80.0 80.0 78.8 71.4 78.8 78.8 80" 8 52.9 52.9 52.9 52.9 52.9 52.9 52.9 52.9 70.0 57.1 70.0 70.0 - - - - - - - 72" 8 43.0 43.0 43.0 43.0 43.0 43.0 43.0 43.0 70.0 47.6 70.0 70.0 - - - d 28-1/2• 4 70.0 70.0 80.0 BQ.O 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2 M M 37' 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 # S3-i/8" 26' 6 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 $ z g 74" 8 70.0 70.0 80.0 80.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.Q 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 o ~1 :000" 26-1/2" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 s F, 2 000 es 37" 38-3/8" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 0 53-1/8- 6 70.0 70.0 80.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • ••i• •0 74" 6 68.7 88.7 80.0 60.0 68.7 66.7 66.7 88.7 70.0 70.0 70.0 70.0 80.0 72.4 80.0 80.0 66.7 86.7 88.7 88.7 • ••0 •0:• • • 26-1/2" 4 70.0 70.0 60.0 60.0 80.0 90.0 80.0 90.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 :00• • 37' 4 70.0 70.0 80.0 80.0 80.0 73.2 80.0 90.0 70.0 70.0 70.0 70.0 80.0 73.2 80.0 80.0 80.0 73.2 80.0 80.0 • • 0 • SO-5/8' ••• ••••• 53-1/8" 8 70.0 70.0 60.0 60.0 73.3 73.3 73.3 73.3 70.0 70.0 70.0 70.0 80.0 78.5 80.0 80.0 73.3 73.3 73.3 73.3 • • • • • 74' 8 50.5 50.5 50.5 50.5 50.5 50.5 S0.5 50.5 70.0 54.9 70.0 70.0 80.0 54.9 80.0 80.0 50.5 50.5 50.5 50.5 04 • • •••• ••••• •• ••.••• 26-1/2" 4 70.0 70.0 80.0 60.0 80.0 82.1 80.0 90.0 70.0 70.0 70.0 70.0 80.0 �.0 B0.0 �.0 80.0 80.0 80.0 80.0 0 • • • • • 37' 83' 4 70.0 58 8 80.0 58 8 80.0 58 8 80.0 90.0 70.0 58.8 70.0 70.0 80.0 58.8 80.0 80.0 80.0 58.8 �.d 80.0 • 53-1/8" 6 63.8 61.4 80.0 8D.0 83.8 81.4 83.8 63.8 70.0 61.4 70.0 70.0 80.0 81.4 80.0 80.0 83.8 81.4 63.8 63.8 • • • •• • • A = NO. OF ANCHORS PER HEAD & SILL • • •• ••.••• 8 THESE CHARTS ARE FOR FRAME SILT. WITH ADD-ON RISER y� FOR STANDARD SILL LIMTT EXTERIOR(+) LOADS TO 70.0 PSF rAm 7 ..�•�91E8 N FLA.PE E !8557 0 App as eemPiytst{w th the ----�- rbrWA4811 cede z a 1 5 2002 � Ij mbma hudeqRcupd drawing no. W02-07 sheet 2� 5 IYPICAL ANCHORS WOOD BUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAINr'SEE ELEV. �t�V METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN.THICK) LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER STEEL: Fy - 38 KSI MIN. THEM TO THE BUILDING STRUCTURE. IBY ALUMINUM : 8083-15 MIN. WOOD BUCKS z a TYPICAL 0� TYPICAL ANCHORS: SEE ELEV./CHART FOR SPACING 4 ° /18•TAPCONS �r Ff INTO 2BY WOOD BUCKS OR WOOD STRUCTURE .. 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY p4+tl --� 11 AWL1-1/4" MIN. EMBED INTO MASONRY OR CONC. U O 1 18 ,3/16• �IIIFI EX SEF DTBLNtiSCREWS cr •\ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) o .a So _� 7 A ]f4" TAPCONS dTiy PITO 20Y WOOD BUCKS OR WOOD STRUCTURE 2 18 1-1/2" MIN. PENETRATION INTO WOOD I THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY OR CONC. 1i nil 1 FLEX CCI F M I INT; SCIIEWS INTO METAL STRUCTURES (1/8' MIN. THICKNESS) SURFACE APPLIED FALSE MUNTIN INTI OPROVED MULLIONS (NO SHIM SPACE) OPTIONAL O SEALANTS: u Q•' I I FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. znn 75 g Z V W ao r4i� •••• ee• • SEE CHARTS • i 2 14 ON SHEET 2 • • • •••• :*Soo • ••• ••••• • :4 a • • • 3 3/18' RIVET n • a© • •_ (1) PER CUP _ _ N . • •• • • zsoo, • • g . .. ° • �j �� b'1RUCTURES a ax PE j INS? 0 4 Rw�L Approved as lwspiymg wltb Me /AT7 /8'X 1/4'WEEPHOLES TYPICAL ANCHORS TYPICAL ANCHORS I 260 cod• b 3-1/4` FROM EACH END SEE ELEV. FOR SPACING 2 BY SEE ELEY. FOR SPACING NOA9 drawingno. W/ PLASTIC BAFFLE w000 Nino On"ey!? w02-07 EW I STANDARD FFRAMF SILL WITH ADO-ON RISER gy UMIT EXTERIOR(+) LOAD TO 70.0 PSF sheet S of It= PART! QUANTffY affiCBWMN MATERIAL M M./SUPPLO;R/BElt M 1 L-7703 1 FRAME HEAD 8063-75 - ' 2 L-8701 1 FRANC S51 8083-T8 - 3 L-8703 1 FRAME JAYS VENT 8083-75 - 4 L-7701 1 FRAME JAMB FO(ED 8083-75 - 5 L-7704 1/VENT FOLED RAIL 8083-T8 - Q ¢M 8 L-7705 1/VENT VENT MMTING RAL 8083-T8 - 7 L-7707 2/VENT TOP AND BOTTOM RAO. em T8 - 8 L-7708 1/VENT JAMB BTEC 8083-TS - 9 L-7708 AS READ. OIAZM BEAD 8083-75 - fill �d 10 L-8702 i SILL TR409 MSERT 806345 - p n 11 L-8705 1 SILL REMMING CUR 3-1/4'LONG 8083-T5 BEIAM FIX.NYC. RAL V 12 L-71439 2/VENT VENT LATCH 5083-T8 AT 8'FROM ENDS 13 L-7323 1/LATCH VENT LATCH SIMIG Sr.STEEL - O 14 L-87o8 1 SILL RISER ADAPTER 5083-75 OPTIONAL •OD TYPICAL ANCHORS 15 FS-008 AS REM. FRA1Ri/VENT ASSEMBLY SCREWS - /8 X 3/4-P.H. PHILLIPS MIS _ SEE ELEV. 18 - 2 FIX.RAIL S01 SCREMS (SLL END) - /8 X 2-1/2'P.H.PHILLIPS SMSW v 1/�4-MAX 17 L-7531 AS REOD VENT JAWS PAL WWRIPPING VINYL 1/4'MA.RU r7 N I snw to PMS-003 As REM FIN SEA.WEATHERSTRIPPING - .187-X.210-(7820-41001-9) �i 19 PMS-005 AS REM FIN SEAL.MEATHERSTRPPM - .187-X.350'(7834-8001-7) 20 PMS-DOB AS REODFIN SEAL MEAT ERSTRPPNO - .187-X.310-(7930-8001-8) q 21 L-7718 AS REQD. GLAZ9O SED MOO VINYL }dV-o10 22 FTC-044-1 1/WEEP SAME NYL(NL tf 23 2/BAFFLE BAFFLE SCREW 16 X 3/8'PH SMS .. 24 - 25 HC-040-1 VENT vENr ROVER AND HOLD PLASTIC AT FJ1CH Elm 3F M M M 8 2E VENT WIDTH • n 00.0 0.00•• MY • O.LO. 1/4-SHIA WMB VMS • j7 q poses •• 2 BY My MAX %4 • 0000•• MOOD BUCK 12 :.r.7 • • • • TYPICAL ANCHMS • •••••i 4 ° SEE ELEV.ci • • • •••• • • ••• 0000• • • • 0000 0000• 0000•• 19 ;-"' • •• •000.0 17 8 9 d ° i • ••• • • < .Q. • •• 0000•• -�� EEN OPT. • • • • =•x s:«N r. Fe{ YOLW F a F EXTERIOR 1 •=` •a•„ WINDOW WIDTH F�7 � OXLAYOUT Approved in c•mplTim with dw OPPOSITE DMS BuM ite� ade 2 8 NOAp - drawing no. IMIloml Deck W02-07 sheet 4of 5 an 2.643-7 1.265 .068 L439 334 1.375 .773 0 1S �° TTP. � GLAZING BEAD is N L094 W-1�3 VENT TQP/ OA1 RAIL �4CL �� w O n FRAME HEAD TYP. L013 12M m O m -� .m 1.094 1.395 L914 ; O 1235 907 i f '� I VENT LATCH � �y .090 062 8374 I FRAME TOP CORNER 2416 am TYP. JAMB SOLE 312 1250 —� 1� ��96 a �— o L075 1� SILL RISER is v FRAME SILL I 1� � TOP/BOTTOM CORN 093 ^ 4�i � �M M 804 L201 Z 11 .349 k-18&9 MEETING ROIL °j o •••• SILL TRACK 82&9 • ••i• •• •••••• 39g 1149 �'/ • • • • • *00 L �4 � , 1 1.?94 � • • • --.e � • • • ••• 0000*0 I+ • • • .754 L304 • • • • SILL RETAINING CLIP FIXED MTG. RAIL i • •• • • 8.000 .844 • • • • FRAME BOTTOM CORNER • .068 .062 TYP. L619 TYP. !w � FARWO •� 8 713 8.776 2713 FU. PE#18667 q CC 1 AWwed a3 c=*Wg wits the 1.237 L094 18 a Z� NO l{ t3C2 8 1 -L9 i Browing no. .750 FIXED MTG. RAIL CORNER W02-07 FRAME JAMB VENT FRAME JAMB FIXED wheel 5 of S • s ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• M I A M NDAIX MIANII DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (N" Lawson Industries,Inc. 8501 N.W.900'Street Medley,FL 33166 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(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurancepurposes.H 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. 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"La Porte,Aluminum Ontswing French Doors-impact APPROVAL DOCUMENT:Drawing No.FD-2003,titled'La Porte-Impact",French Outswing Door",sheets i through 4 of 4,prepared by the manufacturer,dated 12112/02 last revised on 05/03/04,signed and sealed by Thomas L Sotos,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 no or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of tris NOA shall be considered after a renewal applicattion'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 manufacture or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#03-0219.01 consists of this page 1 and evidence page E-1,E-2,E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Herminto F.Gonzalez,P.E. NOA No 04460 M " . Esphudon Date:June 05,2008 ® Approval Date:August 05,2004 ` Page 1 . . ... . . . ... . . . . . . . . . . . . .. 000 . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . ... .. Lawson Industries.Inc. NO-TIM OF ACCEPTANCE:EVIDENCE SUBNIITT . A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.Fwow,titled"La Porte-Impact",French outswing Door",sheets 1 through 4 of 4,prepared by the manufacturer,dated 12/12/02 last revised on 05/03/04,signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 j 6)Forced Entry.Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswmg French door,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI4U2-1253,HETI-1726,-1728,-1736,-1742,-1763 and 1765,issued on 01-14-2003,signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted under NOA#03-0219.01" 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI4)4-1377,issued on 03/08/04,signed and sealed by Rafael E.Droz- Seda,P.E. 3. Test reports on 1)Uniform.Static Air Pressure Test,per FBC,TAS 202-94 2)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked up drawings and installation diagram of aluminum outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-04-18979,issued on 03/12104,signed and sealed by Rafael E.Droz- Seda,P.E. 4. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-04-1896A,issued on 03/10/04,signed and sealed by Rafael E.Droz- Seda,P.E. 9 Mwininio 17.jonzab4 P.E. Dhvctor,Product Control Division NOA No 044W.04 Expiration Date:Jane 059 2008 Approval Date:August 05,2004 E-1 • • ••• • • • • ••• • • •• • • ••• ••• ••• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• L8wsOn Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBNECrrF.D S. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outsWing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-04-1896B,issued on 03/10/04,signed and sealed by Rafael E.Droz- Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis,dated Feb. 11,2003,revised on March 14,2003,April 21,2003 and May 09,2003,prepared,signed and sealed by Thomas J.Sotos,P.E. "Submitted under NOA#03-0219.0.1" 2. Anchor Calculations,ASTM-E1300,and structural analysis,prepared by AL- Farooq Corporation,dated 06/03/04,prepared,signed and sealed by Thomas J. Sotos,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-1204.01 issued to E.I.DuPont DeNemours for "Sentry Glass Plus",expiring on 01/14/2007. 2. Notice of Acceptance No.00-1212.0403 issued to E.I.DuPont DeNemours for "Dupont Butacite PVB",expiring on 12/11/2005. 3. Notice of Acceptance No.0140205.02 issued to Solutia Inc.for "Saflex/KeepSafeMW',expiring on 05/21/2006. 4. Tensile test reports No.HETI-02-TO90&HETI-02-TO95,both dated Jan 13'x, 2003 per ASTM E-8 for aluminum frame,issued by Hurricane Engineering& Testing,Inc. "Submitted under NOA#03-0219.01" 5. Tensile Test prepared Hurricane Engineering&Testing,Inc.,Test Report No. HETI-04-1208,dated 05/26/04,tested per ASTM E 8-01e1,signed and sealed by Rafael E.Droz-Sella,P.E. F. STATEMENTS 1. Statement letter of product conformance to FBC and"No financial interest"to testing Laboratory,dazed February 10,2003 issued by Lawson Industries,signed and sealed by Thomas L Sotos,P.E. "Submitted under NOA#03-021941" Berndulo .Gonzalm,P.E. Product Central Division NOA No 04-0607.04 Expiration Date:June 05,2008 Approval Date:August 05,2004 E-2 .•. . . . ... . . . . ..• • . . . . .. . • . . . •.• . • . . •• . • •• • • • • • ••• •• Lawson Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 2. Laboratory compliance statement,part of above referenced test reports,issued by Hurricane Engineering&Testing,Inc. "Subedited under NOA#03-0219.01" 3. Statement letter of code compliance,dated 06/04/04 signed and sealed by Thomas J.Sotos,P.E. 4. Statement letter of no financial interest,dated 0/04/04 signed and sealed by Thomas J.Sotos,P.E. G. OTHER: 1. Test proposal dated 09-19-02 approved by BCCO. "Submitted ander NOA#03-0219.01" 2. Notice of Acceptance No.03-0219.01,issued to Lawson Industries,Inc.for their La Porte-Impact",French Outswing Door,approved on 06/05/03 and expiring on 06/05/08. 3. Letter from consultant stating that the product is in compliance with the Florida Building Code(FBC). H wn"o F 0=81954 P.E. Dhveter,Product Control DhWon NOA No 04.0607.04 Expiration Date:June 05, Approval Date:August 05,2004 E-3 38 Wr U9 M Max LWt Widft n 97 1t �7 �^� 9=R= MK= &MOLMM PANSL9 (1486 EIMATWXSQ i>m[I Dsi'6 ren 3 Di aoA 8®u8ms $• QIIALDd7B6 UN1T8 RUTH AND WEMODT =MR= 1 L-901 LII-098 1 FRMS HEAD 6963-T6 ALUMINUM _ S. MAR FRAM sm 146 1/8'w. %95 3/41h• OIIO 8 L-9M LD-097 1 FRAME SILL 6063-TS ALUM" A ( • / I 4. 68T &INT FAUM COLMU&NUN=APPLM ►/SMOMM 3 L-9o3 LII-M 2 FRAME JAMB 6063-T6 ALUMINUM Y. 5. QUUK= DAY SDQOLS OR DOME WM SO25* BAGS 4 L-994 LII-096 2 SEEM=JAM8 ADAPTER 6063-T5 AURUNUM MaR DAYLiTB DPBNatG 1fIDTH = s5 e C 7). NAR DAY= OPEWO NEW e< 8S 1/8" 5 L-906 LV-09P 2 x panel PANEL TCP L BOTTIDM RAIL 6063-%ALUNOWN �/ ( 6). MM UWASON AT BHBBT$44 FOS MAX ANCHOR SPACM 6 L-907 LII-091 1 x pend! FII STILE 6063-76 ALWI6UM 9). ALL DHB[MONS SPSCMM ARS 1N RNME 7 L-90S LII-094 1 x W*I LAIC SIIIE 6063-T6 ALUM" 1 8 q 10). NO SORWANB MWTrM ASB S MMM 8 L-909 MJI-095 2 x penal Tw i BMITTam RAD.ADAPTER =63-T5 AUMINMI o A @lam bv 1h mant - "s" s L-911 La-DBS AS RWJ v4 RM 04D N.UML BEAD-7/16• 6063-T5 AUUIBMI EM assefnpm DSidTL 10 L-912 LI1-087 As RFA'D 1/4 Mm ALUM. As-3/8' 6063-Ts N 4M0f6M1 3 3/16•Afewted U FD-6E4-2 L-908 R x P"A HAZE LFA ASSEMBLY 6063-73 ALUMINUM $ BDTTDM 8 .0W SGP LKeNa 12 WS-= ■ RECII KUVDITL VTS'P. Teen Plastica Ca 03286 E I ( RATL® 3 3/16•hmdnta� d4ed� 13 PVS-DOS a As IEOD vTS'P.a TOP/lNnT.RADS FS-d8%'s x 210'h a D B WO/'Af _ 14 PVS-M ■ AS RM VTVP.8 FRAME HEAD 6 JAMB Sdt"g PB-d9r%X-'W% 15 L-W LII-09 2 x pdewlSTRM l�T9G PLATE 6063-T5 ALIMM" 16 FD-W FD-0" 2 x pant STRIKER PLATE 6063-TS ALU XNN "X" ELEVATIDN " 17 FD-631 LII-086 AS t CM AZB�i ADAPTER6963-T6 ALUM" VB LrMtn 18 HC-ODI. N•-55M 2 x Pmud DELTA Fl.11.SH BGLT a!Tap 6 BDRI!GF L=X STUD 73 5/16'Mex Unit Vldlh —�`� 1�� Mex Unit Vlalqh a810' 19 FD-M-2 NC-024/025 1 SET BOR LUCK/DEAD MILT SET KVA(MT-SwIts 690T LUMBO 't > A 1 II< �^ox s I 0 A LsDD106ted Om by&_&Ua - 20 FD-621-eHC-024/OEi 1 SET DOOR LMX/NO Bm.T SET SCHLAGE-Sdrks F835D IXfI®0 tt®N DSR D83led S6 21 FD-621-2 i1C 4/025 1 SET Det LMK/DEAD SET DEFIANT-Sends 8Z CMW E 1 Mr Heat- !Dass Be ■ FS-M AS REWL I Frans buftL Smw-Head 1/4•-ELCO TAPCON t Sed NotW / I Mex / I 2 Aw Saflex PVB bdoftw 23 ■ FS-035 AS.REM Frww bwto&Saw-JaFftr Nt v41-ELCO TAPCII Con Nates) 3 1/8'Heat- Glass aer 24 ■ FS-026 8 FRAME ASSEMELY SCREW 412 X 3/41 PH.-PHL B P C D 8 •Leper•DOPAC!1PeM>Id15I ODI8D0UD DOOR-DISM WAD1'$en E5 ■ FS-= AS ROM JAMB ADAPTER SCREW 010 X 3/4•P!L-PHL 26 FD-= aE-= 2 x wA MLLLM CLIP-1 1/2'x 1 1/2' 6063-TS AUMB0M1 PAM N=SB IMP EP(Po 3E q H • FS-IM1 X CLIP •lr CLIP SCREW 1/41 X 8 1/r TAPCpHt ash •A" 28 1 ■ FS-049 Z/PwA DmMe N@N AsswAy Swed 3/8'x21/41 Hex Scree 6 Nut TODIs•»�'• / 40H" =R• 29 ■ ■ AS RER'A NEUTRAL CRE SD.=K SM-5731 101/41 5 4_86D U 3/16• 1768 176D 30 ■ ■ RED'UL NEUTRAL CURE SD.ICIE Dow CGrr&Q 899 _*0060 16 v4• 5 ±BBD 17 3/16• +76.0 +76A 32 ■ ■ ROM La 22 v4• 77• S ±86D 83 3/16• ±78.0 ±76A 31 ■ ■ AS�a NEUTRAL CARE SD.iCIE Treepo S-S� •••• Soso** rdrmted Glass sw PD i - Plus • I I � 291/4- OM 5 ±W 29 3/16• ±760 .760 33 ■ ■ REWL Loremted Qass on Pg 1 -PVB •••••• '• a D I I 30 v41 5 + 31 30m, + +76A 34 ■ ■ AS RE8'D. Leninnted!lass we P&1 S'fUWX 00000* g 34 1/4• 5 .569 353/16• +76D ±76A 35 1 ■ FS-043 9 6LAZ=ADAPT ATTACK SCREW 68 7PVV4'11 -,PHM • • • 10 v4• 6 486,0 U 3/16• ±76A V" 36 ■ NC-004 2A%nt Pant Asey Ful Lenght Rod Rad,Plata.FIWppB out :0000: 1�E 16 v4' 6 -*M 17 3VN6• +760 17" 37 ■ FS-M 8 HIKE ATTAl10ENT SCREW 010 F 4•PIS/PIO • "XIC" ELEVATIDN "OX" ELEVATIDN N �T 22 v4• At' s aB60 23 3/16• +76A ±76A LWDDIETIDNB. HOLE ••••• n6M 3e ■ FS-04a 12 SDmiTE ATTACHMENT SCREW 610 X Y PM/PHB..-a7•aC MaxJ • • 145 1/B'Max Uedt VMdth 28 v4• 6 f8G0 29 3/16' +76D +76D 39 ■ NC-= 6/Ju& v8•DEA H OLE-NYLON PLUG 00090 30 v41 6 +SU 31346- ±7611 Vu 40 ■ MIC-007 2/Pant 7/8•DIA HIE-NYL 13N PLUG MERWUSVM#68WO972SWO• 6960:9 34 3/4• 6 im 35 3/16• +760 76A . < nax�I I( nax1j 41 ■ HC-010 1/�LT FLUSH Bt1T'NYLON SIU.PLUG • • .. •OPEIME PANEL MOIST MEET APPIU MI.E PER BUUMIO C= 42 L-913 LU-086 AS RECD 1/2 MW FALSE ALLK MMRIN Goam • •0 PARSONEBB IMMMES;OF A1Kpi0R8 AT FRAME JAMB. 43 AS REIM BMT FALSE APPLIn MNNCTIN Ler X AW SIMX ALOM MNOTEM • •••••• i THIS N�ODUCT is W==AS PER 3001 FLORA MMALOUKN COO. 44 1FD-623 AS REM FRAME HEAD SHEAR PLATE 75 -47i••••• I Mete MAlftibMkft OFSS� 1MIS OF ASTM-E1300 AS PER GMIER P24 OF 45 L-916 LII-117 AS RMFRAME LOW SILL-GPTMMAL 6063-VOOL MOMMN •••• • • C MOOD B11OM8 SY OTHERS•10!87 K ANCHO W EKY TO TRANSFER 46 ■ MC-M 1 TWO-I4aNT FLUS BOLT LSC t FOR /i, LOAD tb THE SDRICIIII�ANCHM MOIL BE AS L�IED, 47 ■ FD-627-1 2/Ponel FLUSH ULT GIDOE AIKiLE 3•x 3•x!v2'x 1/B'AWM AI6A.E E911TO BASE MAIEILAL BNNI.BE 48 ■ ■ AS RE9C Jo9rt Sen1aM-White Cola ed 'PurNs Co.-Super Set U ®6 OR ANCHOM OR D CDNwnm APP MOT s Hm Ut THESE OLTANS Q D 6g o BavitOn Nafem f I LW-# edWS ON 8501 NW L90th SL OR �eD1 end P� MEDLEY, FLORIDA 33186 J_LI 1q Iodk 6/08/06 (305) 696-$860 '�`"® MUMWAM M9 OF 8 UMff ALMMM N WOM AIM GUM DOOMS _11mt I B �APPWVALS MOW Hare sum es,ee aA�w 1 or 4 '`°" N z °a o04 "La Porte" Impact" French Out—String Door "OXXO" ELEVATION Am, iH1,, Dx�edie D.b AVEMPAr APPROVED CONFIGURATIONS I wM nA '''`° 2RM� >�»� s A>da"x•. '"'o"' FD-zoos ` 1I/ ELca Tp�P�fXp1N V/ N >�LGV Fait SPACDO 1/4' EI.CO TAPCDN W/ 2 x (P.T.)WMM B= MTEBIOR SIDE (SEE eUN%3%SPACD(O 1/4'MAX SHIM TYP. d 3 4 3 LACK STILE 3 3 .:. ,)AMB MULLION 19 0 21 15 18 MULLION4 JAMB 38 8 1712 8 Active 7 46 ctive 7 6 8 5 � 17 Stdeute I 39T 38 17 I I 12 SIdelft 12 3 :r 1'MLV TV �. a DLO Wldth i^i -7 I 14 IFF---Pnnel Width B 11 35 E 12 9 10 11 27 14 9 t0 14 1 �, MTYP O T O 1/4• MAX SHIM L IDH 1 ' M EMBED EX'EBIOR SIDE TYP 145 1/2'M•x Urdt Wrath •; 1/4' ELCO TAPCTIN W/ DWALLATION FASrl'ENF.R.q NOTE: PSIde (2 Par•. >� pS�wrine ` •r Na ma W. 1 1/2'MIN EMBED. '1X R11CM' MMIMIIM RECIUMM Fp_eT�B LENGTH �C 33 13/16' etnx A t 35 3/16' hmx a.. ITP. .w�<nyy(SEE NOTES FTDt SPACING 1tEA0: 1 4' X 3 1 2' Lon TAPCON —J- �. 1r.. .�. �:�.,.:a{ �x SILL: , 4' x 2 i1" Long TAPCON51 ( JAMB: 1/4' X 2 3/4' Long TAPOON MDV EMBED TYP MWD& 1/4' X 2 1/4' Long TAPCON r *2X MIGIC MINIMUM REQUIRED F creuca t FN= ^ Mox J— HEAD: 1 4' X 3• Long TAPCON '� SILL. 1Y' x 2 1/4' Long TAPCON 1 1/4' MAX SHIM TYP. JAMB: 1/4' X 2 1/4' Long TAPOONC D / E \ D C •••• HEAD MULLIONS Ile X 2 1/4' tong TAPCON N .. A/1 /�f% ��% �� • ••••• •••••• O • NOTE: ALL FASTENERS ri/ 1 1/2- MM" F g i t§ *s z / \ • • • • •• A 13 2 a�y Active InetCtive •• e 12 1/4" OM TAPCON – FASTENER ALLOWABLE LOAD zH ••so:* Fy MN = 1.58 X 10-5 PS � � dC •� •• .^. • • 5 Lis Fu MN = 1.80 X 10-5 PSI Mj �3 n ` / •• • •• i••••i (8BB IDliYATION AT 88W B of 4 FOR C /��••• • •• ♦•:••• ANCHOR MAX SPAa=AND IOCATWU 31 Sidelite I • ••• ••••• •ALL TdMXIN I 'L' ARR LOIN � � • 0000:0 9 10 —VTGLASS 8 w 1 _ •• • • "OKICTUVan MW fees *so*: '�4j EXTERIOR SIDE 1 BVTE&tOR 3D)E a 214'� n3 4'- "'F' •**so • °Q10t* T 4 asa' fasi392/4' • va' a • B3� u •• �� •••.•e • • oma•amp ee.�O •• • $ VIA Some ane3aa•madam at lama a:am 2 DMdmS "OXXO" ELEVATION 13 12 FL IdC. g 8501 NW 9ft SIL �AM auandNO 9000 l�dnt MEDLEY, FLORILA WS DA 33186 loot 5/os/oa +.,."., t (305) 696-8660 SILL '`Nf 9h +. t JlfdlvmUMMU OF OYlttsr AZMMVW WMVWS AM sLss BMW !�'•;.L .'�:,; '•..� w'. BMW Racer Asa blame nos "� ..' APPROVALS aatmarW ease mw• Oprl' i�}XM 00� 2 1 +:.1 MINS ED """ Nalson Uraso °s o 54 "La Porte" Impact" French Out—Swing Door 41 TTpAPP=W/ „.., .,t a'm°°.ala Lam Mme X18 m oB (SEE DVAUA%NOTES FOR SPACM DA N0793D " mewev FD—TOAs MWA" aaaoku r..e� SEE1I/4• �TpA�INXIN, W/ X1/44' ELCD TAPCLIN W/ SEEvSES FOR SPACING 6y WSPACIW IIITERIOR SM RUESIOR SIDE ':'•. 3 LOCK STILE •• "' 3 .� JAMB 19 0 21 r�• :'. •.. JAMB 19 0 21 JAMB LOC STILE '.�,;•. 31 8 1 7 7 g .',+:•r~• ' Active ;. :�: :�: `+ 65) Active T Inactive L•• 71 12 o � o 0 0 0 .. UNIT WIDTH UNIT WIDTH E>iTERIOR SME 5 EBTEM2 SIDE INSTALLATION PABTENERB NOTE• I/4•ELM TAPcma W a mot 1 D�e� •tx ZJW MIMMUM eEOtnem FAcMU I AMM V MIt EDGE DIST. i HEAD: X40 X 3 12" Long TAPCON TYP 1AWIN SPACM SILL. 1 e z 2 1 4• Long TAPCON •'r a• 5 JAMB 1/4" X 2 3/4" Long TAPCON L MIN EMBED t r>.4'•~ w ] y V MULUONS. 1/4• X 2 1/4• Long TSN TYP t a� .•►a'r"!Y?i w wwYiYwLw 1.; 2X BUCK• MINIMUM REQUIRED F1ER LENGTH 45 HEAD: 1 4• X 3• La TAPCON :. -� 12 1/ . Sett %LAMB: '%• xx 2211/4•�Long�N 1 1/41 MAX.SHIM TYP. +� OPTIONAL SILL �9�+ = MULLIONS: 1/4" X 2 1/4• Lang TAPCOM••• HEAD - s NOTE si FA5IENERS.w/ t•t/ • MI • QA&u 069#:9 •�X.d�,�'~•��i.`, �► °'1 ea EMBED .i�, • • O �U�4'rMM 4�PCOTL;V '% v TYP • • s • CSEE NIMEA2%FOR SPACINO RLWAnW ArOMM02 of 4 .00000 3g swoute LOCK STILE 3 ANMB YA& BPACOIG•AND IAGTMM W FLAT :z U 1 3 19 20 21 4000000 i 0 5 <6 Of ,mans, z�6 SUELtITU WITH THIS SILL TD X93 I/41 MAX FRAME HEIGHT. MULLIO ALL TAPCON I Alm •••••6 -�12 total per skf&U -•F ••• THIS TYPE OF SILL IS LDIITED TO+/- 760 p•f DEffiGN LOAD AND 31 7 '� g Fy MIN 1/4• EL.CO TAPCON= 1.LfL� 1�S-PSI ••• • MUST BE USED WNW WATER INFILTRATION IS NOT tE9LIRED OR THE 12 = 11��0LM8 PSI •••• 60900 ER - p• °� EXT O' IS PROTECTED WITH AN EXTENDED CEI DVC, 13t RMF MIN R R DWEa►M GREATER THAN mt EQUAL TD THE MONT DF THE WALL ISkteilte �•• •0 ease 9669:9 9 1 WHERE THE am IS DATED. Active IA001I♦r7' �•� • • �� • EXTERIOR sm AOR $IDE 9 10 12 0 •• i•0••a � 14 • 5 O 7 DidaNr • • 2 13 12 THOM J. 317M Rwhdon Not= ---J.- >Iz rac. ;a s•s 311;/03 ant LA / % �FL�owDA�331gs + Io•t a/004 (�S) 896-8880 SILL !('• :. H ght ':s• •. rexosacroaaa os QMWff ummvmt mvno>.s aem GLM tmORB �.•'.•�"` j•.'y L.•Ma a..'• ••i Drm o sure•ra.o Rat NN Qa<Y•.h l4a+t 8An• APP�vAIs DmAcr rsl�ta DooR sof 4 ITYPBED '"'" N•Isan Bta•o s'9s 94 "La Porte" Impact" French Out—Swing Door I/41 ELCO TAPCON•W/ Bs Lmy NM- c.a » >i$ os h RFAL 1 NOTES FOR SPACING) DA ''' ewe NO= �"'"' &WAb a AWAM FD-2003 "U*.g. /� I-----4.500--^I L750 4.346—---� 3 IDiA GL ~ ® I 2 33 34 I L750 125 4M em. 17 1 / .687 .065 � ' ,� FRAME HEAD SHEAR PLATS � FLUSH BOLT ,065 O #L-916 EnMOR SIDE INTERIOR SIDS 47 x-887 1 GUIDE I Lae O BEAD b25. f 4.Soo •so . roe 5 36 064 2 L250 Lei2 O FRAME LOW SILL13 12 000 .064 2 -� 136 (�) x #L-818 $� O su REM M OCTAL 9W AT SHEET 0 3 GF � FOR ADDITMNAL NOTES AND LDOTATUM 4 SIIZ slit height j O FRAME JAMB4300 #L-903 0211EL73 I r.214 1/4'E= TAFCW4 v/ 119 .730o FOR SPACM) 11 2A31� OPTIONAL - DOMLE BOTTOM IMNGS Lur RAM DEi'AII.A-meFLUSH BOLT 4M .063 © B 8 D•P& #HC-001 .072 4.300 ,�6-11F- r+». _ �— TURH 656 _ 1812 GLAZING ADAPTER LES9- 28 MULLION991 CLQ 9olatla •��•• •••••• _f 810 Typae 6', �'or'C' • • of • • • QUARTER-I--I 6 PANEL TOP 8t c'�k" � �� ! ww_ •••••• ••••i• O BOTTOM RAIL dAlID ADAPTER L625 MM wm;e O(1/4") Bin 4 �� GLA2DdG DE"lAn. • 6 0 • i••••i #L- - ••••• •••••• • • 811 ',— .••• .... ..... RAI,ADAPTER DONS ARR*4 W� • •s ••i••• tgL-� -- 1. SEE it WATIM AT SRRST 9 OE A LWB ANCR'OR••i••• •••••• .096 i O.C. MAIL SPAUM AND LOCATMM • :�K726 L750 :••�•� • •• �g I I� 074 ��11pp��gggOBCCi • • 00000 ••••• •••••• n ----}-.�8 127 L 1p®g t1�tNYr/��y • • •••• • • QUIETER ROUND • • • •••••• 10 (3/81) �D O PANEL RINGS ST1LS 4 •• • 600:6• • • OL-907 •• • 9L-eta �»-- —4187——_� 11 HDDGS ASBElIDLY DETAII, D SPD-884-8 0656 jr LAWSON MEDLEY FLORIDA . 7.073 68666 ei n/ o em I ipadnt 8501 NW 90th StL250 L7S0 Lock 5/08/04 8 (305) 896-8880 .04S umm /P ARROVALS At Rrr A"eabymrr FROIC6 OM 4 OF 4 Two I'D� O ROUND O Pte, LOM STUM N•''°��'°° 6 os o6 "Let Porte" Impact" French Out—Swing Door (+/- 78.0 �t DP 01 $OLT #L-819 = a r.}'•l :,.r•ti} Larry Mmes 16 18 DA a -1/4 tet " ° ° FD-2003 't0•�"`''�- . . ... • • • ••• .. .• • . • .• •• • . • ... • . . • ••. . • • . . . . • . • • .• • • • . . •. • • . . • . • . . • • . • . •• • . . .. ••. .• . ••• • • •• . . • .•• ••• M 1 A M 1-:D MIAMI-DARE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Lawson Industries,Inc. 8501 NW 9e Street Medley,FL 33166 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 (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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"PW 6200"Aluminum Fixed Window APPROVAL DOCUMENT:Drawing No.W02-55,titled"PW-6200 Aluminum Fixed Window",sheets 1 through 5,prepared by Al Farooq Corporation,dated 6/6/02,signed and sealed by Humayoun Farooq,P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman,P.E. NOA No 02-0701.01 CP Expiration Date: August 22,2007 Approval Date: August 22,2M Page 1 FALSE HUNTINS S 1/2'MAX 14' MAX APPLIED 310 F 2b43 FROM ENDS A NERD/SILL OPTIONAL &90 I 1 7Y�P X91 u .773 I+ p t GLAZING STGP (3/8' GLASS) i1 11 11 II It L309 0 u n u u FRAME HEAD/SILL a`` e ii ii %% /�� ii ii 93G .230 _2443 cr —Law its C3 ^8 tl 11 11 11 �� ,773 "2 o f LL----n__= .781 TTV.Br--- - =tom GLAZING STOP (7/18w GLASS) I _} t 6 70 13/18" NOM 1309 L THE is y WITH.THE NIGH Vaom HURRICANE FRAME JAMB aL oPG .. 74' ALSO FOR WIND WADS AS PER ASCE 7 USING CORRESPONDING WADS. ^ WINDOW WIDTH a WOOD BUM BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFERt TO THE STRUCTURE. e•Il�wi>It� TW CAL. ELEVATION a ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS. OZ TESTED UNIT ANCHOR EMBEDMENT DRESSING OR MEN�OTO BASE MATERIAL SHALL BE BEYOND WALL NOM M SCHNEESILICONE DOW CORNING M MOREHEAD 3731SIIUODNE SCHNEE-MOREHEAD 3731 TREMOQ SPECTRUM 2 SCHM-MOREKE40 3731 1/8"ANNEALM CLASS DOW CORNING 899 1/8'HEAT SIR. GLASS 3/18- FEAT SIR. GLASS DOM1 CORNING 888 Z tM • TRE1�0 SPECTRUM 2 TREMCO SPECTRUM 2 • •••••• A75'ADHESIVE BY S L0. .015'ADHESIVE BY S.I.G .013"ADHESIVE BY S.I.G. •••• •► •• 3/18'ANNEALED GLASS 1/8'HENT SIR GLASS 3/18"HEAT STR GLASS 070'POLYCARBONATE .070"POLYCARBONATE 070"POLYCAR80N11TE • • 0000 • 0000•• 080 PVB INTElMYER .00 PVB INTERLAYER �� 080 PLASTIC INTERLAYER • SAf-GLAS 30LM SAFLEXpmo%AFE SAF-GLAS SOLUTIA�M/ DUPONT SENTRY GLASS PLUS see* • • 013'ADHESIVE BY S.I.C. .015•ADHESIVE BY S.I.G .015'ADHESIVE BY S.I.C. •••••• 3/18'ANNEALED GLASS 3/18' NEAT SM GLASS 3/18' HEAT SIR CLASS •••• • • • • • • 1/8"ANNEALED GLASS 1/8' FEAT STR. CLASS SILICON 3/18" HEAT SIR. CLASS SILICON 000 • ••:••• SILICONE DOW C-MOREHEAD 3731DOW CORNINO 890 SCHNEE-M 'AD 5731 SCH NEE-MOREHE4D 5X6•• • • ••••• p SCGVEE MOREHEAD $731 DOW 899SILICONE DOW CORNING 8" Saxw'.INEE-MOFNHEAD 3731 SPECTRUM 2 SCNNEE-MOREHEAD 5731 SPECTRUM 200•• • • • •••••• G DOM CDRNING 899 TREMCO SPECTRUM 2 DOW CORNING 889 DOW COINING 899 • T SPECTRUM 2 �S TREMOO SPECTRUM 2 T SPECTRUM 2 •• • • •• 9 • • • 00660• U 1 t 6 1 � • • • •0600• • j 1 • 8 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLA33 TYPE 'D' GLASS TYPE if GLASS TYPE 'E2' r. Fu.Pa low GLAZING OPTIONS LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED SEE SHEETS 2 & 3 FOR CAPACITIES 41w.ZOd =ld; ; 5 1/2"MAX 14'MAX. APPLEAC �{ 310 �2b43 CPTIM FROM ENDS A HEAD SILL L-11 I I 7f w ""7 �1 ,� .773 h- �'Q I i �I C 11===i GLAZING STOP (3/8" GLASS) LS09 C �► 10f___ FRAME HEAD/SILL d .. 6 I t a %%�j[Uty��• �� I I Am V n O 2443 Mf O r• ===ir===fit==_tet===�t=== =__ L281W M II II II 11 II "t„ Q Typ I I i .n3 .062 Qa � .781 ' d II II II GLAZING STOP (7/18" GLASS) Im pill B II ;; II A08 70 13/18' D.L. OPG. L�THE 20011 FLORIDAO COMWITHKi CODE.THE HIGH VELOCITY HURRICANE FRAME JAMB 74' ALSO FOR WIND LOADS AS PER ASCE 7 USNG CORRE51PONVING LOADS. _ WINDOW WIDTH 2 WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRADER �� g LOADS TO THE STRUCTURE. v TYPICAL ELEVATION 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Wro � TESTED UNUNITD�RNG EMBEDMENT O BASE MATERIAL SHALL BE BEYOND WALL iIWAt EI �S 9 C M SCHNEE MONAD 5731SILICONE DOW CORK=899 SILICONE p� SCHNEE-MOREHEAD 5731 TREMOD SPECTRUM 2 SCHNEE 5731DOW CORNING M $ 1/8'ANNENM GLASS DOW CONING 898 i/8'HEAT SIR. GLASS 3/18'HEAT STI.GLASS 2 �•x TREMCO SPECTRUM 2 • $ � _ • •••••• .015'ADHESIVE BY S.LG. 3/18'ANNEALED GLASS 413'ADHESNE BY S.LG. 1/8' HEAT SIR.GLASS .015"ADHESIVE BY S.I.O. 3/18' HEAT SM GLASS •••• •I �� a • •• 070'POLYCARBONATE 070'POLYCARBONATE 470'PO YCARBOWLIE •••• • R'► •••••• .080 P40 WTERLAYER 090 PVB INTERLAYER 480 PLASTIC INTERLAYER • � SOLUTIA SAFLEK/KEEP E SAF-� 80WTIA SAFLEX/I�SAFE 7-� DUPONT SENTRY GLASS PLUS•••• :0000:• 415'AOHESNE BY S I.G. 015'ADHESIVE BY 5.14. .015'ADHESIVE BY SIG •••••• ••• • • • 3/18'ANNEALED GLASS 3/18' HEAT STI. GLASS 3/19' HEAT SM GLASS • • • 1/8'ANNEALED GLASS 1/8'HEAT STR. GLASS SILICONE 3/18"HEAT STP. CLASS SI.K:OI$ ••• • 419:9 SCHNEE •• SILICONE -NTNG 8 AD 5731 SCMNEE-MOREHEAD 5731 SCHNEEE-MOREHFAD SRM•• • • ••••• SILICONE DOW COINING 898 SILICONE DOW CORNING 899 SILICONE DOW CORNING 898 • • • SCHNEE-MOREHEAD$731 SCHNEE-MOREHEAD 5731 TI>EMCD SPECTRUM 2 SCH NEE-MOREHEAD 5731 1TLEM00 SPECTRUM 2•• • • •••••• TREMCO SPECTRUM 2 • DOW CORNING 898 DOW CORNING 899 DOW COINING 899 *41,941 • • • $ TREMOD SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 • • • • 1 • `� I I • • • C 1 i O I 11 1 � • • • •••••• 1 • I I I I I • GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E1' GLASS TYPE 'E2' GLAZING OPTIONS PE1; 6557 LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE NOT REQUIRED SEE SHEETS 2 & 3 FOR CAPACITIES 200 drawing no. W02-55 i 1 of g DESIGN LOAD CAPACITY - PSF V 9/18" ANCHORS 1/4" ANCHORS WUMV DDTS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE T' GLASS TYPE 'D' MASS TYPE 'EI'&'E8 GLASS TYPE 'D' GLASS TYPE '11'8'82 WO M LENOTM Off. (+) Mr. (-) EXT. (+) 1Nr. (-) M. (+) !HT. (-) EXT. (+) Mr. (-) Mr. (+) Mr. (-) EXT. (+) INT. (-) Ext. (+) INT. (-) 19-1/8' 65.0 65.0 86.0 88.0 73.0 75A 664 65.0 78.0 78.0 65.0 86.0 764 78.0 C 26-1/2' 65.0 66.0 88.0 68.0 75.0 78.0 MA 65.0 78.0 78.0 63.0 65.0 784 76.0 L L� 37" 26" 60.0 88.0 66.0 68.0 78.0 MO Bao 65.0 78.0 78.0 88.0 66.0 78.0 78.0 . 48" 65A 63.0 B84 66.0 7a0 78.0 88.0 65.0 78.0 784 88.0 66.0 76.0 7S0 83-1/8 BSA 65.0 664 SEA 76.0 78.0 86.0 66.0 78.0 76.0 65.0 88.0 784 78.0 ; ., W� �O 19-1/8' 86.0 65A BBA 88.0 78.0 78.0 63.0 68.0 78.0 78.0 88.0 65.0 784 78.0 ff�� 26-1/2' 65.0 66.0 SLO 68.0 75.0 78.0 65.0 65.0 78.0 78.0 B5.0 66A 78.0 78.0 C) 8 37' 38-3/8" St.9 61.9 68.0 68.0 78.0 784 80.0 OU 78.0 780 ou 88.0 78.0 78.0 � Wi 48' 58.7 88.7 88.0 88.0 78.0 75.0 60.0 80.0 784 784 68.0 86.0 78.0 780 Waft AND LENGTH OM0404 CAN BE OROVED 83-1/8 X X W.0 68.0 75.0 784 65.0 864 76.0 78.0 654 66.0 784 78.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. E: 19-1/B' 654 65.0 88.0 684 75.0 MO O.0 864 78.0 78.0 65.0 85.0 7" 78.0 26-1/2" 65.0 65.0 MA N.0 78.0 78.0 68.0 86.0 78A 76.0 Bao 65.0 764 7LO w 37" 30-s/8' 4a1 46.1 86.0 6B4 7&O 734 65A B84 Tao Tao 65.0 65.0 784 7aa 46' x x 58.6 88.6 680 Bag 6" BLO Tao 65A 88.0 88.0 MO 780 83-1/8 X X X X 64.4 64.4 834 85.0 7S0 74.4 68.0 68.0 784 780 19-1/8' SS.o a" Bao 08.0 75.0 754 O.0 65.0 76.0 784 Bao 88.0 78A Tao 28-1/2' 61.3 61.3 Bao 68.0 75.0 MO O.0 sa0 Tao Tao Bao 63.0 MO 78A 37" 38' x x Baa 68.0 75.0 784 684 B8.0 78.0 78.0 85.0 Bao 780 780 48" x x x x x x 68.0 68.0 78.0 71.9 63.0 Bao MO 7SA 33-1/8 x x x x x x 65.0 85.0 780 88.0 6a0 8a0 780 Tao as 19-1/8" 654 85.0 OLD 68.0 75.0 78.0 85.0 65.0 78.0 784 65.0 88.0 78A 78.0 {� 26-1/2' 00.3 M3 88.0 88.0 MO 734 86.0 884 78.0 78.0 6a0 61 0 78A I 764 37' 63' x x 67.7 67.7 MO 734 88.0 654 78.0 76.0 65.0 68.0 78A 78.0 48' x x x x x x 654 83.0 78.0 88.2 65.0 OLD MO 78.0 53-1/8 x x x x x x OLD 59.8 78.0 39A 650 OLD 784 780 W 19-1/8' 65.0 65.0 OLD 68.0 78.0 78.0 65.0 65.0 78A 78a 66.0 B.0 784 78.0 • 3 26-1/2' x x Bao 68.0 7a0 734 O.0 66.0 780 78A 65A, S'LO 78.0 MO . 12!j� ' ..•... 37' 74' x x x x 62.8 6.1.8 BSA 654 78.0 78.0 85.0 Sao 78.0 Tao • T • 48' X x X X X X O.0 87.0 780 67.6 65.0 654 78A 7S0 ad • Soo*• 53-1/8 x X X X X X 68A 61.1 78.0 61.1 65.0 66A 780 78.0 19-1/8' 86.0 65.0 680 88.0 70.0 75.0 65.0 63.0 78.0 78.0 854 88.0 78A 78A ••• i•.•.i 28-1/2' x X B80 68.0 MO 73.0 O.0 85.0 78.0 78A 85.0 88.0 780 78,0 •• • • • 37' 74-1/4' X x X X X x 654 MA 78A 780 WA 85.0 MO 7SO �� • �� 48' x X X X X X Bao 88.0 78.0 57.4 65.0 654 76A 760 Ml>tsnia m0 ••• • ••••• 83-1/8 X X x x X X 60.0 60.8 780 60.8 88.0 OLD 78.0 780 /�� •.• •• • •.•..• • h 1�lry/rti • • • RA PE 165P $q � arovrmg rto. W02-55 :s�eet a s DESIGN LOAD CAPACITY - PSF 3/18" ANCHORS 1/4" ANCHORS w womw DD1S. MASS TYPE 'A' I GLASS TYPE 'I GLASS TYPE 'C' GLASS TYPE 'D' GLM TYPE 'E1'&'E2 GLASS TYPE 'D' kLASS TYPE 'E1'&'Be wim Lmm EXr. (+) mr. (-) EXT. (+) 1Nr. (-) Ur. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) tar. (-) Mr. (+) Mr. (-) Exxr. (+) 1NL (-) 24' 85.0 85.0 88.0 68.0 75.0 75.0 85.0 65.0 78.0 78.0 65.0 85.0 784 78.0 C 30' 85.0 85.0 88.0 88.0 75.0 73.0 8&O 65.0 78.0 78.0 854 85.0 78.0 78.0 i 38' 8&0 8&O 88.0 83.0 75.0 75`0 85.0 BS.O 78.0 78.0 65.0 O.0 78.0 78.0 l 4Y 36" 57.8 $7.9 88.0 68.0 75.0 750 85.0 8&O 78.0 78.0 654 OLD 784 78.0 48' 51.4 51.4 88.0 SBA 7&0 75.0 85.0 85A 78.0 78.0 85.0 85A 78.0 78.0 54' x x 600 SBA MO 75A SSA G&O 78.0 78.0 GSA 85.0 784 MO U 80• % % 6B.0 880 75.0 75.0 85.0 BLA MO 78.0 85A OLD 78.0 78.0 24' 8&0 55.0 B&0 88.0 75.0 750 85.0 65.0 78.0 78.0 S&0 G&O 78.0 78.0 30" B1.8 61.8 6&0 88.0 75.0 754 85.0 86.0 78.0 78A B&0 6&0 784 78.0$1.4 51.4 OLD �' AND tEN07N �EN90Irs CAN BE D 8' 6 0 B&0 7&0 7SA 0 8&Q 7MLO 784 85.0 0 78A 78 0 VERM LLLY OR NOMWALLY A9 SHOWN ABOVE. 42• 48' X X 84.7 84.7 750 75.0 58.0 65.0 78.0 784 BSA 85.0 78.0 78.0 •g 48" x X 58.8 58.8 88.0 88.0 8&O 6" 78.0 09.5 $5.0 OLD 78.0 78.0 S4' X X 56.6 58.8 6&0 88.0 650 S&0 70.0 77.2 8&0 G&O 784 784 ►� �y� ,� SO' X X X X X x 65.0 65.0 78.0 89.5 65.0 N.0 7&Q 78.0 24' 854 6&0 88.0 8&0 75.0 75.0 65.0 85.0 78.0 78.0 85.0 85.0 71LO 78.0 30" 40A 49.9 68.0 880 75.0 75.0 B&O 650 78.0 78.0 86.0 OLD 780 78.0 36' X X 88.0 680 75A 730 65.0 85.0 71L0 75.0 65.0 8&0 78.0 78.0 42• 60' X X 64.7 64.7 75.0 75.0 65.0 GSA 76.0 78.0 654 8&O 78.0 78.0 48" X X X X X X G&O 85.0 78.0 69.5 650 OLD 78.0 78.0 54' X x X x X % 85.0 81.8 78.0 81.8 850 85.0 1 7&0 78.0 60" X x X X X X B&0 55.6 78.0 55.6 65.0 85.0 780 7&0 24' 65.0 85.0 68.0 B&0 75.0 75.0 G&O 65.0 78.0 78.0 85.0 85.0 7&0 78.0 30' X x G.0 8&0 75.0 75.0 65.0 $5.0 78.0 78.0 65.0 85.0 7&0 784 $ 38' X X 85 S 65.5 86.9 88.9 65.0 550 78.0 78.0 85.0 65.0 78.0 7&0 M St 42' 72" X X x X X X 6510 85.0 78.0 78.0 85.0 B&0 780 78.0 T 48• X X X X X I X 66.0 6&0 78.0 69.5 65.0 85.0 794 780 54' X X X x X x G&O 1 81.8 78.0 61.8 0&0 G&O I 78.0 78A • ie�•� • 00000* 80' x X X % x X 85.0 55.6 78.0 35.6 65.0 OLD 7" 78.0 •••• � �" •• 24" 05.0 03.0 8&0 88.0 75.0 75.0 G&0 654 MO 7&0 65.0 65.0 78.0 78.0 •••• • 6411190:6 30' x X 88.0 68.0 75.0 75A 65.0 854 78.0 78.0 65.0 65.0 784 76.0 • 38' X X 84.9 84.9 65.1 GLI 85.0 65.0 78.0 78.0 6&0 85.0 78.0 78.0 •••• :6069: 42' 74' X X X X x x G.0 66.0 78.0 77.3 85.0 65.0 78A 7&0 •••• • • • • • 48" X X x x % X 85.0 05.0 7&0 67.6 85.0 6&0 78A 78 0 •��Is ••• • ••••• 34' X % X X X X S&O 60.1 78.0 60.1 650 650 MO 78A •• •�".'1_i• • • •••• • • ••• BO' X x X X X X 8&0 54.1 78.0 341 BSA 6&0 78A 7&0 •••• • • • •••••• 24' x x 6&O 8&0 75.0 75.0 B&0 8&0 78.0 78.0 85.0 B&0 78A 78.0 P'i'J •••• • • •• 30' X X 0.0 88.0 73.0 75.0 wo 650 78.0 78.0 85.0 65A 78.0 780 • • • 38' 84' X % X X X x 85.0 634 78.0 78.0 85.0 83.0 78.0 78.0 • •g • 00,1106:411 8 • 42' X x X X X X B60 BSA 78.0 784 63.0 dsao 78.0 784 • • •*000*0 • 48' X % X X X X 650 B&0 78.0 69.5 B&0 764 784 •• • • • • • 24' x % 8&0 G.0 7&0 75.0 85.0 650 78.0 78.0 650 78.0 7&0 • 30' X X X X X X 65.0 85.0 78.0 7&0 65.0 784 7&0 36' �• X X X X X X 65.0 85.0 78.0 78.0 65.0 78.0 78.0 • 42' X X X X x X 86.0 8&O 76.0 78.0 650 780 78.0 24" X X 88.0 88.0 7&0 75.0 65.0 65.0 7&0 78.0 65.0 78.0 78.0 30" 1a• x x x x xx 65.0 GSA 78.0 78.0 65.0 85.0 784 MO KLMAYMM FARMSTRUCILMy 38' x x X x x x 86.0 680 7&a 78.0 88.0 65.0 78A 78.0 RA PE f lawi 24' x x x x x X B&o 65.0 78.0 78.0 65.0 6" 78.0 76.0 J 30' 120' X X x x x X 8&0 85.0 78.0 78.0 85.0 B&0 78.0 78.0 b ' 36' X L x x x x X 85.0 83.0 7&0 78.0 1&0 G&O 78.0 1 78.0 drawing no. W02-55 sheet of $ TYPICAL ANCHORSMETAL STRUCTURES WOOD BUCKS NOT BY LAWSON. MUST SUSTAIN LOADS L!�j SEE ELEV. (STEEL OR ALuM. 1/8- MIN.THICK) IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM STEEL: Fy - 38 KSI MIN. TO THE BUILDING STRUCTURE. 18Y ALUMINUM : 6083-TS MIN. a WOOD BUCKS TYPICAL ANCHzORS I ° j SEE ELEV. e I ' rMICAL ANCHORS: SEE ELEV. FOR SPACING 4/1e TAPCONS fly INTO 28Y WOOD BUCKS OR WOOD STRUCTURE p c 1-3/8- MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY a O 43 ' 1-1/4- MIN. EMBED INTO MASONRY OR CONC. NU ^8 1 , ,3/16" DRILLFLEX OR EOU . SELF OVALINO SCREWS < ap INTO METAL STRuCTURES (1/8- MIN. THICKNESS) 7 1/47 TAPCOt� fti ,iS INTO 20Y WOOD BUCKS OR WOOD STRUCTURE � 1-1/2- MIN. PENETRATION INTO WOOD i3 THRU 19Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4- MIN. EMBED INTO MASONRY OR CONC. 1/4. ORII! efr dt SRv r I me SCREWS INTO METAL STRUCTURES (1/8- MIN. THICKNESS) AID X 3/4• SMS �+ INTO APPROVED MULLIONS (NO SHIM SPACE) rLi x SEALANTS: � O FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 3 • 0:01 .. alp ... alp ..... �p �d18r ••i • • ••••• OF •• • ••••:• p� •••• • 7 #10 X 3/4-SMS •••• �••••s USE WITH CWART FOR 1/$ANCHORS • • LEI L 4 3 1 • • FIA18687 a .14 40 TYPICAL.ANCHORS 2 BY TYPICAL.ANCHORS DA?E COUNTY drowing no. SEE ELEV. FOR SPACING WOOD SUCK SEE ELEV. FOR SPACING APPROVED MUUJON W02-55 do MULLION ANCHORS sheet 4of $ 17= PART I QUANTITY MISCBI![ON YATSRUi YANG./SUPP m/mmus 1 L-4201 2 FRAME ME40/SILL 8063-76 - N 2 L-4201 2 FRAME AAMS 6063-T8 - 3 L-7706 4 0LAZIM BEAD (3/8'MASS) 8083-T5 - 4 L-7706 TRIMMED 4 Ql=6 WO (7/16'MASS) 5063-75 - Lj S /8 X 3/4' 2/CORNER AUDIBLY AWS - P.N. PHR.UM Q 6 i - I - - - 7 VIIS-004 AS REM. �A2p�lO cow ii PYC a SEE ELEV. U F 1/4-MAX. smm p M ER CONSMUMON 2 BY 1/4"smm Z 0000:• wow BUCK O MAX :: •• Q • tl YY;u" ••• 0000•• 2 s a 0000•• •• • • • • • • •• 9 • 0090• 6: • ••• • ••0•90 •• • • 0000 • ,•'�' �ppsUft� 0 ••• • d . TYPICAL ANCHORS • 9 a' ' SEE ELEV. 0 0 • ••0••• e, • 4 ..� • • • • K7 , 7 ��•; :•., 09• • •• •9.99 3 EXTERIOR °, vDOD HIX:Ks • • 4 wow WIDTH r, FLt PE# 1607 $Q ` 2 4 2002 drawing no. W02-55 Sh sof. gugz� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date rr Type Insp'n Permit No. 18P (0 3 t Name f Address POW 16) Company Phone# Inspection Date .G 6P, Correction ❑ Re-Insp'n Fee ❑ MIAMI SHORES VILLAGE _ BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date I IS 104 Type Insp'n I ( e &nn-) Permit No. 8P 03 (o31 Name Address Company Phone# Inspection Date ` 19104 Approved ❑ Correction Re-Insp'n Fee ❑ \t© ,,MIAMI SNORES VILLAGE �� -(9 BUILDING DEPARTMENT 305-795-2204 _ 4 j Building Instion-Ree S, et Type e�vt 60-4-4---,g T e Ins 'n P Permit No. 3P �w✓��✓ . Name )Cffcie, I Address Company ^ ) c c Phone# Inspection Date 3 1/in Approved I� Correction ❑ Re-Insp'n Fee ❑ � 6 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n Q Permit No. ,-*�1•�� 0� Name v P:�A' Address 9 Aq S Company Phone# Inspection Date Ll 1 Approved ❑ Correction Re-Insp'n Fee ❑ Q MIAMI SHORES VILLAGE BUILDING DEPARTMENT tS 305-795-2204 Building Inspection Request D Type In pinc,7 P&WIP Permit No. Name Address Company Phone# Inspection Date Approved Correction ❑ '``�`S �� Re-Insp'n Fee ❑ .34 9,o S 4 \, v MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Build'ng Inspection Request Date �i�. Type Insp'n ' / lr Permit No. Name —Lb":71— 01.5 Address 906 ppqq Company V Phone# Inspection Date 69(2— Approved Correction A- Re-Insp'n Fee ❑ MIAMI SHORES VILLAGE �. BUILDING DEPARTMENT 305-795-2204 Buil 'ng I spection Request Date (/ r Type Insp'n tl� k(l ` /M # Permit No. ® � Name Address B/S- Company Phone# �w i Inspection Date Z Correctio - Re-Insp'n Fee)�� ❑ l t t ��, .•��. ��— / ...E MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 �� Buil ing Inspection Request Date Type Insp'n {= IC44 JW Permit No. ip ®3—(43 1 . Name Ano4n '� Q Address 0 4 V Company Phone# Inspection Date Approved ❑ Correction Re-Insp'n Fee ///❑ �l c2) 30 1° 0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date.�[� � Type Insp'n I ��-- '�� Permit No. Name Address S 3 Company Phone# Inspection Date )77 Approved Correction ❑ Re-Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Buil ing Inspection Request Date C;w 1 Type Insp'n J Permit No. ° Name I Ct Address l� Company Phone# Inspection Date Is Approv �'—' Correction ❑ Re-Insp'n Fee ❑ PROPERTY ADDRESS VACANT LAND SKETCH OF SURVEY LEG&of (BOUNDARY SURVEY) A PORTION OF GOVERMENT LOT 4, TOWNSHIP 53 SOUTH. RANGE 42, EAST, IN DADE COUNTY, FLORIDA. DESCRIBED AS FOLLOWS.* I 1 00 SCALE: 1 p = 20' COMMENCING AT THE SOUTHEAST INTERSECTION OF BISCAYNE BOULEVARD 95th STREET AND RUNNING THENCE EAST ALONG THE a. 00 SOUTH SIDE OF 95th STREET 62 FEET; THENCE SOUTH AT RIGHT ANGLES TO 95th STREET 140 FEET; THENCE IN A NORTH- V 5b � WESTERLY DIRECTION IN A STRAIGHT UNE TO A POINT ON THE EAST SIDE OF BISCAYNE BOULEVARD 140 FEET FROM POINT OF A 04 � r r BEGINNING; THENCE NORTHERLY ALONG THE EAST SIDE OF BISCAYNE BOULEVARD TO POINT OF BEGINNING. a OF THE PUBLIC RECORDS OFMIAMI-RADE COUNTY, FLORIDA. r Ll Z Z ��• {I I 0 � o U U � rrrrrrrrr r E. 95th ST. g J — a � 1 /A!WfVB�IT u- 00 d # W CL 0 Z v W 0 62.00kdq a v =t � � Ap I x r r r r r r r r r 12 0 �j� N �Z060:661�0 u l a . > LLJ VACANT m Illo ri air W. LINE LOT 1 a � o PB_81, PG_60 Li o �� w cQa fig =7 W ��' !� +54.74 >< d 7? " rrrrrrrrr -^Y e0050 N.E.2n0 AVENUE `hiop F L O' R I D A �•�T►l�etd "1r�' tEF.%fi. �3F4td F ,] t J fsT�tdYfC��-0:'r--- �e 33138 G' %s n e a E i" Q .- I°�Is atn ee e i nnn>z 1 2C 4 n C3 _771 C3 — W M L ru Incru �--_— r ru 133 t I � it � I MEMO ry ` [1��LC2(',f l/ _k I -oY 50 N.E.*2.0 100AVENU t y Uel ' '•{� „�.�� F L 33138 D A _ 117��Diaa�a�{ng8-iii CLC� L 7 RI C lyd�'>m YGs O ir W G Blvd r S es, 133138 ru ® SENDER: ■Complete items 1 and/or 2 for additional services. I also wish to receive the 0 ■Complete items 3,4a,and 4b. following services(for an - ■Printfour name and address on the reverse of this form so Mat we can retum'We extre fee): •Attach this Corm to the from of the mailplece,or on the bad*H space dose not 1.❑ Addressee's Addras ■Wrlte•Retur Receipt Requested•on the malloace below the article number. 2.❑ Restricted Delivery eThe Return Recdpt will show to whom the artide was delivered and the date c delivered. Consult postmaster for is-. 3.Article Addressed to: fe 6P12 2TTO E000 09EO 'COOL ' —1 n 4b.Service Type 9 $ q4qs 161.5C�vwQ 61 v CY ❑ Registered IN Certified Ic I �CX71 �'X31I ❑ Express Mall E3Insured D' ❑ Return Recut for Merdtandise ❑ COD ,• 7.Date of Delivery i *° I 5.Received By:(Print Name) S.Addressee's Address(Only if requested m and fee is paid) 6.Signature:(Addressee orAgent) o X l r 199+4 Domestic Return Receipt First-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 •print your name,address,and ZIP Code in this box• "jp MI SHORES m AGE 10 N E, 2nd 3313 MIAMI SHORES, t SENDER: a ■Complete items 1 and/or 2 for additional services. I also wish to receive the wCComplete items 3,4a.and 4b. following sendoes(for an card t�name and address on the reverse of tht form so#W we can return M gXtra fee). aAttach t ie form to the front of the mallptece,or an the baps N space does not 1. O Addressee's.Address ■wr�ite'Retum Rawl#Requested'on the mallpiece below ft article number. 2.❑ Restricted Delivery eThe Return Receipt will show to whom the article was deihrared and the date delivered. Consult postmaster for fee. 3.Article Addressed to: 14a.Ardde Number 7001 0360 0003 0112 2422 ce ype I $ 146S I S CJ Z 1(6 S+ ❑ Registered ® certined T'"l 033 13 R&M Receipt for MwftY Bse ❑ CODS i7.Date of Delivery j 5.Received By:(Pdnt Name) 8.Addressee's Address(Only if requested Y Old fee ISd l�) g 6.Signature:(Addressee orAgent 0 PS Form 3811, tuber 1Pe4 i Domestic Return' ceipt Firet-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 • Print your name,address,and ZIP Code in this box• WIAMI SHORES VIMAGE 10050 N. E. 2nd AVENUE M.fAM{ SNORES. FLORIDA 33111? r C Miami Shores Village g Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 - Fax; (305)756-8972 Expired Permit Notification November 14, 2005 To: Broco Inc 14551 SW 296 ST Miami,F133033 Permit: BP2003-631 Master Permit Address: 9495 Biscayne Blvd.Miami Shores,Fl Date Expired: 4/13/05 Dear Sir: In order for us to serve you better,we need to keep our files up to date. Our records indicate that the above reference Permit taken by your company has expired. Including the following permits: ME2003-78 expired 10/18/03 EL2003-114 expired 6/1/05 PL2003-126 expired 3/28/05 BP2003-1080 expired 2/27/05 (permit never pick up or paid) EL2004-206 expired 1/16/05 PL2004-227 expired 2/1/05 BP2004-1591 expired 6/4/05 The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code.You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein,the Building Department will file a complaint with Miami-Dade County Building Code Compliance Office for possible disciplinary action against your license. Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Cl dio Grande C.B.O Building Department Director CC: Jorge Lopez owner/agent CC: Miami-Dade County Building Code Compliance Office PROPERTY ADDRESS VACANT LAND SK -I OF SURVEY .DIEWIVIRTM I BOUNDARY SURVEY) A PORTION OF LENT LOT 4. TOWNSHIP 53 SOUTH, RANGE 42. EAST. IN DME COUNTY. FLORIDA. DESCRIBED AS FOLLOWS: 04 ( SCALE: 1" =30' °0 a COMMENCING AT 'THE SOUTHEAST INTERSECTION OF BISCAYNE BOULEVARD 495th STREET AND RUNNING THENCE EAST ALONG THE J co SOUTH SIDE OF 85th STREET 62 FEET: THENCE SOUTH AT RIGHT ANGLES TO 95th STREET 140 FEET; THENCE IN A NORTH— I WESTERLY DIRECTION INA 5TRAIGHT LINE TO A POINT ON THE EAST SIDE OF BISCAYNE BOULEVARD 140 FEET FROM POINT OF c*4 / e BEGINNING; THENCE NORTHERLY ALONG THE EAST SIDE OF BISCAYNE BOULEVARD TO POINT OF BEGINNING. e OF THE PUBLIC RECORDS OF MIAMI—DAD�CoUNTY, FLORIDA o V Z15 i° Z 4 Z ir LJ �o 0e o Ld 1� A9P j'j � �5a - U � Q 12o W o # rA>nora�arul J o w is w Q d •J / �� o Q ss �a4x1 9 �Z0,44,41 6660.920 (n Y` g ` z O g INF 8 � VACANT .I m ri „r W. LINE LOT 1 � o � P13-81, PG_60cn Sp k w Ila z -._ as � � c3 LLJ 4 , 154.7 x- J C } f 'g � Miami Shores Village " n�,. Building Department y�ioRi 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 Expired Permit Notification November 14, 2005 To: Broco Inc 14551 SW 296 ST Miami, Fl 33033 Permit: BP2003-631 Master Permit Address: 9495 Biscayne Blvd. Miami Shores,Fl Date Expired: 4/13/05 Dear Sir: In order for us to serve you better,we need to keep our files up to date. Our records indicate that the above reference Permit taken by your company has expired. Including the following permits: ME2003-78 expired 10/18/03 EL2003-114 expired 6/1/05 PL2003-126 expired 3/28/05 BP2003-1080 expired 2/27/05 (permit never pick up or paid) EL2004-206 expired 1/16/05 PL2004-227 expired 2/l/05 BP2004-1591 expired 6/4/05 The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. � 1 In the event you do not comply with the requirements herein,the Building Department will file a complaint with Miami-Dade County Building Code Compliance Office for possible disciplinary action against your license. Please contact the Building Department,immediately upon receipt of this letter. Sincerely, I Cl a dio Grande C.B.O Building Department Director CC: Jorge Lopez owner/agent CC: Miami-Dade County Building Code Compliance Office o Miami Shores Village .1i.. pttt� Building Department toRta'' 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204- Fax; (305)756-8972 Expired Permit Notification November 14, 2005 To: Broco Inc 14551 SW 296 ST Miami, F133033 Permit: BP2003-631 Master Permit Address: 9495 Biscayne Blvd.Miami Shores,Fl Date Expired: 4/13/05 Dear Sir: In order for us to serve you better,we need to keep our files up to date. Our records indicate that the above reference Permit taken by your company has expired. Including the following permits: ME2003-78 expired 10/18/03 EL2003-114 expired 6/1/05 PL2003-126 expired 3/28/05 BP2003-1080 expired 2/27/05 (permit never pick up or paid) EL2004-206 expired 1/16/05 PL2004-227 expired 2/1/05 BP2004-1591 expired 6/4/05 The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein,the Building Department will file a complaint with Miami-Dade County Building Code Compliance Office for possible disciplinary action against your license. Please contact the Building Department,immediately upon receipt of this letter. Sincerely, Cl dio Grande CRO Building Department Director CC: Jorge Lopez owner/agent CC: Miami-Dade County Building Code Compliance Office � e ' FORM 600A 2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department.of Community Affairs Residential Whole Building Performance Method A Project Name- MIAMISHORE NEW RESIDENCE Builder. Address: 8495 NE BISCAYNE BLVD Permlttittg Office: City,State: MIAMI,FL Permit Number: Owner: LATINAMERICAN INV. Jurisdiction Number 23000 Climate Zone: South 1. New mon or existing NOW _ 12. Cooling systems 2 Single family or multi family Single family — a Cakai Unit Q;48.0 4kBbAr3. Number of units,ifmulti-family l ISEER4. Number of Bedrooms r 4 b. Central Unit Pap.36.05. Is this a worst case? N Conditionedfloatarea SEER (>� ' 3143 c. Id/A 7. Glass area Bt — a. Clear-singe pane 263.7 ftz _ 13. Heating systw as b. Clear-double pane 0.0 fe _ s. Electric Strip Cap:48.0 kBWft — c. Tint/odw SHGC-singgto pane 136.5 fiz — COP:1.00 — d. Tint/other SHOC-double pane 0.0 8s b. Electric Strip Cap:36.0 kBUft _ 8. Floor typas — COP.1.00 _ a. Slab-M-Cmde Edge Insulation R@0.0,201.0(p)ft _ c. N/A — b.N/A _ c. N/A 14. Hot water systems — 9. Wall types i — a. Electric Rice Cap:SO&VIlons — a. C mcrate,Int hml,Extaicr R-5.0,2376.4& — EF:0.89 — b.Frame„Wood,Adjacent R=1 L6,275.9 W _ b.Electric Resistam Cap:50.0 gallons — c. N/A — EF:0.89 _ d.N/A _ c. Conservation credits e. N/A (HR Het reoca,,Solar — 10. Ceiling;types _ DRP-Dedicated heat pump) L UnderAttic R-�.jQ 3143.0 ftp — 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-Grass va tr'laticn, — c.N/A HF-Whole house fan, 11. Ducts — PT pile Thamostat L SWUM Rete Una. AM hw= Sup.R-6.0,80.0 ft — MZ.C-Multize Woling, b.N/A M&H Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 43109 PASS base points: 49394 I hereby certify that the plans and spec ons covered by lens and this calculation are in comps n—, da Energy by this o� ` Code. 1 pliance Q° PREPARED BY: „e 1 comms DATIF:. - i I for I hereby certify that this building,as d ned,is in •908 b compliance with the Florida Energy Code. ws OWNERIAGENT: BUIL G ICIAL: DATE: DATE: EnetavGauae®(Version:FLRCPB v3221 r � FORM 600.0 2001 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:8485 NE BISCAYNE BLVD,MIAMI,FL, PERMIT M d BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Ovelbeng Fbor Area TypelSC Omt Len Hgt Area X SPM X SOF=Points .18 3143.0 5250 18386.6 Single,Tint N 1.5 6.3 13.9 27.68 Q94 363.5 Single,Tint N 1.5 4.3 4.6 27.68 0.90 114.3 Single,Clear S 10.0 19.0 40.0 62.19 0.66 1639.2 Single,Gear S 1.5 14.8 20.0 62.19 1.00 1238.2 Single,Gear S 10.0 9.0 33.3 62.19 0.50 1044.6 Single,Gear E 1.5 14.8 41.7 73.03 0.99 3026.6 Single,Tint E 21.3 15.8 10.0 61.31 0.46 284.4 Single,Tint E 1.5 7.0 13.9 61.31 0.94 802.2 Single,Tint E 1.5 4.3 4.6 61.31 0.85 238.9 Single,Tint E 1.5 4.2 6.8 61.31 0.84 348.8 Single,Tint NW 1.5 4.0 4.0 37.22 0.85 127.1 Single.Gear NW 1.5 7.6 57.0 45.04 0.96 2454.8 Single,Tint NW 1.5 14.3 6.0 37.22 1.00 222.4 Single,Clear NW 11.5 19.0 37.2 45.04 0.75 1259.7 Single,Tint NW 1.5 17.3 23.1 37.22 1.00 856.9 Single,Tint SW 1.5 17.3 46.2 57.13 1.00 2633.1 Single,Tint SW 1.5 14.2 3.4 57.13 1.00 193.7 Single,Gear SE 10.0 16.2 17.3 74.09 0.63 801.8 Single,Gear SE 10.0 6.2 17.3 74.09 0.43 551.5 As-Built Total: 400.2 18201.6 WALL TYPES Area X SSPM = Points Type R-Value Area X SPM = Points Adjacent 275.9 1.00 275.9 Concrete. int haul,Exterior 5.0 2376.4 200 4752.9 Exterior 2376.4 2.70 6416.4 Frame,Wood,Adjacent 11.0 275.9 1.00 275.9 Base Total: 2652A 66925 As-Bulit Total: 2652A 5028.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 16.6 2.80 43.2 Exterior wood 48.0 9.40 451.2 Exterior 83.4 6.40 533.8 Exterior Wood 35.4 9.40 332.8 Adjacent Wood 16.6 3.80 63.1 One Total: 100.0 576.9 As-Built Total: 100.0 847.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 3143.0 2.80 8800.4 Under Attic 19.0 3143.0 3.72 X 1.00 116920 Base Total: 3143.0 8800.0 AsZuilt Total: 3143.0 116820 En emvGauae@ DCA Form 600.02001 EneravGauoe9JFleRES22W1 FLRCPB v3.22 *- FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:9495 NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 201.0(p) 20.0 4020.0 ftb4 n-rade Edge insuMm 0.0 201.0(p -20.00 4020.0 Raised 0.0 0.00 0.0 Base Tatel: 4020.0 As-Built Total: 201.0 4M.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3143.0 18.79 58057.0 3143.0 18.79 59057.0 Summer Base Points: 89493.2 Summer As-Built Points: 90806.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 90806.4 0.571 (1.073 x 1.165 x 0.90) 0.284 1.000 16589.0 90806.4 0.429(1.00 x 1.165 x 1.00 0.284 1.000 12441.7 89493.2 0.4266 38177.8 90806.4 1.00 1.126 0.284 1.000 29030.7 EnemvGawe"'DCA Form 600A 2001 EnemvGswe&FbRES7W1 FLRCPB v3.22 FORM 600A 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:9495 NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Ovedmv Floor Area Type/SC Omt Len Hgt Area X WPM X WOF=Points .18 3143.0 2.35 1335.1 Single,Tint N 1.5 6.3 13.9 4.98 0.99 68.7 Single,Tint N 1.5 4.3 4.6 4.98 0.99 22.6 Single,Clear S 10.0 19.0 40.0 3.55 1.15 162.5 Single,Clear S 1.5 14.8 20.0 355 1.00 70.6 Single,Clear S 10.0 9.0 33.3 3.55 1.36 160.2 Single,Clear E 1.5 14.8 41.7 3.76 1.01 157.9 Single,Tint E 21.3 15.8 10.0 3.99 1.16 46.1 Single,Tint E 1.5 7.0 13.9 3.99 1.02 56.5 Single,Tint E 1.5 4.3 4.6 3.99 1.03 18.9 Single,lint E 1.5 4.2 6.8 3.99 1.03 28.0 Single.Tint NW 1.5 4.0 4.0 4.95 0.99 19.6 Single,Clear NW 1.5 7.6 57.0 4.88 0.99 276.9 Single,Tint NW 1.5 14.3 6.0 4.95 1.00 29.7 Single,Cir NW 11.5 19.0 37.2 4.88 0.98 178.2 Single,Tint NW 1.5 17.3 23.1 4.95 1.00 114.2 Single,Tint SW 1.5 17.3 46.2 4.27 1.00 197.0 Single,Tint SW 1.5 14.2 3.4 4.27 1.00 14.5 Single,Clear SE 10.0 16.2 17.3 3.29 1.14 64.9 Single,Clear SE 10.0 6.2 17.3 3.29 1.45 82.6 As4kd t Total: 400.2 1759.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 275.9 0.50 136.0 Concrete, Int Intl,Exterior 5.0 2376.4 0.90 2138.8 Exterior 2376.4 0.60 1425.9 Frame,Wood,Adjacent 11.0 275.9 0.50 138.0 Bass Total: 2652A 1563.8 As-Built Toil: 2652A 2275.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 16.6 1.30 21.6 Exterior Wood 48.0 2.80 134.4 Exterior 83.4 1.80 150.1 Exterior Wood 35.4 2.80 99.1 Adjacent wood 16.6 1.90 31.5 Base Total: 100.0 171.7 As-Built Total: .100.0 265.1 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Aft 3143.0 0.10. 314.3 Under Attic 19.0 3143.0 0.14 X 1.00 440.0 Base Total: 3143.0 314.3 1 As-Bulk Total: 3143.0 440.0 ErwavGauoeO DCA Form 600A-2001 EneravGauoe91FlaRES2W1 FLRCPB v3.22 FORM 600A 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:9485 NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Stab 201.0(p) 2.1 -422.1 Slab-On-Gmde Edge Insuhftn 0.0 201.0(p -2.10 -422.1 Raised 0.0 0.00 0.0 Base Total: -422.1 As-Built Total: 201.0 -422.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 3143.0 -0.06 -188.6 3143.0 -0.06 -188.6 Winter Base Points: 2774.3 Winter As-Built Points: 4140.7 Total Winer X System - Heating TSI X Cap X Duct X System X Credit = Heating Points Multiplier - Pains Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 4140.7 0.571 (1.09.4 x 1.137 x 0.91) 1.000 1.000 2690.5 4140.7 0.429(1.00 x 1.137 x 1.00) 1.000 1.000 2017.9 2774.3 0.6274 1740.6 4140.7 1.00 1.137 1.000 1.000 4708A EneravGauw'm DDA Form 600-2001 EnemvGeuaeWWRES=1 FLRCPB 43.22 Y FORM 600A 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:9495 NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: s 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 4 236.9.00 8478.0 50.0 0.89 4 0.50 2342.38 1.00 4684.8 50.0 0.89 4 0.50 2342.38 1.00 4684.8 As-Built Total: 9369,5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 38178 1741 9476 48394 29031 4708 9370 43109 PASS M EneravGauaer'DM Form 6QA-2001 EvffavGauae&FWREM001 FLRQ%43.22 FORM 600A 2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: S4S6 NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: 6A 21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMElfTS FOR EACH PRACTICE CHEF Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 ofm! .ft.window area•.5 .f k door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wail; foundation&wail 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 seated to the foundation to the top plate, Floors 606.1.ABC.1.2.2 Penstrationsibpenings>Iff sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is seals v 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,chase soffits,chimneys,cabinets sealed to continuous air barrier,gaps in gyp board&top plat 1/ attic access.EXCEPTION:Frame ceilings where a continuous inflitration barrier is Installed that is sealed at the perimeter,at Denetrations and seams. Recessed Lighting Fodures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a v sealed boot with 11r clearance&7 from Insulation;or Type IC rated with<2.0 ctnn from cnrnditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on Perimeter offloor cavity between floors. Additional Infiltration regts 608.1.ABC.1.3 Exhaust fans vented to outdoors,dammers;combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Lmust be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table-6-12.&Mich or clearly marked circuit c/ breakerelectric or cutoff 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 tuner.Gas spa&pool heaters must have a minimum thermal �Gl efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 callons Der minute at 80 PSIG. v 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 Mics:R-6 min.insulation. HVAC Controls 1607.1 ftorate readily accessible manual or automatic thermostat for each Insulation 6D4.1.602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EneravGauaeTM OCA Form 6MA-2001 EnemvGauce@/FIaRES7M1 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD .! ESTIMATED ENERGY PE WORMANCE SCORE*=85.7 The higher the scom the more effident the home. LATINAMERICAN INV.,94995 NE BISCAYNE BLVD,MIAMI, FL, 1. New czmstruction or existing New - 12. Cooling systenis 2. Single family or multi family Single f mdy - a. Central Unit Cap:48.0 kBuft - 3. Number of units,if muni-family 1 - SEER:12.00 _ 4. Number of Bedrooms 4 - b. Ccrmal Unit Cap:36.0 kBUA r - 5. 1s this a worst case? No - SEER:12.00 _ 6. Conditioned floor area(ftz) 3143 ft c. N/A 7. Glass area dt type a. Clear-single pane 263.7 ftz - 13. Heating systems b. Clear-double pare 0.0 ftz - a. Electric Strip Cap:48.0 kBtulln - c. Tint/other SHGC-side pare 136.5 fts _ COP:1.00 _ d. Tintlother SHGC-double pane 0.0 ft' b. Electric Strip Cap:36.0 kBtuft - 8. Floortypes - COP:1.00 _ a. Slab-On-Grade Edge Insulation R-0.0.201.0(p)R - c. N/A _ b.N/A _ c. N/A 14. Hot water systems - 9. Wall types _ a. Electric R;esistan a Cap:50.0 gallons _ a. Concrete,ht hutil,Exterior R-5.0,2376.4 ftz - EF:0.89 b. Frame.Wood,Adjacent R=11.0,275.9 ftz b.Electric Resistance c. N/A - Cap:50.0 gallons _ EF:0.89 _ d.N/A - c. Conservation credits _ e. N/A (HR-Heat recovery.Solar 10. Ceiling types - DHP Deedicated hest pump) a. Under Attic R 19.0.3143.0 ftz - 15. HVAC credits b.N/A - (CF-Ceiling fan,CV-Cross vemtiledom - c. N/A HF-Whole house fan, 11. Ducts - Pr-Programmable Thermostat, a Sup:ihe. Rei:Unc. AR hgetior Sup.R@6.0,80.0 ft _ MZ,.C-Multizone cooling, b.N/A M&H-Multizweh 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 mdaW(or exceeded) t8 8T in this home before final inspexi ,a new EPL Display Card will be completed based on installed Code f eoaa Builder Signage. Date: Q o 5 - a Address ofNew Home: City/FL Zip: / 0 ► � 1 y�'�D WE WOTE.The home's estimated energy performance score is only available through the FLR/RES computer program. This is nota Building Energy Rating tfyour score is 80 or greater(or 86for a USEPA/DOEEnergyStar designation). your home may qualify for energy efjleiency mortgage PW)incentives#f;ou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters For irformat ion aboutFlorida's Energy Ef}kiency Code For Building Conduction, contact the Department ofCommunityAfjairs at 8501487-1824. Energyt3auget(Version:FLRCPB v3.22) Confirmed Rating Home Owner Class 1 Rating 123 Main Street FLORIDA Reg�rai�°n No.: 1234 Orlando, FL 32888 Climate:Central Fioricet BUILDING ENERGI RATING GUIDE Best $593 '� 7 2� Worst $3476 27 M Btu A' 070.1 M Btu 167 M Btu ♦Existing Home Costs based on: O HERS Reference Home 1 Central Default Electric Rate: $0.080 /kWh Central Default Gas Rate. $0.904 /Therm As compared with other 2500 square foot, 4 bedroom homes with pool pumps. This Home Qualifies for EPA's Energy Star Labe12 This Home Qualifies for an Energy Efficient Mortgage (EEM) Cooling $337 Heating $160 Hot Water $Z2 Reft. $157 Dryer• * A @�� $83 Stove $ WE ughn9 $210 Joe Rater 12345 Miss. $23 1 Certified Rater I.D. Number Pool $232 HERS Score": 86.4 Signature Date This notice is provided to you by an buiividcral certdW by the Alo f Deparfissnt of Car munify Affalrs to perforin a bLd ft enew raft evacuation. Any questions,comments;or corn- Plaints mgamft the person or Agency pwfcm in9 this swvioe may be dkedied to ft FksA*Depaftw#of Community Buitding Energy Rating System Program.2555 Salman t Oak NOTES: Boulevard, Tallahassee,Fkdda,32399-2100,(904/487-1824). 'The HERS Reference Home is corwuoted to comply with the 1992 CABO Model Energy Code(MEC)at a HERS score of 80 or greater. 2The home builder must haves signed a Memorandum of Understanding with EPA as an Energy Star Homes partner. 3Home Energy Rating Systems(HERS)Soore calculated in accordance with national HERS guideline rating method. Form 11 B EnergyGauge®(Version: FLRCPB v3.22) page 1/2 End-Use Rating Scales Ed the Owner, 123 Main Street,Orlando,FL 32988 Space Cooling stove $97 �7 81512 $23 � $87 3.9 13.7 MBtu 81.5 2.1 2.3 Btu 3.6 Space Heating Lighting $40 $160 $112 $210 $308 k" 1.8 655 MBtu 44.7 4.6 All 8.5 MBtu 12.5 Hot Water Miscellaneous Equipment $15 $.252 $336 $231 $231 $231 0.9 IL 10.3 MBtu 21.8 9.4 9.4 MBtu 9.4 Refrigerator Pool Pumping $42 1157 $218 $154 $232 $2 1.7 6.44 MBtu 8.9 8.4 9.66 MBtu 111.61 Clothes Dryer $33 � $125 Aldmgh every eflc�rthas been made to provide accurate informal this raring does not consOuts or imp*any 3.0 5.1 type of warranty. 3.4 MBtu Like an automobile mile-per-gallon sticker or an appy Score. Your home's HERS score is computed in energy guide,the Florida Building Energy Rating Guide Is accordance with proposed national guidelines and falls In a only an estimate. it represents the most likely home energy range from 0(worst)to 100(best). The HERS Score consumption under a standard set of occupancy and considers only heating,cooling,and hot water energy uses. operating conditions. It presents a fair and uniform method HERS also awards stars to the rating in accordance with the of comparing the relative energy-efficiency among homes. following HERS score scale. Actual home energy use,however,will depend on weather, thermostat settings and lifestyle choices. Rating coed estimates are based on local utility prices. The Rating 0<-1 Star<40 40«2 Star<80 Guide specifies the prices used to compute these costs, but your actual energy cost may differ from this rating. 8 0<-3 Star<8<t366 t�<¢4 Star This Rating guide provides graphic representations of the 88«5 Star<92 relative efficiencies for the home and Its major energy end- 92 5 Star+ uses. The nine end-use ratings shown above are combined to yield the overall energy-efficiency rating. Although the Ratings are usually required to qualify buyers for certain best rating is always technically achievable,it usually is mortgage financing or utility rebate programs that reward not the most costive option. Generally,the closer a energy-efficiency. Examples include the Fannie Mae/HUD/ rating is to the"best'(left)end of the scale,the more FHA Energy Efficiency Mortgage(EEM)programs now difficult it will be to cost-effectively improve efficiency. offered in Florida. Ratings are also used to qualify buyers Conversely,ratings towards the'worer(right)end of the of new homes for EPA Energy Star designation(5 Start,and scale can be easily improved. buyersof existing homes for a variety of other public and private incentive mortgage financing programs and for Note that this Rating Guide also provides a Home Energy utility energy-efficlency rebate programs. Rating System(HERS)Score for your residence. This For further Ir brmation on Ratings contad the national score Is provided to enable your home to qualify Energy Gauge Hotline at(407)/63&1492 or visit for national mortgage financing options requiring a HERS the Energy Gauge web site at www.fsec ucf edu. Form 11 B ErwgyGeupO(Version: FLRCPB v3.22) Page 212 BUILDING INPUT SUMMARY REPORT Title: MIAMISHORE NEW RESIDENCEamUy Type: Single Address Type: Street Address Owner. LATINAMERICAN INV. NOW/Existing: New Lot#: WA W 0 of Units: 1 Bedrooms: 4 Subdivision: WA Builder Name: (Manic) Conditioned Area: 3143 Platbook: WA Climate: South Total Stories: 2 Street: 9495 NE BISCAYNE BLVD p. Permit Office: (blank) Worst Case: No Courdr. DADE Jurisdiction#: (blank) Rotate Angie: (blank) City,3%27p: MIAMI,FL, # Floor Type R Val AreatPedinster Unita y # DoorType Orientation Area Units O1 Slab-on-Grade Edge UeWa6on 0.0 201.0(p)ft 1 1 Wood Bdblor 4&0fF 1 C C 3 wood Bderfor 17.7 fF 2 J A*cerd 16.6fP 1 LL N # Ceiling Type R Val Area Base Area Unite # Sydera Type Eftidenay Capacity C7 1 Under Afro 19.0 3143.0fl! 3143.0 fP 1 i 1 Ceftal Unit SEER 1200 48.0 kBWRtr z J 2 Cerft Urtlt SEER;1200 36.0 kBt ft i ..I p W O V Credit Multipllers: None U creak Lrultipuere: None # Wall Type Location RVal Area Unite # System Type endenay Capacity fn 1 CorKxete Btodc-brt Bae W 5.0 2376.4 fF 1 Z 1 Electric sAip 00P:1.00 48.0 kBbtr J 2 From-Wood Aid 11.0 275.9 fF 1 2 Electric Strip COP:1.W 36.0 Idik r = Credit M�uu�ltiplieerrs:: Now gum �up�� # Pana Tint Ont Area OH Length OH Hght U # Lor:Atron Location =� R 1T y t engcr� 1 shve Ttrd N 13.9 fF 1.5 ft 6.3 ft 1 �N. 1 Unca-A Unoond. Interior 6.0 80.0 ft 2 Single Ttrd N 4.6 iF 1.5 it 4.3 ft 1 U 3 Sir& clear S 40.0 iF 10.0 ft 19.0 ft 1 4 Simla Clear 8 10.0 fF 1.5 ft 14.8ft 2 5 Sfrve clear S 33.3 iP 10.0 ft 9.0 ft 1 Credit Mukipliens: Now 6 shoe Clear E 13.9 fF 1.5 ft 14.8 ft 3 7 Sithe Ttrd E 10.0 fF 21.3 ft 15.8 ft 1 # Slat=Type EF Cap. Correervathm Type Can.EF 8 grog Tkt E 13.9 fF 1.5 ft 7.0 ft 1 W 1 Bic Resistance 0.89 50.0 Now 0.00 9 ave Tutt E 4.61112 1.51t 4.31t 1 2 Betide Reside= 029 50,0 None 000 10 Woe Ttrd E 6.8 iF 1.5 ft 42 ft 1 s� 11 sk* Tkd NW 4.0 fF 1Aft 4.Oft 1 12 Ongle chr NW 19.OfF 1.5 it 7,6 ft 3 13 Site Ttrd NW 6.0 if 1.5 it 14.3 ft 1 # Use Default? Annual Operating Cost Electric Rate 14 Sko clear NW 18.6fF 11.5ft 19.Oft 2 15 SUtge Tint NW 23.1 fF 1.5 ft 17.31t 1 IX 1 Yes NIA N/A 16 Single Tint SW 23.1 fF 1.5 ft 17.3 ft 2 V' LV 17 Woe TMt SW 3.4 fF 1.5 ft 142 ft 1 Si Z 18 Singe clear SE 17.3 fF 10,0 ft 162 ft 1 19 Single (lir SE 17.3 fF 10.0ft 62ft 1 Rater Name: CodeOMyPro Glass#: 3 Pool SIM* 0 V Rater Certification#: CodsOnlyPro Dud Leakage Type: WA Pump Size: 0.00 hp N Area Under Fluorescent: 0.0 Visible Dud Disconnects: WA Dryer Type: Electric Area Under Incandescent:0.0 Leak Free Duct System Proposecift Stove Type: Electrio NOTE:Not all Rating Into shown HRV/BRV System Present?: No Avg Cell Hgt:13 ner ug arsFLRCPB Residential System Sizing Calculation Summary LATINAMERICAN INV. Project Title: Code Only 9495 NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South 2/21/2003 Location ation for weather data: Miami -Defaults: Latitude(25) Temp Range(L) HumM data: Interior RH 5096 Outer wet bulb 6 Humidity d r. Winter design temperature 47 F Summer design temperature 90 F Winter setpodnt 67 F Summer setpoint 72 F Winter tem re difference 20 F Summer temperature difference 18 F Total heating load calculation 30482 Btuh Total coollnu load calculation 58771 Btuh Submittal heating capacity 84000 Btuh Submitted cooling opacity 84000 Btuh Submitted as%of calculated 275.6 % Submitted as%of calculated 142.9 % WINTER CALCULATIONS Winter Heating Load for 3143 Lod comDonent Lod DUCacM) Window total 400 sgft 8004 Btuh Wall total 2652 sgft 7388 Btuh Door total 100 sgft 920 Btuh Ceiling total 3143 sgft 3451 Btuh Floor total 201 ft 3256 Btuh Infiltration 273 cfm 6005 Btuhn,�, Subtotal 28031 Btuh Fba"K11%) Duct loss 1452 Btuh TOTAL HEAT LOSS 1 30482 Btuh %' SUMMER CALCULATIONS Summer Coollro Load for 3143 Lod component Load Window total 400 sgft 19724 Btuh Let" cam) Wail total 2652 sgft 6651 Btuh �ar�.cawc, Door total 100 sgft 1178 Btuh Ceiling total 3143 sgft 7606 Btuh V*XkvA*C54%) Floor total 0 Btuh Infiltration 239 cfm 4729 Btuh Internal gain 3600 Btuh °tom' Subtotal(sensible) 43488 Btuh Duct gain _--4349 Total sensible9 ain 47837 Btuwwc,+x, Latent gain(infiltration) h System Sid based of ACCA Manual J. Latent gain i 1840 Btuh �� Sly � t�u Total latent gain 10934 Btuh PREPARED BY: TOTAL HEAT GAIN 58771 Stuh DATE: EnowGauge® FLRCPB M3.22 System Sizing Calculations - Winter Residential Load - Component Details LATINAMERICAN INV. Project Title: Code On 9495 NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI,FL Climate:South Reference City:Miami (Defaults) Winter Temperature Difference:20.0 F 2121/2003 Window Panes/SH CIF e/U Orientation Area X HTM= Load 1 1, Tint,Metal,1.00 N 13.9 20.0 278 Btuh 2 1, Tint,metal, 1.00 N 4.6 20.0 92 Btuh 3 1, fir,ham, I.00 S 40.0 e'V.0 6w a&* 4 1, Clear,Mew,1.00 S 20.0 20.0 400 Btuh 5 1, Clear,Metal, 1.00 S 33.3 20.0 666 Btuh 6 1, Clear,Metal,1.00 E 41.7 20.0 834 Btuh 7 1, Tint,Mew,1.00 E 10.0 20.0 200 Stuh 8 1, Tint,Metal,1.00 E 13.9 20.0 278 Btuh 9 1, Tint,Meted,1.00 E 4.6 20.0 92 Stuh 10 1, Tint,Metal, 1.00 E 6.8 20.0 136 Btuh 11 1, Tint,Metal, 1.00 NW 4.0 20.0 80 Btuh 12 1, Clear,Metal, 1.00 NW 57.0 20.0 1140 Btuh 13 1, Tint,Metal,1.00 NW 6.0 20.0 120 Btuh 14 1, Cir,metal,1.00 NW 37.2 20.0 744 Btuh 15 1, Tint,Metal, 1.00 NW 23.1 20.0 462 Btuh 16 1, Tint,Metal, 1.00 SW 46.2 20.0 924 Stuh 17 1, Tint,Metal, 1.00 SW 3.4 20.0 68 Btuh 18 1, Clear,Metal,1.00 SE 17.3 20.0 345 Btuh 19 1, Cisar,Metal,1.00 SE 17.3 20.0 345 Btuh Window Total 400 8004 Btuh Walls Type R Value Area X HTM= Load 1 Concrete-Exterior 5.0 2376 2.9 6892 Btuh 2 Frame-Adjacent 11.0 276 1.8 497 Btuh Wall Total 2652 7388 Btuh Doors Type Area X HTM= Load 1 Wood-Exter 48 9.2 442 Btuh 2 Wood-Exter 35 9.2 326 Btuh 3 Wood-Adjac 17 9.2 153 Btuh Door Total 100 92013tuh Collings Type R-Value Area X HTM= Load 1 Under Attic 19.0 3143 1.1 3457 Stuh Cellina Total 3143 3457Btuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insulat 0 201.0 ft(p) 162 3256 Btuh Floor Total 201 3256 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 40859(sgft) 273 6005 Btuh Mechanical 0 0 Btuh Infiltration Total 273 6005 Btuh EnergyGaugeO R RCPB 43.22 Manual J Winter Calculations Residential Load - Component Details (continued) R' LATINAMERICAN INV. Project Tide: Code Only 9495 NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South M 21`1/GWJ Subtotal 29031 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.08) 1462 Btuh Total Stuh Loss 30482 Btuh Key.Window types(SHGC-Shaming welflolett of glass as SHGC numerical value or as clear or tint) (Frame Was-metal,wood or insulated meta (U-Window 1.1-Factor or DEP for default) (HTM-ManuaW Heat Transfer Multiplier) Key.Floor size(perkiet p)for stab-art-grade or area for all o0w ftoor types) EnergyGauge® FLRCPS N3.22 System Sizing Calculations - Summer Residential Load - Component Details LATINAMERICAN INV. Project Title: Cade O 949.5 NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version 1 MIAMI, FL Cliff:South Reference City:Miami (Defaults) Summer Temperature Difference: 18.0 F 2!21/2003 Type Overhang Window Area(sgft) HTM Load Window I PanesISHMAYInSIVENShOrnt Len Rat Gross Shaded Unshaded Shaded Unshaded 1 1,Tint,1.00,N.N N 1.5 6.25 13.9 OA 13.9 23 23 320 Btuh 2 1,Tint, 1.M N,N N 1.5 4.33 4.6 0.0 4.6 23 23 106 Btuh 3 1,Clear,1.00,N.N S 10 19 40.0 40.0 0.0 29 46 1160 Btuh 4 1,Cleat, 1.00,N.N S 1.5 14.7 20.0 20.0 0.0 29 46 580 Btuh 5 1,Clear,I.W.N,N S 10 9 33.3 33.3 0.0 29 46 966 Btuh 6 1,Clear,1.00,N,N E 1.5 14.7 41.7 0.0 41.7 29 87 3628 Btuh 7 1,Tint, 1.00,N.N E 21.3 15.8 10.0 10.0 0.0 23 63 230 Btuh 8 1,Tint, 1.00,N.N E 1.5 7 13.9 0.0 13.9 23 63 876 Btuh 9 1,Tint,1.00,N,N E 1.5 4.33 4.6 0.0 4.6 23 63 290 Btuh 10 1,Tint, 1.00,N.N E 1.5 4.16 6.8 0.0 6.8 23 63 428 Btuh 11 1,Tird, 1.00,N,N NW 1.5 4 4.0 0.0 4.0 23 46 184 Btuh 12 1,Clear,I.W.N.N NW 1.5 7.58 57.0 0.0 57.0 29 62 3534 Btuh 13 1,Tint, 1.00,N.N NW 1.5 14.2 6.0 0.0 6.0 23 46 276 Btuh 14 1,Clear, 1.00,N,N NW 11.5 19 37.2 0.0 37.2 29 62 2306 Btuh 15 1,Tint,1.00,N,N NW 1.5 17.2 23.1 0.0 23.1 23 46 1063 Btuh 16 1,Tint, 1.00,N.N SW 1.5 17.2 46.2 0.0 46.2 23 56 2587 Btuh 17 1,Tint, 1.00,N,N SW 1.5 14.1 3.4 0.0 3.4 23 56 190 Btuh 18 1,Clear, 1.00,N.N SE 10 16.1 17.3 17.3 0.0 29 76 500 Btuh 19 1,Clear, 1.00,N.N SE 10 6.16 17.3 17.3 0.0 29 76 500 Btuh Window Total 400 19724 Btuh Walls Type R Value Area HTM Load 1 Concrete-Exterior 5.0 2376.4 2.6 6226 Btuh 2 Frame-Adjacent 11.0 275.9 1.5 425 Btuh Wall Total 2652.4 6651 Btuh Doors Type Area HTM Load 1 Wood-Bder 48.0 11.8 565 Btuh 2 Wood-Exter 35.4 11.8 417 Btuh 3 Wood-Adjac 16.6 11.8 196 Btuh Door Total 100.0 1178 Btu Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 19.0 3143.0 2.4 7606 Btuh Celli Toted 3143.0 7606 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 201.0 ft(p) 0.0 0 Btuh Floor Total 201,0 0 Btuh Infiltration Type ACH Volum CFM= Load Natural 0.35 40859 238.8 4729 Btuh Mechanical 0 0 Btuh . I Infiltration Toted 239 JIM Stuh Internal Occupants Btuh/occupant Appliance Load cin + 1200 3600 Btuh Y • Manual J Summer Calculations Residential Load - Component Details (continued) LATINAMERICAN INV. Project Title: Code Only 9495 NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI,FL Climate:South Y 2J21/2003 Subtotal 43488 Btuh Duct gain(using duct multiplier of 0.10) 4345 Btuh Total sensible gain 47837 Btuh Totals for Cooling Latent Infiltration gain(for 56 gr.humidity difference) 8054 Btuh Latent occupant gain(8 people @ 230 Btuh per person) 1840 Btuh Latent other gain 0 Btuh TOTAL GAIN 1 58771 Btuh Key: Window types(SHGC-Shad ft efficient of glass as SHGC numerical value or as elm or tint) (U-Wirxlaw U-Factor or'DEF for default) (InSh-Ind shading device:none(N).Blinds/Daperies(S)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (omt-compass orientation) EnergyGauge® FLRCPS v3.22 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CGDE FOR-BUILDING CONSTRUCTION Florida Department of Community Affairs .S Residential Whole Building Performance Method A Project Name: MIAMISHORE NEW RESIDENCE Builder: Address: 96XX NE BISCAYNE BLVD Permitting Office: City, State: MIAMI,FL Permit Number: Owner: LATINAMERICAN INV. Jurisdiction Number: 23000 Climate Zone: South 1. New constriction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. ,Conditioned floor area(ft2) 3143 112 c. N/A _ 7. Glass area&type a. Clear-single pane 263.7 ftz _ 13. Heating system b. Clear-double pane 0.0 ftz _ a. Electric Strip Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane 136.5 ftz _ COP: 1.00 _ d. TinVother SHGC-double pane 0.0 W b. Electric Strip Cap:36.0 kBtu/hr _ 8 Floor types _ COP: 1.00 a. Slab-On-Grade Edge Insulation R=0.0,201.0(p)R _ c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Concrete,Int maul,Exterior R=5.0,2376.4 112 _ EF:0.89 - b. Frame,Wood,Adjacent R=11.0,275.9 112 _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.89 _ d.N/A _ c. Conservation credits _ e. N/A (FIR-Heatrecovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0,3143.0 ftz _ 15. HVAC credits _ 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:Unc. AH:Interior Sup.R=6.0,80.0 It _ M&C-Multizone cooling b. N/A MZ Ii-Multizone heating Glass/Floor Area: 0.13 Total as-built points: 43109 Total base points: 49394 PAS S I hereby certify that the plans and specifications covered by Review of the plans and ,SHE sr this calculation are in compliance with the Florida Energy specifications covered by this o4 Code. calculation indicates compliance PREPARED Y• with the Florida Energy Code. Before construction is completed DATE: / this building will be inspected for I hereby ce ' that is building,^des is in compliance with Section 553.908 zy compliance with the Florida En od Florida Statutes. GOD t4►lB'�` OWNERJAG NT: BUILDING OFFICIAL: DATE: DATE: EneravGauaeO(Version:FLRCPB v3.22) FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT* II BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type= Omt Len Hgt Area X SPM X SOF=Points "18 3143.0 32.30 18386.6 Single,Tint N 1.5 6.3 13.9 27.68 0.94 363.5 Single,Tint N 1.5 4.3 4.6 27.68 0.90 114.3 Single,Clear S 10.0 19.0 40.0 62.19 0.66 1639.2 Single,Clear S 1.5 14.8 20.0 62.19 1.00 1238.2 Single,Clear S 10.0 9.0 33.3 62.19 0.50 1044.6 Single,Clear E 1.5 14.8 41.7 73.03 0.99 3026.6 Single,Tint E 21.3 15.8 10.0 61.31 0.46 284.4 Single,Tint E 1.5 7.0 13.9 61.31 0.94 802.2 Single,Tint E 1.5 4.3 4.6 61.31 0.85 238.9 Single,Tint E 1.5 4.2 6.8 61.31 0.84 348.8 Single,Tint NW 1.5 4.0 4.0 37.22 0.85 127.1 Single,Clear NW 1.5 7.6 57.0 45.04 0.96 2454.8 Single,Tint NW 1.5 14.3 6.0 37.22 1.00 222.4 Single,Clear NW 11.5 19.0 37.2 45.04 0.75 1259.7 Single,Tint NW 1.5 17.3 23.1 37.22 1.00 856.9 Single,Tint SW 1.5 17.3 46.2 57.13 1.00 2633.1 Single,Tint SW 1.5 14.2 3.4 57.13 1.00 193.7 Single,Clear SE 10.0 16.2 17.3 74.09 0.63 801.8 Single,Clear SE 10.0 6.2 17.3 74.09 0.43 551.5 As-Built Total: 400.2 18201.6 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 275.9 1.00 275.9 Concrete, Int Insui,Exterior 5.0 2376.4 2.00 4752.9 Exterior 2376.4 2.70 6416.4 Frame,Wood,Adjacent 11.0 275.9 1.00 275.9 Base Total: 2652A 6692.3 As-Built Total: 2652A 5028.8 DOOR TYPES Area X BSPM = Paints Type Area X SPM = Points Adjacent 16.6 2.60 43.2 Exterior Wood 48.0 9.40 451.2 Exterior 83.4 6.40 533.8 Exterior Wood 35.4 9.40 332.8 Adjacent Wood 16.6 3.80 63.1 Base Total: 100.0 576.9 As-BuiR Total: 100.0 847.0 'CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM= Points Under Attic 3143.0 2.80 8800.4 Under Attic 19.0 3143.0 3.72 X 1.00 11692.0 Base Total: 3148.0 8800A As-Built Total: 3148.0 11692.0 EnerovGauoe®DCA Form 60OA-2001 EnercvGauceVFlaRE&2001 FLRCPB v3.22 FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL. PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Paints Type R-Value Area X SPM = Points Slab 201.0(p) -20.0 4020.0 Slab-On-Grade Edge insulatim 0.0 201.0(p 20.00 4020.0 Raised 0.0 0.00 0.0 Base Total: 41020.0 As-Built Total: 201.0 4020.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3143.0 18.79 59057.0 3143.0 18.79 59057.0 Summer Base Points: 89493.2 Summer As-Built Points: 90806.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Paints (DM x DSM x AHu) 90806.4 0.571 (1.073 x 1.165 x 0.90) 0.284 1.000 16589.0 90806.4 0.429(1.00 x 1.165 x 1.00 0.284 1.000 12441.7 89493.2 0.4266 38177.8 90806A 1.00 1.125 0.284 1.000 29030.7 EneravGauaeTM DCA Form 60OA-2001 EnemvGauae9/FIaRE92001 FLRCPB v3.22 FORM 600A 2001 WINTER CALCULATIONS Residential; Whole Building Performance Method A - Details ADDRESS: 86XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Typs/SC Omt Len Hgt Area X WPM X WOF=Points ".18 3143.0 2.36 1335.1 Single,Tint N 1.5 6.3 13.9 4.98 0.99 68.7 Single,Tint N 1.5 4.3 4.6 4.98 0.99 22.6 Single,Clear S 10.0 19.0 40.0 3.55 1.15 162.5 Single,Clear S 1.5 14.8 20.0 3.55 1.00 70.6 Single,Clear S 10.0 9.0 33.3 3.55 1.36 160.2 Single,Clear E 1.5 14.8 41.7 3.76 1.01 157.9 Single,Tint E 21.3 15.8 10.0 3.99 1.16 46.1 Single,Tint E 1.5 7.0 13.9 3.99 1.02 56.5 Single,TIM E 1.5 4.3 4.6 3.99 1.03 18.9 Single,Tint E 1.5 4.2 6.8 3.99 1.03 28.0 Single,Tint NW 1.5 4.0 4.0 4.95 0.99 19.6 Single,Clear NW 1.5 7.6 57.0 4.88 0.99 276.9 Single,Tint NW 1.5 14.3 6.0 4.95 1.00 29.7 Single,Clear NW 11.5 19.0 37.2 4.88 0.98 178.2 Single,Tint NW 1.5 17.3 23.1 4.95 1.00 114.2 Single,Tint SW 1.5 17.3 46.2 4.27 1.00 197.0 Single,Tint SW 1.5 14.2 3.4 4.27 1.00 14.5 Single,Clear SE 10.0 16.2 17.3 3.29 1.14 64.9 Single,Clear SE 10.0 6.2 17.3 3.29 1.45 82.6 As-Built Total: 400.2 1769.5 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 275.9 0.50 138.0 Concrete,Int Insul,Exterior 5.0 2376.4 0.90 2138.8 Exterior 2376.4 0.60 1425.9 Frame,Wood,Adjacent 11.0 275.9 0.50 138.0 Base Total: 2652A 1563.8 As-Built Total: 2652A 2276.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 16.6 1.30 21.6 Extedor Wood 48.0 2.80 134.4 Exterior 83.4 1.80 150.1 Exterior Wood 35.4 2.80 99.1 Adjacent Wood 16.6 1.90 31.5 Base Total: 100.0 171.7 As-Built Total: 100.0 265.1 CEILING TYPES Area X BWPM = Points Type R Value Area X WPM X WCM= Points Under Attic 3143.0 0.10 314.3 Under Attic 19.0 3143.0 0.14X 1.00 440.0 Base Total: 3143.0 314.3 1 As43ulit Total: 3143.0 440.0 EneravGauae®DCA Form 6MA-2001 EneravGauce&'RaRES7W1 FLRCPB v3.22 FORM 600A 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Poing Type R-Value Area X WPM = Points Slab 201.0(p) -2.1 422.1 Slab-On-Grade Edge Insulation OA 201.0(p -2.10 -422.1 Raised 0.0 0.00 0.0 Base Total: -422.1 As-Bullt Total: 201.0 -422.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 3143.0 -0.06 -188.6 3143.0 -0.06 -188.6 Winter Base Points: 2774.3 Winter As-Built Points: 4140.7 Total Winter X System r Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHI) 4140.7 0.571 (1.099 x 1.137 x 0.91) 1.000 1.000 2690.5 4140.7 0.429(1.00 x 1.137 x 1.00) 1.000 1.000 2017.9 2774.3 0.6274 1740.6 4140.7 1.00 1.137 1.000 1.000 4708.4 EneravGauaem DCA Form 6MA-2001 EneravGauaeVF1aRE52W1 FLRCPB Y3.22 FORM 600A 2001 WATER HEATING.& CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details " ADDRESS:95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: 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 4 2369.00 9476.0 50.0 Q89 4 Q50 2342.38 1.00 4684.8 50.0 0.89 4 0.50 2342.38 1.00 4684.8 A94ullt Total: 9369.5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 38178 1741 9476 49394F29031 4708 9370 43109 E:FP V� EneravGauaeTM DCA Form 600A-2001 EnemvGeuoe91FIaRE92W1 FLRCPB v3.22 FORM 600A 2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details " ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: 6A--21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMEM FOR EACH PRACTICE CHE Exterior Windows&Doors WS.1.ABC.1.1 Max1mum:.3 oftleg.ft.window area;.5 cftrV$Q.IL door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:wirdmmddoors&frames,surrounding wall; foundation&wall sole or sill plate;Orris between exterior wall pars at corners;utility penetrations;between wall panels&tap/bottom plates;been walls and floor. EXCEPTION:Frame watts where a continuous infiltration barrier Is installed that extends from and Is sled to the foundation to the too plate. Floors 606.1.ABC.1.2.2 Penatrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier Is installed that Is seale v to the meter netrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of calling plane of top floor;around shafts,chase soffits,chimneys,cabinets sealed to continuous air barmy;gaps in gyp board&top plat attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is Installed that Is sealed at the PerlmsW at and seams. Recessed Lighting Fixtures 606AABC.1.2.4 Type IC rated with no penetrations,sled;or Type IC or non-IC rated,installed inside a sealed box with 112"clearance&3"from Insulation;or Type IC rated with<2.0 ofm from conditioned space,tested. Mufti-dory Houses 606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity' between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFP have combustion air. SA-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficlency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-In heat trap required. Swimming fools&Spas 612.1 Spas&heated pools must have covers(except solar heaved).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal TO efts of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 nallons 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. Duds in unconditioned attics:R-6 min.insulation. HVAC Controls 607.9 SeDarate 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 calling&floors R-11. v EneravGauceTM DCA Form 60OA-2001 EnerovGauce®/FIaRE642W1 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) t DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*=85.7 The higher the score,the more a ldent the home. LATINAMERICAN INV.,95XX NE BISCAYNE BLVD,MIAMI, FL, 1. New construction or existing NOW - 12. Cooling systems 2. Single family ormulti-family Single family - a. Central Unit Cap:48.0 kBbAw - 3. Number of units,if multi-family I - SEER:12.W _ 4. Number of Bedrooms 4 - b. Central Unit Cap:36.0 kBbAw _ -5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned' foor area(fts) 3143 fta c. N/A 7. Glass area&type _ a. Clear-single pane 263.7 ft - 13. Heating systems b.,Clear-double perm 0.0 ft - a. Electric Strip Cap:48.0 kl3uvbr _ c. Tint/other SHGC-single pane 136.5 fta - COP:1.00 d. Tint/other SHGC-double pane 0.0 W b. Elegric Strip Cap:36.0 kBtu/hr -_ 8. Floor types - COP:1.00 a. Slab-On-Grade Edge Insulation Rm0.0.201.0(p)ft _ a N!A b.NIA _ - c. N/A 14. Hot wow systems - 9. Wall types _ a. Electric Resit Cap:50.0 gallons _ a. Concrete.Int Insul,Exterior R-5.0.2376.4 ft' - EF:0.89 _ b. Frame,Wood,Adjacent R 1 I.Q.275.9 fta b.Electric Resistance c. NIA - Cap:50.0 gallons - _ EF:0.89 _ d.N/A _ c. Consmvation credits e. N/A (HR-Heat recovery,Solar - 10. Ceiling types - DHP-Dedicated haat pump) a. Under Attic R-19.0,3143.0 W _ 15. HVAC credits b.N/A - (CF-Ceiling fan,CV-Cross ventilation, - c. N/A HF-Whole house fan, 11. Ducts _ pT-Progranmable T,hamostat, a. Sup:Unc. Ret:Unc, AH:Interior Sup.R@6.0,80.0 ft - mz-c- tizone cooling. b.N/A MZ-H- 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) .cras sr, in this home before final'mspv'art. ,anew EPL Display Card will be completed,Att� based on installed Code f ro Builder Signature: Date: Address of New Home: �yE � l�ity/FL Zip: we *NOTE:The home's estimated energy performance score is only available through the)MAMS computer program. This is not a Building Energy Rating.Ifyour score is 80 or greater(or 86 for a US EPAIDOEEnergyStar designation), your home may qualify for energy efJ?ciency mortgage(Mo incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge HoWne at 321/638-1492 or see the Energy Gauge web site at www.fsec.0 j.Wu for information and a list ofcertifted Raters.For information about Florida's EnergyEfflciency Code For Building Construction, contact the Department ofCommunity Affairs at 850/487-1824. Energyaauge®(Version:FLRCPB v3.22) Confirmed Rating Home Owner Class 1 Rating 123 Main Street ` Registration No.: 1234 Orlando, FL 32888 FLORIDA Climate: Central Florida BUILDING ENERGI RATING GUIDE $593 Best Worst $1720 3476 $ � 0 27 MBtu 070.1 MBtU 167 MBtu V Existing Home Costs based on: O HERS Reference Home 1 Central Default Electric Rate: $0.080 /kWh Central Default Gas Rate: $0.904 /Therm As compared with other 2500 square foot, 4 bedroom homes with pool pumps. This Home Qualifies for EPA's Energy Star Labe12 This Home Qualifies for an Energy Efficient Mortgage (EEM) Cooling $337 Heating $160 � �Op Hot Water $2552 Reft. $157 b Dryer $83 move $58 W'- Ughting w $210 Joe Rater 12345 Misc. $231 Certified Rater I.D. Number Pool $232 HERS SCOre3: 86.4Signature Date Tots notice Is pm bed to you by an kndtvkfual cerMW by the Ft rida Department of Community Affaks to penba n a building energy rating evakration. Any questions,comments,or com- plaints regardhV the person or Agency pwfomdng this service may be directed to the Fksida Dgxvhnont of Community At7at BuMft Energy Raft System Program,2556 Shumwd Oak Boulevard, Tattahassee,Ftdda,32399-2100,(904/487-1824). , NOTES: 'The HERS Reference Home Is constructed to comply with the 1992 CABO Model Energy Code(MEC)at a HERS scare or 80 or greater. 2The home bulkier must have signed a Memorandum of Understanding with EPA as an Energy Star Fomes partner. 31-lome Energy Rating Systems(HERS)Score calculated In accordance with national HERS guideline rating method. Form 11 B EnergyGauge®(Version: FLRCPB Y3.22) Page 1/2 End-Use Rating Scales Ed the Owner, 123 Main Street,Orlando, FL 32988 Space Cooling Stove $97 �7 $1512 $23 � $87 3.9 13.7 MBtu 61.5 2.1 2.3 MBtu 3.6 Space Heating Lighting $40 $160 $558 $112 $210 $308 1.6 6.M� 44.7 4.6 &5 MBtu 12.5 • Hot Water Miscellaneous Equipment '1$15 :52 $336 $231 $231 11 11 111 0.9' 10.3 MBtu 21.8 9.4 9.4 MBtu 19.41 Refrigerator Pool Pumping $42 $157 $218 $154 x.132 $280 1.7 6.4 Btu 8.9 6.4 9.6 MBtu 11.6 Clothes Dryer $33 $83 $125 Aldmugh every effort has been made to provide accurate informadon,this rating does not constitute or Imply any 3.0 3.MBtu 5.1 "aof warranty. Like an automobile mile-per-gallon sticker or an appliance Score. Your home's HERS score is computed in energy guide,the Florida Building Energy Rating Guide is accordance with proposed national guidelines and falls in a only an estimate. it represents the most likely home energy range from 0(worst)to 100(best). The HERS Score consumption under a standard set of occupancy and considers only heating,cooling,and hot water energy uses. operating conditions. It presents a fair and uniform method HERS also awards stars to the rating In accordance with the of comparing the relative energy-efficiency among homes. following HERS score scale: Actual home energy use,however,will depend on weather, thermostat settings and lifestyle choices. Rating cost 0<=1 Star<40 estimates are based on local utility prices. The Rating 40«2 Star<60 Guide specifies the prices used to compute these costs, 60<a 3 Star<80 but your actual energy cost may differ from this ming. 80«4 Star<86 86<-5Star<92 This Rating guide provides graphic representations of the 92<=5 Star+ relative efficiencies for the home and Its major energy end- uses. The nine end-use ratings shown above are combined to yield the overall energy-efficiency rating. Although the Ratings are usually required to quaky buyers for curtain best rating is always technically achievable,it usually is mortgage financing or utility rebate programs that reward not the mostcost-effective option. Generally,the closer a energy-efficiency. Examples include the Fannie Mae/HUD/ rating is to the"best'(left)end of the scale,the more FHA Energy Efficiency Mortgage(EEfil�Programs now difficult R will be to cost-effectively improve efficiency. offered in Florida. Ratings are also used to qualify buyers Conversely,ratings towards the"worsC(right)end of the of new homes for EPA Energy Star designation(5 Staff,and scale can be easily improved. buyers of existing homes for a variety of other public and private incentive mortgage financing programs and for Note that this Rating Guide also provides a Home Energy utilityenergy-eff9ciency rebate programs. Rating System(HERS)Score for your residence. This For further information on Ratings contact the national score Is provided to enable your home to qualify Energy Gauge Hotline at(407)/638-1492 or visit for national mortgage financing options requiring a HERS the Energy Gauge web site at wwwAso ucf edu. Form 11 B ErwoGaugeV(Version: FLRCPB v3.22) Page 2/2 BUILDING INPUT SUMMARY REPORT Title: MIAMISIAORE NEW RESIDENCEsmily Type: Single Address Type: Street Address � Owner. LATINAMERICAN INV. NewAExWdng: New Lot S: WA W0 of Units: 1 Bedrooms: 4 Subdivision: WA O Builder Name: (blank) Conditioned Area: 3143 Pladmit: WA 9 Climate: South Total Stories: 2 Street: 95)0(NE BISCAYNE BLVD fi Permit Office: (blank) Worst Case: No County: DADE • Jurisdiction#: (blank) Rotate Angle: (blank) City.St,Zip: MIAMI,FL, (� # FloorType WWI Area/Perimeter Unita # Dow Type Orientation Area Units O1 Slab-C trade Edge WRA don 0.0 201.0(p)ft 1 1 Wood Exlerlar 48.0 IF 1 G C 3 WWood ood Exterior 17.7 fP 2 0 Adjacent 16.6 ft' 1 LL G N # Ceiling Type R Val Area Base Area Unita # System Type Efficiency Capacity 1 Under Adic 19.0 3143.0fF 3143.0W 1 Z 1 Central Unit SEER:12.00 48.0 kBbA r a 3 2 Central Unit SEER:12.00 36.0 k13Wr W Q V Credit Mulapilera: Nara♦ V Credit Muitiplfem None # Wall Type Location R Val Area Units # System Type Efficiency Capacity N 1 Cor►aets Block-trrt hn8ulExterlor 5.0 2376.4 fP 1 Z 1 Ekxbic strip COR 1.00 48.0 kBk*r J 2 Frame-Wood Adj zwd 11.0 275.9 fF 1 E` 2 Electric Strip COP,1.00 36.0 kS r = Credit u�Mu��Wplier=, s:u Nam p�� g�� feu # Panes Tint Omt Area OH Length ON Hght U # Lot"Atron Lasa�on Ntaeflonfor R 11 Le i 1 angle Tint N 13.9 fF 1.5 ft 6.3 ft 1 Fes., 1 Uncorb• Utx:orxi, hterior 6.0 80.0 ft 2 angle Th N 4.6 W 1.5 ft 4.3 ft 1 3 angle Clear S 40.0 fP 10.0 ft 19.011 1 � 4 angle Clear S 10.0 fP 1.5 ft 14.8 ft 2 0 5 grog Cir S 33.3 fF 10.0 ft 9.0 ft 1 Credit Muitipflere: Now 6 angle Clear E 13.81P 1.5 ft 14.8 ft 3 7 Shgle Tint E 10.0 fF 21.3 ft 15.8 ft 1 Ir # System NO EF Cap. Conservation Type Con.EF 8 Single Tint E 13.9 fP 1.5ft 7.0 ft 1 lL 1 Elecist Resistance 0.89 50.0 Nona 0.00 9 Single Tht E 4.6 fF 1.5 ft 4.3 ft 1 Q 2 Electric Resist ame 0.89 50.0 Norm 0.00 10 an& Thd E 6.8 if 1.5ft 42 ft 1 11 Single Th NW 4.01F 1.5ft 4.Oft 1 12 Single Clear NW 19.0 ft 1.5ft 7.6 ft 3 13 angle Tho NW 6.0 fF 1.5ft 14.3 ft 1 # Use Default? Annual Operating Cost Electric Rate 14 angle Clear NW 18.61P 11.5 ft 19.0 ft 2 O 15 Sime Tint NW 23.1 fl! 1.5ft 17.3ft 1 W 1 Yes WA NAA 18 angle Th SW 23.1 if 1.5ft 17.3 ft 2 LL Z17 angle Tint SW 3.4 W 1.5ft 142 ft 1 Z z18 angle Clear SE 17.3 W 10.0 ft 162 ft 1 19 single Clear SE 17.3 W 10.0 ft 62 ft 1 Rater Name: C odeOnWro Class S: 3 Pool Size: 0 Rater Certification S: CodeOnlyPro Duct Leakage Type: WA Pump Size: 0.00 hp to Area Under Fluorescent: 0.0 Visible Duct Disconnects: WA Dryer Type: Electric t Area Under Incandescent:0.0 Leak Free Duct System Proposefto Stove Type: Electric NOTE:Not all Rating Info shown HRViERV System Present?: No Avg Cell Hgt.13 EnergyGaugeV Version:FLRCPS v3223 Residential System Sizing Calculation Summary LATINAMERICAN INV. Project Tike: Code On 95XX NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South 1/23/2003 Location for weather data: Miami -Defaults: Latltude(25) Temp Range(L) • Humid data: Interior RH 50% Outdoor wet bulb 6 Humid differs r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 67 F Summer setpoint 72 F Winter tem re difference 20 F Summer temperature difference 18 F Total heating load calculation 30482 Btuh rTuocoolin load calculation 58771 Btuh Submitted heating capacity 84000 Btuh itted doling capacity 84000 Btuh Submitted as%of calculated 275.6 % itted as%of calculated 142.9 % WINTER CALCULATIONS Winter Heatina Load for 3143 Load component Load oc � Window total 400 sgft 8004 Btuh Wali total 2652 sgft 7388 Btuh Door total 100 sgft 920 Btuh Ceiling total 3143 sgft 3457 Btuh Floor total 201 ft 3256 Btuh Infiltration 273 cfm 6005 Btuh Subtotal 29031 Btuh Duct loss 1452 Btuh TOTAL HEAT LOSS 1 30482 Btuh SUMMER CALCULATIONS Summer Coolina Load for 3143 Load comDonent Load Window total 400 sgft 19724 Btuh Wall total 2852 sgft 6651 Btuh Door total 100 sgft 1178 Btuh Ceiling total 3143 sgft 7606 Btuh Floor total 0 Btuh Infiltration 239 cfm 4729 Btuh Internal gain 3600 Btuh Subtotal(sensible) 43488 Btuh ; Duct gain 4349 Btuh Total sensible gain 47837 Btuh WOW1I%) Latent gain(infiltration) 9094 Btuh Latent gain(internal) 1840 Btuh EneWGauqe9 Slime►SWng based on AC CA Manual J. Total latent gain 10934 Btuh PREPARED BY: TOTAL HEAT GAIN 58771 Btuh DATE: ErmmvGaQe® FMPB N3.M 1 e System Sizing Calculations - Winter 'Residential Load - Component Details LATINAMERICAN INV. Project Title: Code Only 95XX NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South ,Reference City:Miami (Defaults) Winter Temperature Difference:20.0 F 1!23/2003 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 1, Tint,Metal, 1.00 N 13.9 20.0 278 Btuh 2 1, Tint,Metal, 1.00 N 4.6 20.0 92 Btuh 3 1, Clear,Metal, 1.00 S 40.0 20.0 800 Btuh 4 1, Cly',Mew, 1.00 S 20.0 20.0 400 Btuh 5 1, Clear,Metal, 1.00 S 33.3 20.0 666 Btuh 6 1, Clear,Metal, 1.00 E 41.7 20.0 834 Btuh • 7 1, Tint,Metal, 1.00 E 10.0 20.0 200 Btuh 8 1, Tint,Metal, 1.00 E 13.9 20.0 278 Btuh 9 1, Tint,Metal, 1.00 E 4.6 20.0 92 Btuh 10 1, Tint,Metal, 1.00 E 6.8 20.0 136 Btuh 11 1, Tint,Metal,1.00 NW 4.0 20.0 80 Btuh 12 1, Cim,Metal, 1.00 NW 57.0 20.0 1140 Btuh 13 1, Tint,Metal, 1.00 NW 6.0 20.0 120 Btuh 14 1, Clear,Metal, 1.00 NW 37.2 20.0 744 Btuh 15 1, Tint,Metal, 1.00 NW 23.1 20.0 462 Btuh 16 1, Tint,Metal,1.00 SW 46.2 20.0 924 Btuh 17 1, Tint,Metal, 1.00 SW 3.4 20.0 68 Btuh 18 1, Clear,Metal, 1.00 SE 17.3 20.0 345 Btuh 19 1, Clear,Metal, 1.00 SE 17.3 20.0 345 Btuh Window Total 400 8004 Btuh Walls Type R-Value Area X HTM= Load 1 Concrete-Exterior 5.0 2376 2.9 6892 Btuh 2 Frame-Adjacent 11.0 276 1.8 497 Btuh Wall Total 2652 7388 Btuh Doors Type Area X HTM= Load 1 Wood-Exter 48 9.2 442 Btuh 2 Wood-Exter 35 9.2 326 Btuh 3 Wood-Adjac 17 9.2 153 Btuh Door Total 100 920Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 19.0 3143 1.1 3451 Btuh Ceillno Toil 3143 3457Btuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insulat 0 201.0 ft(p) 16.2 3256 Btuh Floor Total 201 3256 Btuh infiltration Type ACH X Building Volume CFM= Load Natural 0.40 408W(sgft) 273 6005 Btuh Mechanical 0 0 Btuh Infiltration Total 273 6005 Btuh EneWGauge® FLRCPB N3.22 Manual J Winter Calculations Residential Load - Component Details (continued) LATINAMERICAN INV. Project Title: Code Only -9=NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South 1/23/2003 Subtotal 29031 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 1452 Btuh Total 13tuh Loss 3002 Btuh Key:Window types(SHGC-Shading ooefflotent of glass as SHGC numeral value or as clear or tint) (Frame Was-metal,wood or insulated metal) (U-Window U-Faotor or VEP for defauft) (HTM-ManualJ Fit Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor Was) II EnergyGauge® FLRCPB v3.22 1 t System- Sizing Calculations - Summer Residential Load - Component Details LATINAMERICAN INV. Project Title: Code Only -95XX NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South .Reference City.Miami (Defaults) Summer Temperature Difference: 18.0 F 1/23/2003 Type Overhang Window Area(stlft) HTM Load Window Panes/SHGC/U/InSh/ExShOmt Len Gross Shaded Unshaded Shaded Unshaded 1 1,Tint, 1.00,N.N N 1.5 6.25 13.9 0.0 13.9 23 23 320 Btuh 2 1,Tint, 1.00,N.N N 1.5 4.33 4.6 0.0 4.6 23 23 106 Btuh 3 1,Clear, 1.00,N. N S 10 19 40.0 40.0 0.0 29 46 1160 Btuh 4 1,Clear, 1.00,N.N S 1.5 14.7 20.0 20.0 QO 29 46 580 Btuh 5 1,Clear, 1.00,N,N S 10 9 33.3 33.3 0.0 29 46 966 Btuh 6 1,Clear, I.W.N.N E 1.5 14.7 41.7 0.0 41.7 29 87 3628 Btuh '7 1,Tint, 1.00,N. N E 21.3 15.8 10.0 10.0 0.0 23 63 230 Btuh 8 1,Tint, 1.00,N.N E 1.5 7 13.9 0.0 13.9 23 63 876 Btuh 9 1,Tint, 1.00,N,N E 1.5 4.33 4.6 0.0 4.6 23 63 290 Btuh �10 1,Tint, 1.00,N.N E 1.5 4.16 6.8 0.0 6.8 23 63 428 Btuh 11 1,TIK 1.00,N,N NW 1.5 4 4.0 0.0 4.0 23 46 184 Btuh 12 1,Clear, 1.00,N.N NW 1.5 7.58 57.0 0.0 57.0 29 62 3534 Btuh 13 1,Tint, 1.00,N,N NW 1.5 14.2 6.0 0.0 6.0 23 46 276 Btuh 14 1,Clear,1.00,N,N NW 11.5 19 37.2 0.0 37.2 29 62 2306 Btuh 15 1,Tint, I.W.N.N NW 1.5 17.2 23.1 0.0 23.1 23 46 1063 Btuh 16 1,Tint,1.00,N,N SW 1.5 17.2 46.2 0.0 46.2 23 56 2587 Btuh 17 1.Tint,1.00,N.N SW 1.5 14.1 3.4 0.0 3.4 23 56 190 Btuh 18 1,Clear. 1.00,N.N SE 10 16.1 17.3 17.3 0.0 29 76 500 Btuh 19 1,Clear, 1.00,N. N SE 10 6.16 17.3 17.3 0.0 29 76 500 Btuh Window Total 1 1 400 1 19724 Btuh Walls Type R-Value Area HTM Load 1 Concrete-Exterior 5.0 2376.4 2.6 6226 Btuh 2 Frame-Adjacent 11.0 275.9 1.5 425 Btuh Wali Total 2652.4 6651 Btuh Doors Type Area HTM Load 1 Wood-Edter 48.0 11.8 565 Btuh 2 Wood-Exter 35.4 11.8 417 Btuh 3 Wood-Adjac 16.6 11.8 196 Btuh Door Total 100.0 1178 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 19.0 3143.0 2.4 7606 Btuh Cellina Total 3143.0 1 7606 Btuh Floors Type R-Value Size HTM load 1 Slab-On-Grade Edge insulation 0.0 201.0 ft(p) 0.0 0 Stull Floor Total 201.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 40859 238.8 4729 Btuh Mechanical 0 0 Btuh Infiltration Total 239 4729 Btuh Internal Occupants Btuhioccupant Appliance Load aln ERiemyQaUgeS FLOCPBU.02 + 1200 3600 Btuh 4 . Manual J Summer Calculations Residential Load - Component Details (continued) LATINAMERICAN INV. Project Tide: Code Only 95XX NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate: South 1/23/2003 Subtotal 43488 Btuh Duct gain(using duct multiplier of 0.10) 4349 Stuh Total sensible gain 47837 Btuh Totals for Cooling Latent Infiltration gain(for 58 gr.humidity difference) 9094 Stuh Latent occupant gain(8 people @ 230 Btuh per person) 1840 Stuh ' Latent other gain 0 Stuh TOTAL GAIN 58771 Btuh Key: Window Was(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEP for defauft) (InSh-Interior shading device:none(N),Blinds0aperies(B)or Roller Shades(R)) (E%Sh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) EnergyGaugeO FLRCPB v3.22 All State Engineering and Testing Consultants, Inc. " Testing Laboratories-Engineers-Inspectlon services-Chemists-Drilling.Environmental Services r . Hialeah, March 24, 2003 Adonai Design 2867 SW 69thCourt Miami,Florida 33155 RE: Subsurface Investigation for proposed e located at the South east comer of N m Biscayne Blvd., Miami, Florid Dear Sir: Pursuant to your request, ALL STATE ENGINEERING AND TESTING CO SULTANTS, INC., conducted a sub- surface investigation at the above referenced project. The investigation was performed on March 21, 2003. The purpose of the investigation was to develop information about the site and subsurface conditions existing in the vicinity of the proposed construction area. To achieve the desired objective three (3) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D-1586. A two (2) feet long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty(30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil sample. The numbers of blows required for one (1) foot penetration of the sampler is designated as "N" (Known as the standard penetration resistance value). The"N"Value provides an indication of the relative density of non-cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N"and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. 25 East 4 Street.,Hialeah,Florida 33010 P.O.Boz 66/Hialeah Florida 33010 Phone: (305) 888-3373 Fax: (305) 888-7443 -1 * Page Two j r March 24, 2003 i A continuous drilling and sample procedure was'used. Therefore, the samples were taken at intervals of two (2) feet, or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration test are presented in the boring log in numerical form. The average ground water level at the site was found at eight (8) feet two (2) inches below the existing surface (see boring logs). Fluctuation in the observed water table should be expected due to seasonal climatic changes, rainfall variation, surface water run-off and other specific factors relative to the site in question. FOUNDATION RECOMMENDATION: Based on our professional engineering judgment and experience it is our professional opinion that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 2500 pounds per square foot (psf). The use of spread footings and single column pads is suggested. A-monolithic foundation system may also be adopted. The foundation should bear on the compacted silica sand material or compacted backfill lime rock and lime sand material (or approved fill material) used to raise the site to grade and the building pad should maintain a distance of+/-5 feet outside the perimeter of construction. The building pad area should be cleared of all top soil and unsuitable surface material and proof rolled prior to construction. Addition backfill required to raise the site to grade should be performed using a clean mixture of sand, lime rock and lime sand in compacted layers not to exceed twelve (12) inches in compacted thickness. Each layer should be compacted to achieve a minimum compaction of 98%of the optimum dry density as per AASHTO T-180. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions between borings may be different from those at the test locations. g y Therefore , should any subsoil condition different from those reported in our boring logs be encountered during construction, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., should be notified immediately. This report was prepared exclusively for the use of Adonai Design. The conclusion provided by ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. incerely Yours, 3 _fir, 03 Waseem Quadri, P.E.#51481 Special Inspector (Threshold Bldg)#1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. WQ/nt..MARCH2003-59/60 All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST EOPJNO REPORT Client Adonai Design Order No 0212 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No' B-1 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date 03/21/03 Location North side of property Driller MP&LT Depth Description of Materials Sample Hammer Blows on "N" Hammer (feet) Number Sampler Blows on Casing 1 From 0'-0"to 0'-3"Top soil 3 5 2 From 0'-3"to 2'-0"B.Fill-Light brown medium 07 6 4 11 3 Silica sand with lime rock fragments 3 4 4 From 2'-0"to 4'-0"Tan fine sugar sand 214' 3 3 7 5 From 4'-0"to 8'-0"Light brown medium silica sand 4 4 6 416' 5 5 9 7 4 3 8 618' 3 2 6 9 From 8'-0"to 15'-0"White sandy lime rock 3 4 10 8110' 5 5 9 11 5 5 12 1012' 5 6 10 13 6 7 14 12'14' 8 7 15 15 9 8 16 End of Boring @ 15'-0" 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 22'24' 25 Water level: 8'-0" below surface at date 03/21/03 7sare eem Quadri, P.E.#51481 As a mutual protection to clients,the public and ourselves, all rmitted as the confidential property of clients,and authorization for publication of statements conclusi from or regarding is served pending our written approval All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST BOR/NG REPORT Client Adonai Design Order No 03-0212 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No B-2 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date .03121103 Location South East side of property Driller MP&LT Depth Descriptlon of Materials Sample Hammer Blows on "N" Hammer (feet) Number Sampler Blows on Casing 1 From 0'-0"to 0'-3"Top soil 1 1 2 From 0'-3"to 2'-6" Tan fine sugar sand (loose) 0'2' 1 1 2 3 From 2'=6"to 15'-0"White sandy lime rock 1 13 4 2'4' 12 10 25 5 9 8 6 4'6' 7 8 15 7 7 8 8 6'8' 8 9 16 9 9 10 10 8110' 9 8 19 11 7 6 12 10'12' 6 5 12 13 5 6 14 12'14' 6 7 12 15 7 7 16 End of Boring @ 15'-0" 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 22'24' 25 Water level : 8'-6" below surface at date. 03/21/03 Waseem Quadri, P.E. 481 As a mutual protection to clients,the public and ourselves, all repo are submitted as the confidential property of clients,and authorization for publication of statements conclusions r extract from or regarding is served pending our written approval -All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST BORING REPORT Client Adonai Design Order No CM12 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No B-3 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date 03/21/03 Location South West side of property Driller MP&LT Depth Description of Materials Sample Hammer Bloms on "N" Hammer (feet) Number Sampler Blows on Casin 1 From 0'-0"to 0'-3"Top soil 1 1 2 From 0'-3"to 2'-0" Tan fine sugar sand 012' 2 3 3 3 From 2'-0"to 5'-0"Light brown medium silica sand 3 3 4 2'4' 3 3 6 5 3 3 6 From 5'-0"to 9'-0"Brown medium silica sand with 416' 4 5 7 7 Lime rock fragments 5 5 8 6'8' 4 3 9 9 2 2 i 10 From 9'-0"to 15'-0"White sandy lime rock 8110' 5 6 7 11 6 6 12 1012' 6 7 12 13 7 6 14 12'14' 7 6 13 15 7 8 16 End of Boring @ 15'-0" 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 i 24 22'24' 25 Water level : 8'-0" below surface at date 03/21/03 3 '2S faseem Quadri, P.E.#51481 As a mutual protection to clients,the public and ourselves,all reportsed as the confidential property of clients,and authorization for publication of statements conclusions or extract from or regarding is served-pending our written approval /�v PROPERTY ADDRESS VACANT LAND { I LEGAL.D '' RIPTIOid f A PORTION OF GOVERMENT LOT 4, TOWNSHIP 83 SOLIH, RANGE 42, EAST IN WE COUNTY FLORIDA, DESCRIBED AS FOLLO" SCALE., 1" =30' ° 00 COMMENCING AT THE SOUTHEAST INTERSECTION OF B,CAYNE BOULEVARD 99th STREET AND RUNNING THENCE EAST ALONG THE. J pD SOUTH SIDE OF 99th STREET 92 FEEL: THENCE.SOUB1 AT RIGHT ANGLES TO 99th STREET 140 FEET', THENCE IN A NORTH- g , WESTERLY DIRECTION IN A STRAIGHT UNE TO A POIN ON THE EAST SIDE OF BISCAYNE BOULEVARD-140 FEET FROM POINT OF ' b o - ' BEGINNING; THENCE NORTHERLY ALONG THE EAST SID'_ OF BISCAYNE BOULEVARD TO POINT OF BEGINNING, a - _1 9-'03 OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY,FLORIDIL a v O z o fA o � A-(y 5T.90)0 A .4 AWrAOO=r C3 v 0 w 31,40 � Gv M p W � � Z� = rAWYAW W n. F zQ .� cJ j z w 3 F 0 s�.00 C �o O a a vQ/ " 3 / 14. xl �. cn Z p Q sa P w L � vAcW m � 1 a W. LINE LOT 1 oI R P13-81, PG-60g Z sell < to 51 ZWo .. �58� IR $ Z I'l, 1 J 90. a d rn d� All State Engineering and Testing Consultants, Inc. Testing Laboratories-Engineers-Inspection Services-.Chemists-Drilling-Environmental Services Hialeah, March 24, 2003 Adonai Design 2867 SW 69th Court Miami, Florida 33155 RE: Subsurface Investigation for proposed structure to be located at the South east comer of NE 95t Street and Biscayne Blvd., Miami, Florida Dear Sir: Pursuant to your request, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., conducted a sub- surface investigation at the above referenced project. The investigation was performed on March 21, 2003. The purpose of the investigation was to develop information about the site and subsurface conditions existing in the vicinity of the proposed construction area. To achieve the desired objective three (3) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D-1586. A two (2) feet long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil sample. The numbers of blows required for one (1) foot penetration of the sampler is designated as "N" (Known as the standard penetration resistance value). The "N"Value provides an indication of the relative density of non-cohesive soils and the consistency tency of cohesive Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. 25 East 4 Street.,Hialeah,Florida 33010 P.O.Boz 661 Hialeah Florida 33010 Phone: (305) 888-3373 Fax: (30 888-7443 Page Two - March 24,2003 i A continuous drilling and sample procedure was used. Therefore, the samples were taken at intervals of two (2) feet, or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration test are presented in the boring log in numerical form. The average ground water level at the site was found at eight (8) feet two (2) inches below the existing surface (see boring logs). Fluctuation in the observed water table should be expected due to seasonal climatic changes, rainfall variation, surface water run-off and other specific factors relative to the site in question. FOUNDATION RECOMMENDATION: Based on our professional engineering judgment and experience it is our professional opinion that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 2500 pounds per square foot (psf). The use of spread footings and single column pads is suggested. A-monolithic foundation system may also be adopted. The foundation should bear on the compacted silica sand material or compacted backfill lime rock and lime sand material (or approved fill material) used to raise the site to grade and the building pad should maintain a distance of+/- 5 feet outside the perimeter of construction. The building pad area should be cleared of all top soil and unsuitable surface material and proof rolled prior to construction. Addition backfill required to raise the site to grade should be performed using a clean mixture of sand, lime rock and lime sand in compacted layers not to exceed twelve (12) inches in compacted thickness. Each layer should be compacted to achieve a minimum compaction of 98%of the optimum dry density as per AASHTO T-180. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions between borings may be different from those at the test locations. Therefore , should any subsoil condition different from those reported in our boring logs be encountered during construction, ALL STATE ENGINEERING. AND TESTING CONSULTANTS, INC., should be notified immediately. This report was prepared exclusively for the use of Adonai Design. The conclusion provided by ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the.npportunity to have been of service to your company. Please feel free to contact us if there are any questions or_comments pertaining to this report. incerely 11 Yours, 3 _2,� 0-3 Waseem Quadri, P.E.#51481 Special Inspector (Threshold Bldg)#1154 ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. WQ/nt..MARCH2O03-59/60 All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST LOPJNG REPORT Client Adonai Design Order No OM212 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No B-1 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date 03/21/03 Location North side of property Driller NIP&LT ------------- Depth Description of Materials Sample Hammer Blows on "N" Hammer (feet) Number Sampler Blows on Casing 1 From 0'-0"to 0'-3"Top soil 3 5 2 From 0'-3"to 2'-0"B.Fill-light brown medium 012' 6 4 11 3 Silica sand with lime rock fragments 3 4 4 From 2'-0"to 4'-0"Tan fine sugar sand 214' 3 3 7 5 From 4'-0"to 8'-0"Light brown medium silica sand 4 4 6 416' 5 5 9 7 4 3 8 618' 3 2 6 9 From 8'-0"to 15'-0"White sandy lime rock 3 4 10 810' 5 5 9 11 5 5 12 1012' 5 6 10 13 6 7 14 12'14' 8 7 15 15 9 8 16 End of Boring @ 15'-0" 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 2224' 25 Water level: 8'-0" below surface at date 03/21/03 rs eem Quadri, P.E.#51481 Asa mutual protection to clients,the public and ourselves,all rebmitted as the confidential property of clients, and authorization for publication of statements conclusiot from or regarding is served pending our written approval All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST BORING REPORT Client Adonai Design Order No 03-0212 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No B-2 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date 03/21/03 Location South East side of property Driller MP s LT Depth Description of Materials Sample Hammer Blows on "N" Hammer (feet) Number Sampler Blows on Casing 1 From 0'-0°to 0'-3°Top soil 1 1 2 From 0'J'to 2'-6° Tan fine sugar sand(loose) 012' 1 1 2 3 From 2'=6°to 15'-0"White sandy lime rock 1 13 4 214' 12 10 25 5 9 8 6 4'6' 7 8 15 7 7 8 8 6'8' 8 9 16 9 9 10 10 8110' 9 8 19 11 7 6 12 1012' 6 5 12 13 5 6 14 12'14' 6 7 12 15 7 7 16 End of Boring @ 15'-0° 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 24 22'24' 25 Water level: 8'-6" below surface at date 03/21/03 seem Quadri, P.E.# 481 As a mutual protection to clients,the public and ourselves,all reportf bmitted as the confidential property of clients,and authorization for publication of statements conclusionst from or regarding is served pending our 9 9 pe 9 written approval -All State Engineering & Testing Consultants, Inc. Testing Laboratories-Engineers—Inspections-Services-Chemists-Drilling—Environmental Services 25 East 4 Street.,Hialeah Florida 33010 Tel:(305)—888-3373 TEST BOR/NG REPORT Client Adonai Design Order No OU212 Address 2867 SW 69th Court., Miami, Florida 33155 Report No Project Proposed Structure Hole No B-3 Address NE 95th Street and Biscayne Blvd., Miami, Florida Date 03121/03 Location South West side of property Driller MP&LT ------------- Depth Description of Materials Sample Hammer Blows on "N" Hammer (feet) Number Sampler Blows on Casing 1 From 0'-0"to 0'-3"Top soil 1 1 2 From 0'-3"to 2'-0" Tan fine sugar sand 0'2' 2 3 3 3 From 2'-0"to 5'-0"Light brown medium silica sand 3 3 4 2'4' 3 3 6 5 3 3 6 From 5'-0"to 9'-0"Brown medium silica sand with 416' 4 5 7 7 Lime rock fragments 5 5 8 618' 4 3 9 9 2 2 10 From 9'-0"to 15'-0"White sandy lime rock 8'10' 5 6 7 11 6 6 12 10'12' 6 7 12 13 7 6 14 12'14' 7 6 13 15 7 8 16 End of Boring @ 15'-0" 14'16' 17 18 16'18' 19 20 18'20' 21 22 20'22' 23 I I I 24 22'24' 25 Water level : 8'-0" below surface at date 03/21/03 e—' '2S faseem Quadri,P.E.#51481 As a mutual protection to clients,the public and ourselves,all reportsed as the confidential property of clients,and authorization for publication of statements conclusions or extract from or regarding is served pending our written approval PROPERTY ADDRESS VACANT LAND /E v LEGAL DESCRIPTION ro. A PORTION OF GOVERMENT LOT 4. TOWNSHIP 53 SOLIH, RANGE 42, EAST, IN RADE COUNTY, FLORA, DESCRIBED A=NGTHE SCALE: 1" =3O' COMMENCING AT THE SOUTHEAST INTERSECTION OF 93CAYNE BOULEVARD 95th SET AND RUNNING THENCE FIST 4TREI O SOUTH SIDE OF 95th STREET 82 FEEL; THENCE SOUIi AT RIGHT ANGLES TO 95th STREET 140 FEET; THENCE IN A NORTH511 - ; WESTERLY DIRECTION IN A STRAIGHT UNE TO A POIN' ON THE EAST SIDE OF BISCAYNE BOULEVARD-140 FEET FROM POINT OF b N , BEGINNING; THENCE NORTHERLY ALONG THE EAST Siff_ OF BISCAYNE BOULEVARD TO POINT OF BEGINNING. f �l 9 -03 OF THE PUBLIC RECORDS OF MIAMI,-DADS COUNTY,FLORIDA. o Z ZI 0 A-( ,f U 11111 ,111 G4 �s JD E. 95th ST. ? r IvAY D� n n V.4 A'.R?�AHl�it y LS C 0 Q � F- w C ty 31.40 � a_ M � � � Zo zw 43 X1 / xl 1141f 1111 7�7fd4664H, E ,§ w o m ¢ gffi P- m w VACANT mm W. LINE LOT 1 R - IR _ ' � � PB 81, PG_60 � , will yi z z 0 En SIN x ...95$ Lu ILI o �� $ 154.74M } d d � - • � f � 3�� FORM 600A 2001 FLORIDA ENERGY EFFICIENCY CODE } FOR BUILDING CONSTRUCTION Florida Department of Community Affairs - Residential Whole Building Performance Method A Project Name: MIAMISHORE NEW RESIDENCE Builder: Address: 95XX NE BISCAYNE BLVD Permitting Office: R Ity,State: MIAMI,FL Permit Number: Owner. 1.ATINAMERICAN INV. Jurisdiction Number. 25000 Climate Zone: South A 1. New duction or erostimg New _ 12. Cooling systems 2. Single family or multi-family Single famdly - a Central Unit Cap:48.0 kBtu/ln _ 3. Number of units,if multi-family I - SEER:12.00 _ 4. Number of Bedrooms 4 b. Central Unit Cep:36.0 kBtulhr - 5. Is this a worst case? No - SEER:I2.00 6. Conditioned floor am 3143 f c. N/A -_ 7. Glass area dt type a Clear-single parse 263.7 Rs _ 13. Heating system b. Clear-double pane 0.0 ft1 - a Electric Strip Cap:48.0 kBtu/hr c. Tutt/other SHGC-single parr 136.5 fts - COP:1.00 -_ d.Tint/other SHOO-double pane 0.0 84 b.Electric Strip Cap:36.0 kBtu/hr _ S. Floor types COP:1.00 _ a S1641-Cuade Edge Iraul don R-0.0,201.0(p)ft - a N/A b.N/A c. N/A 14. Hot water systema - 9. Wall types - a. Electric Resistance Cap:50.0 gallons _ a Concrete,Int 1nsul,Exterior R-5.0.2376.4 W - EF:0.89 _ b. Frame,Wood„Adjacent R-11.0,275.9 ft' _ b.Electric Resistances Cap:50.0 gallons c. N/A - - EF:0.89 _ d.N/A - c. Caamevation credits _ C. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DEP-Dedicated had pump) a Under Attic R-19.0.3143.0 Its _ 15. HVAC credits b.N/A - (CF-Ceiling fen,CV-Cross ventilation. - c. N/A HF-W1ole home fan. 11. Ducts - PT Programmable fit, a Sup:Unc. Ret:Urm. AH:Irterior Sup.R-6.%80.0 ft M7,C_Muitizotre cooling. b.N/A M&H Multizmw heatirW GlassJFloorArea: 0.13 Total ass-built points: 43109. PASS Total base points: 49394 I hereby certify that the plans covered by Review of the plums and 7this calculation are in com Energy specifications covered by the ' Code. 7 calculation indicates compbrice �, Q° PREPARED BY: with the Florida orgy Code• DATE. Before construction Is completed this building wM be Inspected for 1 hereby certify that this building,as designed,Is In compliance with Florida Section 553.908 compliance with the FloridaEnergy Code. we OWNERIAGENT: BUILDING OFFICIAL: --�� DATE: DATE: EneravGetiosS(Version:FLRCPB v3.221 I FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:95XX NE BISCAYNE BLVD,MIAMI,FL. PERMIT#: r i BASE . AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type= Ornt Len Hgt Area X SPM X SOF=Points .18 3143.0 32.50 18988.6 Single,Tint N 1.5 6.3 13.9 27.68 0.94 363.5 Single,Tint N 1.5 4.3 4.6 27.68 0.90 114.3 Single,Gear S 10.0 19.0 40.0 62.19 0.66 1639.2 Single,Gear S 1.5 14.8 20.0 W-19 1.00 1238.2 Single,Cir S 10.0 9.0 33.3 62.19 0.50 1044.6 Single,Gear E 1.5 14.8 41.7 73.03 0.99 3026.6 Single,Tett E 21.3 15.8 10.0 61.31 0.46 284.4 Single.Tint E 1.5 7.0 13.9 61.31 0.94 802.2 Single,Tint E 1.5 4.3 4.6 61.31 0.85 238.9 Single,Tint E 1.5 4.2 6.8 61.31 0.84 348.8 Single.Tint NW 1.5 4.0 4.0 37.22 0.85 127.1 Single,Clear NW 1.5 7.6 57.0 45.04 0.96 2454.8 Single,Tint NW 1.5 14.3 6.0 37.22 1.00 222.4 Single.Clear NW 11.5 19.0 37.2 45.04 0.75 1259.7 Single,Tint NW 1.5 17.3 23.1 37.22 1.00 856.9 Single,Tint SW 1.5 17.3 46.2 57.13 1.00 2633.1 Single,Tint SW 1.5 14.2 3.4 57.13 1.00 193.7 Single,Gear SE 10.0 16.2 17.3 74.09 0.63 801.8 Single,Clear SE 10.0 6.2 17.3 74.09 0.43 551.5 As-Bunt Total: 400.2 18201.6 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 275.9 1.00 275.9 Concrete,Int maul,Exterior 5.0 2376.4 2.00 4752.9 Exterior 2376.4 2.70 6416.4 Frame,Wood,Adjaoent 11.0 275.9 1.00 275.9 Base Total: M2A 6892.3 As-Built Total: 2052A 5028.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjaw t 16.6 26o 43.2 Exterior wood 48.0 9.40 451.2 Exterior 83.4 6.40 533,8 Exterior Wood 35.4 9.40 332.8 Adjacent Wood 16.6 3.80 63.1 Base Total: 100.0 876.8 As-Built Total: 100.0 847.0 CEIUNO TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 3143.0 2.80 8800.4 Under Attio 19.0 3143,0 3.72 X 1.00 11692.0 Base Total: 3143.0 8800A I As-BuQt Tatal: 3143.0 11682.0 EneravGauoe®DCA Form 600A-2001 EnerovGatRES2001 FLRCPB v3.22 FORM 60OA 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details r .. ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT SIMMONS FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM Points 1 Slab 201.0(p) -20.0 -4020.0 Skb-On-Grade Edge Insula0on 0.0 201.0(p 20.00 -4020.0 Raised 0.0 0.00 0.0 Base Total: 4020.0 As-Built Total: 201.0 -4020.0 INFILTRATION Area X BSPM = Points Area X SPM Points 3143.0 18.79 59057.0 3143.0 18.79 59057.0 Summer Base Points: 89483.2 Summer As-Built Points: 90806A Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplied Multiplier Multiplier Points (DM x DSM x AHU) 90806.4 0.571 (1.073 x 1.165 x 0.90) 0.284 1.000 16589.0 90806.4 0.429(1.00 x 1.165 x 1.00 0.284 1.000 12441.7 89483.2 OA266 38177.8 90806A 1.00 1.126 0.284 1.000 29030.7 V .'1 EneravGauaewl DCA Forni 600.0-2001 r EnwavGew9VFWREMW1 FLRCPB v3.22 FORM 600.4 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overlong Floor Area Type= Omt Len Hgt Area X WPM X WOF=Points .18 3143.0 236 1335.1 Slagle,Tint N 1.5 6.3 13.9 4.98 0.99 68.7 Stile,Tint N 1.5 4.3 4.6 4.98 0.99 22.6 Side,Clear S 10.0 19.0 40.0 3.55 1.15 162.5 Single,Clear S 1.5 14.8 20.0 3.55 1.00 70.6 Single,Clear S 10.0 9.0 33.3 3.55 1.36 160.2 Sib,Clear E 1.5 14.8 41.7 3.76 1.01 157.9 Single,Tint E 21.3 15.8 10.0 3.99 1.16 46.1 Single,Tint E 1.5 7.0 13.9 3.99 1.02 56.5 Single,Tint E 1.5 4.3 4.6 3.99 1.03 . 18.9 Single,That E 1.5 4.2 6.8 3.99 1.03 28.0 Single,Tint NW 1.5 4.0 4.0 4.95 0.99 19.6 Single,Clear NW 1.5 7.6 57.0 4.88 0.99 276.9 Single,Tint NW 1.5 14.3 6.0 4.95 1.00 29.7 Single,Clear NW 11.5 19.0 37.2 4.88 0.98 178.2 Single,Tint NW 1.5 17.3 23.1 4.95 1.00 114.2 Single,Tint SW 1.5 17.3 46.2 4.27 1.00 197.0 Single,Tint SW 1.5 14.2 3.4 4.27 1.00 14.5 Single,Clear SE 10.0 16.2 17.3 3.29 1.14 64.9 Single,Clear SE 10.0 6.2 17.3 3.29 1.45 82.6 As-Buis Total: 4002 1769.5 WALL TYPES Area X BWPM = Points Type R Valu Area X WPM = Points Adjacent 275.9 0.50 138.0 Conorete, Int Insul,Exterior 5.0 2376.4 0.90 2138.8 Exterior 2376.4 0.60 1425.9 Frame,Wood,Ad*ent 11.0 275.9 0.50 138.0 Base Total: 26524 1585.8 As4kdit Total: 2652.4 2276.8 DOOR TYPES Area X BWPM = Points Type Area X WPM Points Adjacent 16.6 1.30 21.6 Exterlor Wood 48.0 2.80 134.4 Exterior 83.4 1.80 150.1 Exterior Wood 35.4 2.80 99.1 Adjacent Wood 16.6 1.90 31.5 Base Total: 100.0 171.7 As-Built Total: 100.0 285.1 CEILING TYPES Area X BWPM = Points Type R-Valu Area X WPM X WCM= Pmts Under Attic 3143.0 0.10 314.3 Under Atm 19.0 3143.0 0.14 X 1.00 440.0 Base Total: 3143.0 314.3 1 As-Bullt Total: 3143:0 440.0 EnerovGauae®DCA Form 60111-2001 EnwovGauoe&VWE&=1 R RCPB v3.22 • FORM 600A 2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details � •9 ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 201.0(p) -2.1 -422.1 Slab0i-Grade Edge Insulation 0.0 201.0(p 2.10 -422.1 Raised 0.0 0.00 0.0 Base Total: 422.1 As.Bul t Tabd: 201.0 -422.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 3143.0 -0.06 -188.6 3143.0 -0.06 -188.6 Winter Base Points: 2774.3 Winter As-Built Points: 4140.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 4140.7 0.571 (1.099 x 1.137 x 0.91) 1.000 1.000 2690.5 4140.7 0.429(1.00 x 1.137 x 1.00) 1.000 1.000 2017.9 2774.3 0.6274 1740.6 4140.7 1.00 1.137 1.000 1.000 4708.4 EnerovGauae'm DCA Form 604A-2001 S'2001 FLRCPB v3.22 • FORM 600A 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI,FL, PERMIT#: 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 4 2369.00 9476.0 50.0 0.89 4 0.50 2342.38 1.00 4684.8 50.0 0.89 4 0.50 2342.38 1.00 4684.8 A943uilt Total: 1. 9M.5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hat Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points I Points Points Points Points 38178 1741 9476 49394 1 29631 4708 9370 43109 PASS • � a we EnemvGauaeTM DCA Form SMA-2001 ' Era mvGauae&V1aRES`2W1 FLRCPB v3.22 FORM 600A 2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 95XX NE BISCAYNE BLVD,MIAMI.FL, PERMIT#: 6A 21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1 .1.1 Maadmum:.3 .ft.window area:.5 obft.1 door area. Exterior&Adjacent Walls 606.1.ABC.1.21 Caulk,gasket,weathemstrip or seal between:wkKbt* /doom&frames,surrounding wall; . foundation&wag sow or sill plate;joints between exterior wail panels at coffers;utility penetrations;between wall panels&topJbottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous IdItration barrier Is Installed that eadends from and is sealed to the 11cundation to the top plate, Floors 606.1.ABC.1.2.2 Penstrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:From floors where a continuous Infiltration barrier Is Installed that is seals to the Perimetw,Penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between wails&ceilings;penetrations of cel ft plane of bop floor,around shafts,chase soffits,chimneys,cabinets sealed to continuous air baffler;gam In gyp board&top plat attic access.EXCEPTION:Frame ceilings where a continuous,Inflltra tion barrier is Installed that Is sealed at the Derimeter,at and seams. Recessed Lighting Fbdures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,Installed inside a sealed boat with IM clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditionediixm.tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on of floor between tbors. Additional infiltration MCA6W.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFP have combustion air. r/ SA 22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COIM111ONENTS SECTION RE IRIORM" CHEF Water Heaters 612.1 Comply with etflclency requirements In Table 6-12.Switch or clearly marked circuit breaker WOW or cutoff must be mvided.External or buiit4n heat trap required. Swimming Pools&Spas 612.1 Spas&hued pools must have covers(a=pt solar heated).Noncommercial pools must ham a pump tinier.Gas spa&pool heaters must have a minimum thermal eflicie of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 callone pg minute at 80 PSIG. Alr Distribution Systems 610:1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically v attached,sealed,insulated.and Installed in accordance with the criteria of Section 61Q Ducts in attics:R-6 min.insulation. HVAC Controls 607.1 n 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 skies. Common ceiling&floors R-11. EneravGaucew DCA Form 600A-2001 EnerovGauoe&FIsRES2001 FLRCPB v3.22 b ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD • ESTIMATED ENERGY PERFORMANCE SCORE* 85.7 The higher the score,the more efficient the home. LATINAMERICAN INV.,9W NE BISCAYNE BLVD,MIAMI, FL, 1. New duction or misting New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEE R:1100 _ 4. Number of Bedrooms 4 _ b. Cenral Unit Cap:36.0 kBtu/hr _ 5. 1s this a worst case? No - SEM:12.00 _ 6. Conditioned floor area(ftp 3143 W c. N/A 7. Glass area dt type _ - a Clear-single pane 263.7 ftz - 13. Heating systems b. Claw-double perm 0.0 W - a. Electric Strip Cap:48.0 kBUvk _ c. Tint/odw SHGC-single parva 136.5 f _ COP 1.00 _ d. Tintlother SHGC-double pane 0.0 Rs b.Electric Strip Cap:36.0 kBtu/hr _ S. Floor types - COP:1.00 _ L Slab-On-Grade Edge houlation R=0.0,201.0(p)ft - c. N/A b.N/A _ - c. N/A 14. Hot water systems - 9. Wall types __ Q. Electric Resistance Cap:50.0 gallons _ L Concrete,Int Irml,Exterior R-5.0,2376.4 W - EF:0.89 _ b.Frame,Wood,Adjacent Rm11.0.275.9 if+ - b.Electric Resistance Cap:50.0 gallons c. N/A - - EF:0.89 _ d.N/A - a Conservation credits _ e. N/A (ER-Hod recovery.Solar 10. Ceiling types _ DEP-Dedicated.had pump) L Under Attic R 19.0.3143.0 ftz - 15. HVAC credits b.N/A _ (CF-Ceiling fan,CV-(was va tilatic% - c. N/A HF--Whole house fan, 11. Ducts - Fr Prqpmmable Tom. L Sup:Unc. Ret:Unc. AH:Interior Sup.R-6.0.80.0 It _ M&C-Multizone cooling b.N/A M&H Multi hosting) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving feaUm which will be installed(or exceeded) its sT in this home before final ikon.Otherwise,a new EPL Display Card will be completed SQA based on installed Code compliant feahrm w e Builder Signature: Date: o° Address of New Horne: City/FL Zip: �D WS •/VOTE.The home's estimated energy performance score is only►available through the IT AIPM computer program. This is not a BuildtngEnwVRating.Ifyour score is 80 or greater(or 86for a USMUIDOEEnergyStar gnation), Your home may qualify for energy efcieruy mortgage(MO incendw ifyoou obtain aFloridaEne V Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwwfseaucfedu for information and a list of certified Raters For information about Florida's EnwV Ff ciency Code ForBuddYng Construction, contact the Department ofCommunity4 airs at 850!487-1824. >:.* EnaWOaugeg(Version:FLRCPB v3.22) A. Confirmed Rating Home Owner Class 1 Rating 123 Main S _ _ Registration No.: 1234 Orlando, FL 32888 FLORIDA. CIlff e:Centel Fbrift BUILDING ENERGI RATING GUIDE Best Worst $693 $1720 $3476 ♦ 0 27 M Btu 1 070.1 M Btu 167 M Btu Existing Home Costs based on: HERS Reference Home 1 Central Default Electric Rate: $0.080 /kWh Centra!Default Gas Rate: $0.904 /Therm As compared with other 2500 square foot, 4 bedroom homes with pool pumps. This Home Qualifies for EPA's Energy Star Labe12 This Home Qualifies for an Energy Efficient Mortgage (EEM) Cooling $337 Heating $180 IQs Hot Water $252 ` Refig. $157 s Dryer $83 Stove $58 Ughtirg $210 Joe Rater 12345 pq $231 Certified Rater I.D. Number Pool $232. HERS Score3: 86.4 Signa Date This notice Is provided to you by an kx*ldual oertfl3fed by the . Flbnda Department of CommunNy Affairs to pedtxm a buil ft energy mit evaluation. AnYWmstkm comments,orcom- pW is mWding the person or Agency performing this servke may be domed to the Flodds D&Pa*xW of Community Affafm Butft Energy Rating System Program,2555 Sham W Oak Boulevard. Taikhassee,Flom 32398-2100(904/487-1824). NOTES: 'The HERS Reference Home is constructed to comply with the 1992 CABO Model Energy Code(MEC)at a HERS score of 80 or greater. 2The home builder must have slgned a Memorandum of Understanding with EPA as an Energy Star Homes paitrsa: 3Home Energy Rating Systems(HERS)Scone cabAded in eomdanoe with national HERS guideline raft method. Form 11 B EnergyGaugeO(Version: FLRCPB Y3.22) Page 1/2 m E.nd-Use Rating Scales Ed the Ow w, 123 Nein Street,Orlando, FL 32988 • Space Cooling Stove - - $97 V!7 $1512 $23 $58 ' $87 3.9 13.7 MBtu 61.5 2.1 2 3 3.6 Space Heating Lighting $40 $160 $gy8 $112 $210 1.6 6.55 MBtu 44.7 4.8 14&5 MBtu 1127.51 Hot Water Miscellaneous Equipment $15 $♦252 $336 $231 $231 $231 0.9 A 21.8 9.4 9.4 10.3 MBtu 9.4 MBtu Refrigerator Pool Pumping $42 �57 $218 $154 $♦23? $280 [. 1.7 A 8.9 6.4 11.6 6.4 MBtu 9.6 MBtu Clothes Dryer $33 V $125 i fthough every effort has been made to provide accurate lnfwmadoA this nOW does not©onsthrte or knpty any 3.0 A5.1 type of warranty 3.4 MBtu Like an automobile mile•perlpliori sticker or an appliance Score. Your home's HERS score is computed in energy guide,the Florida Building Energy Rating Guide is accordance with proposed rational guldelhws and falls in a only an estimate. it represents the most Ukely home energy range from 0(worst)to 100(bei. The HERS Score consumption under a standard set of occupancy and considers only heating,cooling,and hot water energy uses. operating conditions. It presents a fair and uniform method HERS also awards stars to the reeding in accordance with the of comparing the relative energy-eftictency among homes. following HERS score scale: Actual home energy use,however,will depend on weather, thermostat settings and lifestyle.choles. Rating cost 0«1 Star<40 estimates are based on local utility prices. The Rating Guide specifies the pries used to compute these casts, 40«2 Star<60 but your actual energy cost may differ from this mft. 60<-3 Star<80 80<-4 Star<86 This Rating guide provides graphic representations of the 86<=5 Star<92 relative efficiencies for the home and Its=Jor energy and. 92<-5 Star+ uses. The nine end-use ratings shown above are combined to yield the overall energy-ef clency rating. Although the Ratings are usually required to qualify buyers for certain best rating is always technically achievable,it usually is age financing or utility rebate programs that reward not the most cost-effective option. Generally,the closer a energy- Y• Examples Include the Fannie Mae/H= rating is to the"best!(left)and of the scale,the more FHA Energy Efficiency Mortgage(EEM)programa now difficult it will be to cost-effectively improve efficiency. offered in Florida. Ratings are also used to qualify buyers Conversely,ratings towards the'tiv mr(right)end of the of now fomes for EPA Energy Star designation(5 Star),and scale can be easily Improved. buyers of existing homes for a variety of other public and private Incentive mortgage financing programs and for Note that this Rating Guide also provides a Home Energy 46 utility energy-efficiency rebate programs.. " Rating System(HERS)Score for your residence. This For further Information on Ratings contact the national score is provided too enable your home to qualify Energy Gauge Hotline at(407)/638.1492 or visit for national mortgage financing options requiring a HERS the Energy Gauge web site at www.fsacur.edu. Form 11 B EnergyGaLWO(Version:FLRCPB x3.22) Page 2/2 BUILDING INPUT SUMMARY REPORT Y Title: MIAMISHORE NEW RESIOENCEamily Type: Single Address Type: Street Address Owner. LATINAMERICAN INV. New/Exbdng: Now Lot#: _WA , BJ 0 of Units: 1 Bedrooms: 4 Subdivision: WA Builder Na : (blank) Conditioned Area: 3143 Platimic: WA 0O me Climate: South Total Stories: 2 Street: 9W NE BISCAYNE BLVD 0. Permit Office: (blank) Worst Case: No County: DADE JurisdiWon fi: (blank) Rotate Angle: (blank) City,St,Zip: MIAMI,FL, N S Floor Type R Val AreWerimster Unite 0 Door Type ONentation Area Units 0I Slab-cede EdgehR*k*M 0.0 201.0(p)ft 1 1 wood Exterior 48.0 ft' 1 Q Q Exterior 17.71F 2 3 wood Q Adjacent 16.6fF 1 LL y 0 Ceiling Type RVal Area Bass Area Units 0 Syetsm Type Efficiency Capacity a 1 Under Ai6c 19.0 3143.0 ft' 3143.0 fF 1 Z 1 control UNt SEER:12.00 48.0 kBUIv Z J 2 Central Unit SEER 12.00 36.01 t ft J Q W Q V credit INurapliers: Now V Credit Multiplienx Now 0 wall Type Lbcetion RVal Area Units 6 System Type Efficiency Capacity N i Concrete Block-trd trrerd Exterior 5.0 2376.4 T 1 Z 1 EleW Strip COP 1.00 48.0 kBtrltr J 2 From-wood AclIeoerd 11.0 275.9 fP 1 2 Electric COP.1.00 36.0 k8Wr = Craft na Multipliers: No 6 Panes Tint Omt Area ON I angth ON Hght Un ft LggtteU=n=n r N ler P 1 Sime Tint N 13.9 fF 1.8 ft 6.3 ft 1 � 1 Uncond. Uneond. trderior 6.0 80.0 ft 2 She rat N 4.6 fF 1.6 ft 4.3ft 1 (� 3 Single car S 40.0 fP 10.0 ft 19.0 ft 1 4 Sime clear .8 10.0fr 1.811 14.8ft 2 Q 5 Se Clear S 33.3 fP 10.0 ft 9.0 ft 1 Credit Multipliers: None 6 single clear E 13.9 fP 1.6 ft 14.8ft 3 7 Single Tttt E 10.OfF 21.3ft 15.8ft 1 S 81fetemTYpe EF Cap. ConeervetkmType Con.EF 8 Ski& Tint E MOW 1.5 ft 7.0 ft 1 iV 1 Becbic Resislarce 0.89 50.0 Nona 0.00 9 ange Tint E 4.6 fF 1.5 ft 4.3 ft 1 2 Electric Redshm 0.89 50.0 Nona 0.00 10 an& Ttrd E 6.8 if 1.5ft 4.2ft 1 11 Sime Tint NW 4.0 fP 1.5 ft 4.0 ft 1 12 Sime Clear NW 19.0 ft 1.5 ft 7.6ft 3 fw 13 angle Tint NW 6.0 fF 1.6 ft 14.3 ft 1 6 Use Default? Annual Operating Coed Electric Rate �i 14 SbVe Clear NW 18.6fF 11.5ft 19.0ft 2 Q 15 angle Tint NW 23.1 fF 1.5 ft 17.3 ft 1 1 Yes WAWA 16 angie Ttrd SW 23.1 tf 1.8 it 17.3 ft 2 V' 0 17 She Tint SW 3.4 fP 1.51t 142ft 1 LU Z 18 Stroe Clear SE 17.3 fF 10.0 ft 16.211 1 .� 19 Since (mar SE 17.31E 10.0 ft 621t 1 Rater Nanta: CodeonlyPro Class$: i 3 Pool Size: 0 Rater Certification V. CodsOnlyPro Duct Leakage Type: WA Pump Size: 0.00 hp tl� Area Under Fluorescent: 0.0 Visible Dud Disconmads: WA Dryer Type: Electric is Area Under Incandescent 490.0 Leak Free Dud Systam Proposecift Stove Type: Electric NOTE:Not all Rating Info shown HRV/ERV System Present?: No Avg Cell HgL13 ;rn , ' w w Residential System Sizing Calculation Summary LATINAMERICAN INV. Project Title: --"Only 9=NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South _ 10/12!2002 Location for weather data: Miami -Defaults: Latitude(25) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb6 Humidity differ r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 67 F Summer setpoint 72 F Winter tem rature difference 20 F Summer temperature difference 18 F Total heating load calculation 30482 Btuh Total cool! load calculation 58771 Btuh Submitted heating capacity 84000 Btuh Submitter cooling opacity 84000 Btuh Submitted as%of calculated 275.6 % Submitted as%of calculated 142.9 % WINTER CALCULATIONS Winter Heating Lod for 3143 saffi Load component Load DUCWM) Window total 400 sqft 8004 Btuh Wali total 2652 sqft 7388 Stuh Door total 100 sqft 920 Btuh Ceiling total 3143 sqft 3457 Btuh Floor total 201 ft 3256 Btuh Infiltration 273 cfm 0005 Btuh cen c„x> Subtotal 28031 duh Duct loss 1452 Stuh TOTAL HEAT LOSS 1 30482 Btuh I SUMMER CALCULATIONS Summer Cooling Lod for 3143 Load corn neat Load Window total 400 sqft 19724 Stuh Wall total 2652 sqft 6651 Btuh �� Door total 100 sqft 1178 1 Btuh Ceiling total 3143 sqft 7606 Btuh vwxbWX34%) Floor total 0 Btuh VIAMMv Infiltration 239 ofm 4729 Stuh Internal gain 3600 Btuh _ Subtotal(sensible) 43488 Btuh Duct gain 4349 Btuh Total sensible gain 47837 Btuh `"j",' c,,,�� - Latent gain(infiltration) 9094 Stuh Latent gain(internal) 1840 Btuh EneMyGauga System Sbft used on AC CA manus!J. Total latent gain 10934 Btuh PREPARED BY: TOTAL HEAT GAIN 58771 Btuhl I DATE: Erwgy0auge® FLRCPB Y3.22 - System Sizing Calculations - Winter Residential Load - Component Details LATINAMERICAN INV. Project Title: Code Only . 95X0(NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South Reference City.Miami (Defaults) Whiter Temperature Difference:20.0 F 10/12f2�2 Window Panes/SHGC/F Orientation Area X HTM= Load 1 1, Tutt,Metal, 1.00 N 13.9 20.0 278 Btuh 2 1, Tint,Mew, 1.00 N 4.6 20.0 92 Btuh 3 1, Clear,Metal, 1.00 S 40.0 20.0 800 Btuh 4 1, Clear,Metal,1.00 S 20.0 20.0 400 Stuh 5 1, Clear,Metal, 1.00 S 33.3 20.0 666 Btuh 6 1, Cir,Metal,1.00 E 41.7 20.0 834 Btuh 7 1, Tint,Metal,1.00 E 10.0 20.0 200 Btuh 8 1, Tint,Metal, 1.00 E 13.9 20.0 278 Btuh 9 1, Tint,Metal, 1.00 E 4.6 20.0 92 Btuh 10 1, Tint,Metal, 1.00 E 6.8 20.0 136 Btuh 11 1, Tint,Meiia1, 1.00 NW 4.0 20.0 80 Btuh 12 1, Clear,Metal, 1.00 NW 57.0 20.0 1140 Btuh 13 1, Tint,Metal, 1.00 NW 6.0 20.0 120 Btuh 14 1, Clear,Metal, 1.00 NW 37.2 20.0 744 Btuh 15 1, Tint,Metal, 1.00 NW 23.1 20.0 462 Btuh 16 1, Tint,Metal, 1.00 SW 46.2 20.0 924 Btuh 17 1, Tint,Metal, 1.00 SW 3.4 20.0 68 Btuh 18 1, Clear,Metal,1.00 SE 17.3 20.0 345 Btuh 19 1, Clear,Metal, 1.00 SE 17.3 20.0 345 Btuh Window_Total 400 8004 Btuh Wails Type R-Value Area X HTM= Load 1 Concrete-Exterior 5.0 2376 2.9 6892 Stuh 2 Frame-Adjacent 11.0 276 1.8 497 Btuh Wall Total 2652 7388 Btuh Doors Type Area X HTM= Load 1 Wood-Exter 48 9.2 442 Btuh 2 Wood-Exter 35 9.2 326 Btuh 3 Wood-Adjac 17 9.2 153 Btuh Door TdW 100 9MBtuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 19.0 3143 1.1 3457 Stuh Ceiling Total 3143 345713tuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insulat 0 201.0 ft(p) 16.2 3256 Stuh Floor Total 201 3256 Btuh Infiltration Naga l ACH X Building Volume CFM= Lead 0.40 ► 40859(sgft) 273 6005 Btuh Mechanical 0 0 Btuh Infiltration Total 273 6005 Btuh `'f ErogyGauga FLRCP13 N3.22 . Manual J Winter Calculations Residential Load - Component Details (continued) LATINAMERICAN INV. ' 95XX NE BISCAYNE BLVD MIAMISHORE EWNEW RESIDENCE Professional Only Version MIAMI, FL Climate:South 10/12/2002 Subtotal 28081 Btuh Totals for Heating Dud Loss(using duct muldpller of 0.08) 1452 Btuh Total Btuh Loss 30482 Stuh Key:Window Was(SHGC-Shading coefftcient of glass as SHGC numerical value or as clear or tint) (Frame Was-metal,wood or insulated metal (U-Window U-Factor or'DEP for delauft) (HTM-ManuaU Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-a4rade or area for all other floor Was) .r ��,y��a�u. 1id�M7GaWeD r'LRC O' v3.22 „ w System Sizing Calculations - Summer Residential Load - Component Details - LATINAMERICAN INV. Project Title: `-Code On 9W NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South Reference City:Miami (Defaults) Summer Temperature Difference: 18.0 F 10/12!2002 Type FenH Window Anea(sgft) HTM Load OW Panes/ nSh/ExShOmtGShaded nshaded Shaded Unshaded1 1,Tint, 1.00,N,N N 13 9 0.0 13.9 23 23 320 Btuh 2 1,Tint,1.00,N,N N 4.6 0.0 4.6 23 23 106 Btuh 3 1,Clear, 1.00,N.N S 10 19 40.0 40.0 0.0 29 46 1160 Btuh 4 1,Clear, 1.00,N.N S 1.5 14.7 20.0 20.0 0.0 29 46 580 Btuh 5 1,Clear, 1.00,N.N S 10 9 33.3 33.3 0.0 29 46 966 Btuh 6 1,Clear,1.00,N.N E 1.5 14.7 41.7 Q0 41.7 29 87 3628 Btuh 7 1,Tint,1.00,N.N E 21.3 15.8 10.0 10.0 0.0 23 63 230 Btuh 8 1,Tint 1.00,N,N E 1.5 7 13.9 0.0 13.9 23 63 876 Stuh 9 1,Tint, 1.00,N.N E 1.5 4.33 4.6 0.0 4.6 23 63 290 Btuh 10 1,Tint, 1.00,N.N E 1.5 4.16 6.8 0.0 6.8 23 63 428 Btuh 11 1,Tint,1.00,N,N NW 1.5 4 4.0 0.0 4.0 23 46 184 Btuh 12 1,Clear, 1.00,N.N NW 1.5 7.58 57.0 0.0 57.0 29 62 3534 Btuh 13 1,Tint, 1.00,N.N NW 1.5 14.2 6.0 0.0 6.0 23 46 276 Btuh 14 1,Clear, 1.00,N.N NW 11.5 19 37.2 0.0 37.2 29 62 2306 Btuh 15 1,Tint, 1.00,N.N NW 1.5 17.2 23.1 0.0 23.1 23 46 1063 Btuh 16 1,Tint,1.00,N.N SW 1.5 17.2 46.2 0.0 46.2 23 56 2587 Btuh 17 1 Tint, 1.00,N.N SW 1.5 14.1 3.4 QO 3.4 23 56 190 Btuh 18 1,Clear, 1.00,N.N SE 10 16.1 17.3 17.3 0.0 29 76 500 Btuh 19 1,Gear, 1.00,N.N SE 10 6.16 17.3 17.3 0.0 29 76 500 Btuh WindowTotel 400 19724 stun Walls Type R Value Area HTM Load 1 Concrete-Exterior 5.0 2376.4 2.6 6226 Btuh 2 Frame-Adjacent 11.0 275.9 1.5 425 Btuh Wall Total 2652.4 6651 Btuh Doors Type Area HTM Load 1 Wood-Exter 48.0 11.8 565 Btuh 2 Wood-Eider 35.4 11.8 417 Btuh 3 Wood-Adjac 16.6 11.8 196 Btuh Door Total 100.0 1178 Btuh Ceilings Type/Color R-Value Area HTM Load 1 UnderAttic/Daric 19.0 3143.0 . 2.4 7606 Btuh Cellina Total 3143.0 7606 Btuh Floors Type R-Value Size HTM Load 1 Slab--On-Grade Edge Insulation 110 201.0 ft(p) QQ 0 Btuh Flw Total 201.0 0 Stuh infiltration Type ACH Volume CFM= Load Natural 0.35 40859 238.8 4729 Btuh Mechanical 0 0 Btuh Infitmdon Total - 239 4729 Btuh internal Occupants Btuftmpant Appliance Load in -:rE&myQaUW2 + 12DO 1 3600 Btuh w Manual J Summer Calculations Residential Load - Component Details (continued) . LATINAMERICAN INV. Project Two. Code O nly * 9W NE BISCAYNE BLVD MIAMISHORE NEW RESIDENCE Professional Version MIAMI, FL Climate:South 10!12!2002 Subtotal 43488 Stuh Duct gain(using duct multiplier of 0.10) 4349 Stuh Total sensible gain 47837 Btuh Totals for Cooling Latent infiltration gain(for 56 gr.humidity difference) 8094 Stuh Latent occupant gain(8 people tit 230 Btuh per person) 1840 Btuh Latent other gain 0 Btuh TOTAL GAIN 58771 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as dear or tint) (U-Window U-Factor or DEP for defauR) (InSh-Interior shading device:none(N),),Blindsll3aor Roller Shad shading none(N)or nu ue) )) (ExSh-Exterior shad device: (ort-oompass orientation) „`" EnergyGatp* FLRCPB A22 to 7 , FEDERAL EMERGENCY MANAGEMENT AGENCY OXIL No.30574M NATIONAL FLOOD INSURANCE PROGRAM B*N J*31.2002 ELEVATION CEkTIFICATE Im nt:;Read the Inntruotions on peg=1-7. 8=ON A-PROPERTY OWNER INFORMATION LTId AMERICAN DEVELOPERS ri::};,• •• ,:-;';i'' %nMg Apt,Unk Suite,wWor Bft.No.)OR P.O.ROUTE AND Box NO. •¢'1 R .tt• tt• ZIP CODE- CrfY Miami FI%Rda ReA . . . r �� ',eta) .NwesIdontbk XMitIcA A=nswy,etc M Ownents section 0 na umiy.) L^ RIZONTAL SOURCE LJ cPs(fypek, ( W W-0AW or M./!I� Lj NAD 1927 U NAD 1983 iJ USGS Quad Map U Other; t,tR SECTION B-FLOOD INSURANCE RATE&W(FIRM)INFORMATION NITY NU B2.COUNTY B3.STATE Miami -Shores 120652 Dade County. Flori g -.�..wwa..r I VW PAW_ .SUFFIX 1w.PM INIM gr 14AM PANEL I ff.PM B&OMPUR 11 ""T093 J 7-15 EPF�t31P"SED GATE N (BI ( � �e d of. tlo SIM kwkm a Ste solaeb of the Base Ffood Elavation(BM data or baso flood depth entered U B9. (,,,)FM Pro1Ae l3LJ FIRM JJ Community Determined LJ fter(Desatbe)i B11.1 Nods the aisystbn datum used for the OFE In 89:LJ NGVD 1929 U NAVD 1988 U Other(Describe): 812.is fllmi bud ft WWW In a Coastal Battler Resources Syatem(CBRs)arse or Otherwise Protea Arca(OPA)? U Yes U No SECTION C-BUILDING BLUVATION INFORMATION(SURVHY REQUIRED) ..��t ■.n ■ww it C1.Sufft a wAftn are based on: (JCorwbucuon DrawlnW jJBugding Under Construction• J,$JFk*#W Corrstnralon •A nw ns adc Ow0ft*e wte be required when constnmt(on of the to WbV Is compiete. C2. Dlegarm Number 1 (sete<Rtt ft building dagrem most simper to the bulldtng for which this cardflcate Is befng compmted-ase psdef0 SM 7. K no 422=amnifty ty represents the bulidkV,provide a sketch or photograph.) cl.kms_- -ZwmAl-M ARL Ali,A(wM BFE').VE,V1-V30,V(with BFE).Alt,ARIA.ARAE,AR/A1 A30,AR/AH,AR/AO GO phis Mems C3s4 below eaomding tq the butlding diagrem speditd In Item C2.$mta the datum used.If the dat uTT Is d9brani from the dtlrlunt wad tw dw BFE ht Secflon B.owwwt tho datum�o that used for the BFB.Shout fleld maocuremanb and datum cornerafon cabAilwL Use tlts space provided or the Commw is area of Sootion D or Section 0.as appnoprlate,to document the datum ace L N Wan. 0811110.:m conmwoNCommerrts uestlgbrr rellsn Igo tpolt used BEM MARK Does the elavaiionre mark used appear on the FfRM'r Yds No 0 40 Top of bdttorrl floor(btduding basement or enclosure) r//A j1(m) Q b)Tap of neon hlpher floor O c*BOttOm of I wAM haftoft atnxguraf member(V zones only) NIA !t.(m) 0 d)Madw (top of ab) /. .fl•(m) O s Lq-- ---- ney and/orequipment - . awvWM the btA&V NIA-ft(m) O t)Lowest acgeoerrt grade(LAG) 10.5 9!L(m) Karl F.K u h n 0 0) Waft(HAG) . � NIA t7 h)No.of psrmanertt openings(flood vents)within 1 IL above adjaeeat grade N A * 0 TaM area dal!permanent opsrdrW(Rood vents)In C3h N/A c eq,In.(sq, m) 01 -23-03 SECTION D-SURVEYOit,ENGINEER,OR ARCHITECT CERTIFICATION " This aeeNOrlOrt is b be Waned and sealed by a Iand surveyor.engineer,or srgt t d aueptzed by law to omtlfy elevation Inknroft. I c4dF/Octet lire bdbrma w In BeoBarrs A,B.and C on frit oerbAAls mpreaents my beat etlbrts 1b k terprat Vw dab.veffio ib. 1 111MIMM ow fabe abftwW may be pamMut64 by ftw or M321konment under fe IA& C?odo $pqu rr 1001. ""Karl* F. Kuhn UCEMNUMM 5953 URVEYMS, INC._ minST., IN I ATH 0 SW 1,56, St0. 01 0 3 05-.*23.8-4448 '®MA f=arm M,11; REPLACE8 ALL PREWOUS EdfitON9 SEE REVERSE SIDE FOR CONTINUATION 0 IMPORTANT: In these spaces, copy the corn"ponding Informs on from Section A. For Insurance Comparri Will: BUq„aN T ESS 'Including Apt., Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number A AANNID7 CiTY STATE ZIP.CQDE Company NAI •Number ,'; �, x. MIAMI FLORIDA ' SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certlflcate for(1)community official, (2)insurance agent/company. and(3)building owner. COMMENTS CROWN OF THE ROAD ELEVATION 10.33 _ A portion of Goverment LQ:L Town.9b 1= g A -c^,W}h. Range_ --Vas+- . _ Dade County, florida Check hero_N atea1110une10 SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUTem For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate is intended/or use es suppo►Ehtp IMiDnnaflon for a LOMA orLOMR-F, Secdlon C must be completed. E' Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed— see pages 8 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2. The top of the bottom floor(Including basement or enclosure)of the building is I I I ft.(m) I I Iln.(cm) U above or (_J below (check one) the highest adjacent grade. E3. For Building Diagrams 64 with openings(see page 7), the next higher floor or elevated flbor(elevation b)of the building is I I 1 ft.(m) I I Iln.(cm)above the highest adjacent grade. E4 For Zone AO only: If no flood depth number is available,Is the top of the bottom floor elevated In t ecordenos with the communitys floodplain management ordinance? Yea I I No I I Unknown The local offlcial must dertly this Infomwftn In Sedbn 0. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issu0d or community-Issued BFE)or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESEWTATIVE'S NAME ADDRESS CITY ITATe- ZIP cam SIGNATURE --DATE TELEPHONE COMMENTS I Cheek here If afted Bats SECTION 0-COiiAMUNITY INFORMATION(OPTIONAL) The local offlclai who Is authorized bylaw or ordinance to administer the community's floodplain management ordinance Can Complete Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable items)and sign below. G 1. U The Inforinstlon In Section C was taken from other documentation that has been sign8d and embossed by a I�Msed surmw; engineer, or architect who is authorized by state or local'lew to certify elevation Information. (Indicate the souse and date d& elevation data In the Comments area below.) G2, i A community official completed Section E for a building located in Zone A(without a FEMA-fssued or community-hatted BFM er Zone AO. G3. LJ The following Information(Items G4-G9)Is provided for community floodplain management purposes. 04. PERMIT NUMBER rTMED Ga. DATE CERTIFICATE OF COMPLIANCW=UPANCY ISSUED G7. This permit has been Issued for.' (_J New Construction "Substantial Improvement G8. Elevation of as-built lowest floor(Including basement)of the building Is: _ft.(m)Datum: Gg. BFE or On Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 11 Cho*hW+lt'Nt FEPM Folin 81.31,AUG 29 'REPLACES ALL PRUVTOYB MXIq s FEDERAL.EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B.No.8Q67-0077 � ELEVATION CERTIFICATE .b►31,2M Im nt;Read tM Instruatf ne an pages 1 -7. 81=10N A-PROP@RTY OWNER INFORMATION tlaK TINAMERICAN DEVELOPERS yfigg Apt,UnR,SuIta,and/or Bft.No.)OR P.O.ROUTE AND BOX NO. •�• R P •Y i• i CrrYMiami FlSPIda ; ZIP . . . �i t "M"Vo n,ate.) x"Non-r@*1d*ntKXQtIoAAcc@a@wyeW M Cmvwb sedan rtamnly.) lJ1 HORIZONTALHORIZONTACMW SOURCE: Lj GPS(Typ* t d-fW-MA" or #N I,,,,J NAD 1927 Lj NAD 1983 Lj LW45 Quad Map U Other -w SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION LAITY NU BZ.COUNTY B3.STATE Miami-Shores 120652 Dade County. TFloriga FFlX INDEX PANEL D I 09. ""T093 J 7-1 9A-T?5 EBF/Fc-TTT—W D MATE '("' Canna AG.use gaga of Rett) SIM kWkmb 8fs uUMb of tiro Daae Flood Elevation(BM lots or bean flood depth entered In S9. LJ FIS Proflfe Mj FIRM Lj Comn uft Detemnlrwd Lj Ottrer(Describe): 811.Irdofite the ateneWn datum used for the SFE In 88:Lj NOW 1929 U NAVD 1986 U Other(Deaaibv). B12.b fhfD hdiffi r0 l l : t fln a Coastal Battler Resources System(CBRS)roue or Otherwise Protested Area(0PA)7 U Yes L1 No Desondon SECTION C-BUILDING ELIdVATiON INFORMATION(BURVfzY REQUIRED) C1.8ulft eI i-odotn ars based on: LjConebuctlon DtawbVe L jSoAding Under Conch cdoe MpIrme d Corr 'A nm Elmdon OwOkWo wiU be requimd when constnmlton of the bu"bV Is complete. C2.iul"Dlapam Nla nbw 1 (Select tirn b khm diagram most similar to the bupoing for whloh this awdftafe Is bent oatnpided-ase pa- and 7. If no d aW m ecourately represents the buldkV,provide a sketch or photograph.) C3,NW40Wa-Zvw A1,A8fa,AIL AFI,A Eft SM.VE,V1 V30,V(with BFE).AIR.ARIA,ARAE,AR/AI-A30,AR/AH,AR/AO ConlpW IMerftis Cera bNow s000rdft 19 the bu8ding dkipram spedW In Item C2.Mate flte datum used.It the datum Is dWarent ttom fis down used for the BFE in Section 13.convert the datum 6 that used for the OFE.Straw field men nwwts raid deMn oornsrdon rwlotdrioa. Un the spans prodded or rho Commotfs arva of Section D or Seclfon G,as eppmprtate,to document the datum maeo m cion. Dalvre Nam OWN81310n1Comments lEsseOpm fW,h 11 yfp k used B CH Ian Does the elevation n0wenoe mark used appear on ere FIRW yu Lj No o +0 Tap of bottom floor( dfnt basement or erudosure) �7 A 0 b)Tap or and hWw fbor O c)Bottom of Wad hoft mW structural member(V zones only) NIA tt.(m) O d)Aq■dwd (tivpofslab) 17/Eft(m) O e)Lowed:=O msd*wry and/or equipment NLA fL(m) 0 f)Lowss>t eGaosrr1 Wade(LAG) 10.5 9 fL(m). Karl F.K u h n 0 9) 'grade(HAG) N/A O h)No.of permwrsnt openhp(hood vents)within 11t.above adjacent grade A 01-23-03 t] 0 Taarea d a!permanent openings(pool vents)M 03h N/A w,In,(e,aW dd - SECTION D-SURVEYOR,ENGINEER,OR ARCHRECT CERTIFICATION " This aetObMlon b b be e�rwd artd ssaiml by a Iarsd aturreyor,en�neer,or lughttsd auttiorized by law to aertlN elevation ird0rnrstion. I QW1W1W tits#90mobn In Sea farts A,A and C on this OWN"If m Pmeenb MY beat 0ffais lb/Merptst the dab ivaOM& ! W I rogsw4dw alftneW may bs pwAshOly b *w orimpAeggg ruder IOUA Cods Sockw IWI. "'""Karl. UCENSE NMER F. Kuhn 5953 URVEYORS INC., 0 SW 159 St ISTATE 01 0 3 05-.'2-3.8-4448 :0 MA Folin$W-.AVG 90 SEE REVERSE SIDE FOR CONTINUATION REPLACW ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the correi,ponding informs on from Section A. For.lnsurance Cornpant UW BUI y E A g Apt.,t.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Ser P � CrrY STATE ZIP.CQDE ompany NAI Number. ;; �: MIAMI FLORIDA SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificste for(1)community official. (2)Insurance agenticompany,and(3)building owner. COMMENTS CROWN OF THE ROAD ELEVATION 10._33 A portion of Goverment Lptt jj, TnwH,ah J p 9;3 cd„t-tom naayP1�2 East _ Dade County, florida I Check hero N atttl110- -0 to SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(W THOtJTt For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate Is Intended for use e8 svppotft Information!br a LOMA or LOMR-F, Secdon C must be completed. E' Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed– see pages 8 and 7. If no diagram accurately represents the building,provide a sketch-or photograph.) E2. The top of the bottom floor pncluding basement or enclosure)of the building is I I I ft.(m) I I Iin.(cm) (J above or "tielew (check one) the highest adjacent grade. E3. For Building Diagrams 8-8 with openings(sea page 7),the next higher floor or elevated flbor(elevation b)of the building is I I 1 ft.(m) (_ I IIn.(cm)above the highest adjacent grade. Ea. For Zone AO only: If no flood depth number Is available.Is the top of the bottom floor elevated in accordance with the commuMtys floodplain management ordinance?L I Yes ( I No 1—1 Unknown The local off(clal must dertify this Infofmadon M Seddon G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorised representative who completes Sections A. B.and E for Zone A(without a FEMA-issued or community-Issued BFE)or Zone AO must sign here. REPRESENTATIVE'SPROPERTY OWNER'S OR OWNER'S AUTHORTZED ADDRESS CITY STATE zip cooff— SIGNATURE COMMENTS Check hero N attsalare SECTION O-COVMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance am.Ocm uft Sectbns A. e. C (or E), and G of this Elevation Certificate. Complete the applicable Items)and sign below. G I. LJ The Inforinstlon In Section C was taken fFom other documentation that has been slgn8d and embossed by a floefMed engineer,or architect who is authorized by state or local law to certify elevation Information. (Indicate the source aftd dale elevation data In the Comments area below.) G2. U A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-laeusd Btu oar Zone AO. G3. l__l The following Information(Items G4-G9)is provided for community floodplain management purposes. G4. PERMIT NUMBER r ISSUED Ga. DATE CERTIFICATE OF 5OMPL9UqC&1C=UPANCV ISSUED G7.This permit has been Issued for.' LJ New Construction "Substantial Improvement G8. Elevation of as-bunt lowest floor(including basement)of the building is: _ft.(m)Datum: Gg. BFE or On Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL COMMUNITY NAME TELEPHONE SIGNATURE DATE —1 MOOS hM'lMl1ffiM �.. IN FEMA Folin 81.31,AUG 90 -REPLACES ALL . . ..a . ! ;T111F.PiST12UMENTPREPARM11y: THIS IS C AL_ TO BE ,MARGARITA CMWWZLL A TR COPY BURSUANT To THE ISSUANCE OF TITLE INSURANCE 1225 S.W. 87TH AVENUE CITATION TIT COMPANY INC. MIAMI, FLORIDA 33174 Parcd 1D Number. 1132050070010 Grantee#1 TIN: I Grantee#2 TIN: Warranty Deed This Indenture, Made dds 10th day of September , 2002 A.D., Between EMILIO GARCIA, A SINGLE MAN of the county of MIAMI-DADE , state of Florida , grantor, and 9495 BISCAYNE BLVD INC. , a corporation existing under the laws of the State of Florida whose address is: 3097 N.W. 2ND STREET, MIAMI, FL. 33125 of fine touniy of MIAMI-DADE , state of Florida ,grantee. Witnesseth that dw GRANTOR,far and in consideratlon of tha sum of ------------------------TEN DOLLARS ($10)----------------------- DOLLARS, and odner good aml valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successor and assigns fiarever, the following described lead, situate, lying and being in due county of MIAMI-DADE state of Florida to wit: A PORTION OF GOVERNMENT LOT 41 TOWNSHIP 53 SOUTH, RANGE 42 EAST, IN DADE COUNTY, FLORIDA DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST OF BISCAYNE BOULEVARD AND 95TH STREET, AND RUNNING THENCE EAST ALONG THE SOUTH SIDE OF 95TH STREET, 62 FEET; THENCE SOUTH AT RIGHT ANGLES TO 95TH STREET, 140 FEET; THENCE AT A NORTHWESTERLY DIRECTION IN A STRAIGHT LINE TO A POINT ON THE EAST SIDE OF BISCAYNE BOULEVARD 140 FEET FROM THE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE EAST SIDE OF BISCAYNE BOULEVARD TO THE POINT OF BEGINNING. SAID LANDS SITUATE, LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA. THIS PROPERTY IS A VACANT LOT and fire grantor does hereby filly warrant the tide to said Iarxf, anal will defend the same against lawful olaims of all persons whomsoever. In Witness Whereof,the grantor bas hereunto sot his head an4 seal the day aW year first above wrinan. Signed,scaled �and &livetred' presence: �( (Seal) Printed Name: /{�. fy, E IO IA Witness P.O.Address:17525 N.W.OTH AVENUE,MIAMI,F1,33015 Printed Name: l4n Q Witness STATE OF Florida COUNTY OF MIAMI-DADE The foregoing instrument was ackrmwk4ged beforo me this 10th day of September 92002 by EMILIO GARCIA, A SINGLE MAN he is personally known to me of he has produced his Florida driver's license s idnnntif li 5555. , r°.Pati ru&� MARGARITA CAFipWp11 MY COtalitl�aiC}N CC tr86272 Pri ted Name: Exl'IaC"May i4'`t104 Notary Public �'q,._ �c Banded 1'hd n+nkca Pi.N'iiy Services cFr° _5555.. My commission Expires: G t-395 Lsur c➢w=W by 0 DkP1ar sys 1m.2000 (80 763-5555 Fonu KWD-r W dl-rallLy JJeeU -Page Ircel Ill Number: 1132050070010 y -w t The property herein conveyed DOES NOT constitute the HOMESTEAD property of the Grantor. The Grantor's HOMESTEAD address is 1320 LOUISIANA AVENUE NORTH, GOLDEN VALLEY MINNESOTA 55427 THIS PROPERTY IS A VACANT LOT Laser(I..ted by 0 Display Syst..Inc.,2000 (963)763.5555 F..FLW D•1 PROPOS14k NM IDF1!rcE oWNMADCOM oro . v %?T ¢fn.•rss:rr •rrr�f r m{r{{{ rxy r. a„ +. +1 ! Ph=OM 28 8=5 I Pic M:26 B064By'_ / 28a g O CO13RT IUA34 RORMA3 31M 'rr".:•:.a:::r.:mr:::a::: :r.:.. .i9x.•rtx.•.i�:}: »is :�:::xrrs::•: :9'r» o,- at;o� p rS c-,09 wee ..3 �Ia•-ate. 2� �-�T oJ42 �.� 2 ,ems_ 4,i, s �.. C � 40, /1.7 &71 PROPOS NEW RF CE tl:•! 7Jr::xt� /wmu O ADDPZSL ADONA� "� S _ ?a"'arum;sx a rrr{:;u;y? r r,;r�r xtrt;rn rr ur tr a ra p�OC 2638M /P=M i?63m" x»i {} }%x«?r'33% •:iE:.a.4i i�o"::»S7»}}i�sv ;:�»i 2WXWOWW �11I8t WJ11Q PirOSIDIA9 319 ;z 7110�6- Alla s = 0199 1;72 FIs = OJ�2 ��a G/�'e as 7to� a Ws 46 61IC41e xS C.te2 Age 7,0 PROPOSED NEW RF4IPCE i:n "rr•:7px•.J ADURM • .rrx DOIv.I . n. .: .. SM I Fai�'��BM i c�wc�t.i►�ter: vii�rte;:ny�i5„l:ti,•.m.;.;ti .:u„ru: ;.rus,rasa.•ur..J,na �S � i»» 2867 MO CO 1' >UAK PL UM3 31M �� i �l'/2 Jv It';4� f/9 My= aai tFep h ,cr• of a s lh 2 /a2 y D- ' Ap ell PROPOSED- PICHM AI f riff ++/ Oi �yYW tneev/ �m }i'prvrat,.vts r.. aAMWA.A' .M,wtr�/FlW2Wl CALCULA1OR'. .rr s f rr mr{ � rrrrrrara r. rsrn n r n ur ura 8085 /PM( M:263 8064 x rc"j d7�ii 7 »:£:ti ttxii d p xy }t a:a '=679WGDCM' MA34 PL UM3 UM TT— ,ham ter. 7` shad. ` t .oai b 7Zr�o�s"oma �� s � 7C 3�� Q,17 3-92)(-9,5 4s Alf:. oo.33 dd..= aoo, lbAololof Oila- Ys- � - rte • : �s — 7S'- �� PROPOSED NEW RES V T/�Nppm MEW '•tL•{.t':A:::L. S�. SMWM. OF ;n"'':infra:::s.•:a r;; {::::y ::x. nrtq r x:� r CLAUTO.A.IOPRWCaW .T.WWUW2Ml CALCMA=39Y _ 14 iis:» s:•• :icy jr. i} + .y:s.:::v:•: : °a `i r.`i• rmmr("29 SM /F=('9 :263 W »:af:..».nx::a:f»�:" ;•«uar...«:rsvi3r.:.»:. »� 286`18WBiCDMT ]1<AbQ F1+DiyQASS1S3 MI8i -2 rixJ7 4,��, Z- PO(lw 2 bl�e) KIr-c-, iG �r t /200,0 F Nov • /�0 7 G/n Jv- sem. Vim= 2� 4? �- o�s 2- c7- vs 19�2 PROP7 awry �"`�`�`'• ADONAI - - sYi'rry m,.;»rnav x,» . .:2... ,rarnny, ,• �ru�w.., ma,f,,�: Ph=OM 263 SM I Fm OM:263 SM �. ::«;»::» ::;»»: r::x::::ux:;:.•ra ;t»... " :"�:v r 2NIEW6 COM IMUL MSA$31ST IaAA18: ��, • �,,. ,2e. �g >, �; ��/J CEJ o, /�> ..t. � /o"�a�; •�- ��7 C,�/�f�sJ �- pa � � J 12 !?6 j2 2z � In 4 ah 2. vs �s s _ Z/ t; 13ROPOSED NEWovnams IDENCE ix ur iPx. ADDRM {a',rrerrar,.;:a:».fk„r;r;{ {; axxr :»x« :: i r g n �1100pC 4905)'� /FfL•(70S)S?b9 8064 S 3 'rx tiffs{ix:"s3 3 is .w?x: i xr."vxx „{i a7 MO EW 6 COM MAW PISA$SW Z.= 7-4 � S 7 x, 74 . ag 3 2 PROPOSED NEW RESIDENCE yJJ�� 7.lOrx6:•. OWNED .5,?.�LS ••L.•51. V.A�.��pVpp. »r A� plum AI lONAICCost � cr }:i r rxrx::f m;ra.•�fxr.•r rrrr w ,r immrur frr;r,ru;xtx{�fx;x.x�vtr,nra p1100C(�QS)'�� /1��(�' i'�Bim{ �i Q ii"aii sr»» x x 7$ r��}k::i{x„ ,s si'i7 ;/`•'rid MO BW S C= WAA MnM&3 ZZ oil�� —T 4:lrr . b 4 --:2w 7 = �2,s�• Z v J�r :a• _: PROPOSED NEW RESIDENCE 1 .:rt::t:! 77Jt•�a:: owxm .•t�•• V wJ,oaV x.. A.DONAl � — or ;r 7'•xmaxaorrs ax �x ru.r; xxn xmx arr ITY- if {9m)?b3 SOS /1�a=(�CS)S 10 60(� _ .. t• •• s»: xu xxavr: reis.•ax3•'rri: »'ri9»r:.:k»Sawa»:{a-s•: iiia{i"a MOBW690�T WAIA PLLMM3 3155 u ��?�o- -78 �r J p yJ �� .. L �>� Gam= t�.3�> �, s� Z �. Z 3 �•-�r � J W", �14 As r7l -=- Yd--Yd-- 4e0--,,e�t z a �SlL. r :. _::. PROPOS NEWWRI IDENCE Vt. 7 JST::. ovmm App& & AD►oNrAI C, aAMWA.MWWCMNMX.NWUWMI 39iooeop00)20 SM /F==:263 8064 CAId7gI AT�Bx: xrrrr�ramr««jfrmrrJprrrcr•. r xra.{; rr •r.• rraur{r.: :J:.:..r:::»:;.viii»:::v:;r,.»;:••.:::-:• ;s{ :: .s:..;mr.:w::r«»'' t$ OAI8i :• :.." i":::«v:«::�.. �x::..::r.•�as«:«:u..«...» 28678W690DW SQAMy PLOWMAS S13S /,-2'�xdZ ee e. T1,,14 ) -,I- ,I-7I-!v S = - 2, �S r1-i vr� � OJ �3 S •�at � ©/ �� 1 h 2, Z ez- 77 le-- z C40 vs // ��Z •'a s'• PROP6kD NEW RFS ENCE ADONr,AI Q=sti= or :ki'•'rr rsxvs;rrnxs:•'r{x�u s¢vsprss{r„urar;a ay{xru:;?ar usr�•r a pho000 a)2D SM /F=P)2263 8064 296 5W O COURT Iff" RMUDA3 31ST DAI8 t z re:?l c Kyr F`_ d2 v A-s � --2121 1057 4 LO�F- C � 4 _ �A!� . v-g = .._ Vc, 237 �S Aa .Jh•s• •7:'7:t. PROPOSE9D NEW W=ENCE w�=pp4ZL �� 'x x Ili��17i �i'a'':�:{rxxx:xx:rrxugtuxx.•.wr::err{rx.;xrrxrs.r rrxrr{+ rr rqr re m rx pIIOOOC an 263 8M j+1c M 253 w4 . / �• 3. E :z 'r%'r z i :r::x.}rsi3 9{4 2R&78WMfral T 9STAIMPL�lII1A9 31SS DAIS: 9S /y�r. ,1��= .2:7,5,-FP- � 3 •G of-� Q 3� i v�� , G'0�e �- S to�, /2 x 417le / a L_ 6 � A J ego , s7 s 14 3 ,2 PROPOW NEW dDENCE OW � '.7::❖r. �1V1Sppp. 1acem. ADONAQA. , Wnp UW2Wl �AIWBY- �'r,'n'.7trrrr.Yr.Stlyd:t„MSP, ;J r� r,.•rru,;r,�;, ,{u,�rri to r;rrr, trF r �OM�1M /F=Ow/•269 8064 S:E' iix.rr d:»5:isxx"•i x"•'r{ i s:z 7f -r r •ta 7 286` MOCO T Dlf igD=t Fi+03lIDiA9 3135 �i 0. 70 i6r-,r 70 A Cl P 4`7 Z�7 � . -2 4K- G �. 4V2 �S PROPOSED NEW R=ENCE owNm :ilii: rf:irx;; ADDRIM ONA� ,1= Q.AVMA.X W8I007NMX.WG nG#2Ml {n,xr{;aura:an;»;amrr3 m a r n x x{r x t SOC QO'�'�83 808 / O i'lm B�� VAXB i 28VXWDCDM' MAK MMUDA9 9753 'a:«xr«x::»iii»i�.......«:.....��{r....r•.r.h.:i:..�:::».. ..«r. ... ... �� JT- �2 iiX q-7u i , "-� wo � /moo �L� quo �i J = o S '7r�T - W 11112 r� DOss 76�6' 0k� . �/v=- 33•yam, 2 /2 Z PROPOS Sw ENCS OVNM ADCRM • 'va• rr amrm OF f ADONAI � x: .'M aavcrow.m oo ua WwUWi cauMAMsm yr ururuar sru ruura n r r ;,raa r r u u p5oC0e('�)'�8085 �Hitt:(�S)i Z43 6064 R{r"i x.».=ri s "d _ :'ixi3 »=„ v.•`. vt : 'r.» 7 naxw® T MOC 13+00 M3 319 UM: - cam= 7 �� = ✓:� 22, 9.P/ 7 1/O�1. / �-` 2,�7 Ca o � 0,27 717 . �. /ZOad IZa� �O D•3� �u — �� L 2 = /�•�o iC--,fir -&"17v( v oa 370' As y 1�--- J � G 2 # 4r. �s o•sg 2 a �s t a "o, PROPOSED NEW RES ICE ;fit;;n artrtttr, •:x jrt ifs :•�';: dealga& AD ONA� .�. Q.AU=A.7f8/OO 3=.BNQ UG#2WI ;r•'ri'„rrvrrurrr n rrr r':c}ir%s.k.fir rr«r• IN M20=5 20=5 1 7=0*2M IM WSW®OM 3QA3Q XMM3 319 _ 11 7�3,s7 Mme = �� SJa A � 7, v s Za,6 �� 1,MOros NEW ENCS .»�t 7�' .•. V��1��\��YppaVpppp�� •f«:. lYwrPlNi r• : . AD �& 9MMrNO: 2Z (F x7' CCmst 'no' Q.AU=A.JDI+WCMMMX ffiWU02ML CALCMATMBY: rnay«rf r« r r a rf « a Ph= '20� !2G�4 i s=k74 Tat s ;: :»r`r ii 3'.} +»: zgi 'r.".. w NUM RAMA$319 DA182 GtJG�t/ �A 4-- 2.2 COJa 7C��L`�/� Pw Ira, '14, -,/-- �D�oi4Ti r G J 40 Z ,� 2 Z� PROPOSED NEW RVS)DENCB SxHSx'a� Y. VAS\�►V Amt i�z}y ADONAI �. `' � SMWN(k z2 D=: � dims•'r'sf »«..vs»Mi»z»i':ix "..»:xsvi«»a• 28B78W®QOM W" MAWA$33:LS �afG = ��o ,� tea► �- ��J(�-sod f.�. �o) = l��/ /, (Av- ev P= Co �, C� ` - l •o� Yu ep?,oLe � � y : .. PROPOS NEW CB • psi�xi '»:s:: •�■+:qx jj x tragi i ii! & ' xi: + aiJ ONAI _ _ _M ,ix"'rrrr{ {.mfrr rrr ru n r MMA.XMNCMMX.XWAM02MIM1 CALCMA NYS ik£ x}g ki? v�?r".«rte s : •x :. ^'=»ms s»yr s v.�7 2BaNWOMM MAIQ I3GtmA9=9 DATB S <>Q loJ 7A3 a tG = 2 30O f !JJ,6 7(/) Cl--5 4 A-e. �! op 74 XP7 = �olv5 2 far 3 P= 1720�, 911'2 ..� 17 71a �� - _x PROPOSED NEWowmas RFID CB ».... ADD88S32 :7.. MOM ��.. oNr �A. 30•WZW#26333 �3 ��--- 'rn e�rnr r ;5;{+t� y r r .•e.: M pbm m 2a om l FICC(r�5�:28 606{ CJIY1SlLJ►73ID$Y2 28676Wi900UltT ULAW PLAV A3 3353 DRAM --- f Z P= so.�.� a, i 4L V ®-e ,fir :<a PROPOS NEWOVINM ENCE if+rzr rimer 1 r: AD ONA _ __ �� _ cr naA� . fs2W1 CAI�A1�$Y • .» .» 2d3 m" na AW IN C= =&A 8 MR=3 3155 D=3 x "law El �9. /Viol Yd 2 x / "x 12- Y2 2' l� I� 3� I ROPOSQ NEW P �ENCB OWNM :cx• »r r .. dedsm 8EMNIN cr oN. >r,'n"r rrnr ra.ru«rrar7 r a •r fvAU=A.JOWWCONS[7I.T Wtl UW2MI 4`lI1'.UIJ1M$Y: �G ;;5;• .: »i r u r ra MllllmM'29 SM f Ps=Mi263 SM 286 8W S COM MAW PLORM3 SM _ SC- �/�CO�cc rr�r7 �r = /✓O 7/0 c l 4 7(3) � a,r Al 1�J2 2 x bq,GP 4Z2 . T. 6.k_. /to x o �o� T'�a • /oa !n Z = 'o To,� ?(tt :. PROPOS NEWowxm S IDFI�ICE O N/A�T� Ai0 r Noc or?nrrarr�{r. rrr . r :: Qam 1= AM30A.7�1FWC0N.T.&ICi./�SOi4833l CALC' LAMSY �{e; y tr rr rL K M�3DB J Fm M:2263 ma S:si xi yr fi: a xx•: r.m z4% » '" its r x ''a 1B678W®00 1' WAK PLQ1tIDA9$13S D=: 10.3 1!0.2 /,�;4 . P X37 , �f' = oetd.a t /- 77 Fr (3.0) O'CA' V�..f��FiG. r \�'I j� r•' 14, laq / IA�f C5� a� 0 :x PROPOSED NEW ENCS :7!!lt! 771ItlJ� OWNM I . .d«:�: : •:rte lj~+• -C AT —_R■ONAI h= ��w�w ��p�//y�� /Jyy� �� 2.A9 •tH••�tllk•P. to .:iS:S« CL M/�R/�/.L M MKN=.IWW UN i �..f�J�..J.. WRY J!J t 7 J J �oM J M i 20 m" » k Z «x iF' .rrs.::`• ,rk rM" ..»:�3r .: �i name WMA, XIAs sus AM: ra i. l0 = c r 3 � / 7 41 = day /ice 0 2 S (�4) PROPOSED NEW RE§IDI.rIC,B n „ OWNERSLoo »r /ADDRESS ON - MOMtX x VJrs'�:r:S»:J. , nu. J'.�• : �.ua 82wll M IF=M-.26380 � 6� 2M 8W®WW UUM. KMU A3 3M 1aAI8 s / O T— r C::,Ia z/card ,. P24V Z: 7 7 � . 3 o x �%o�, x ♦ � � Cep c . ,;�r'(� AYa 77F40 tk�n `v tet- � r �b tG " / x el!Q'� n I2 ii � EA wQ Apra- cv/-� OY-s gam`- t--4 U4Y . n jam:: PROPOMF NEW WIDENCE m»:i7u�ru�.xx�uaS?'r•ni'i»rs$a r�i to7„ o� CLWWA' _ ,%W /i�8Wi0?6S4 1 BYo.. naswocmr mmicIDD8i o315 Gvl�-mss 37,E 4- V/- 36 -/ , Fri 2 = & eo PROPOSNEW R1�JENCE • OVINMN AD► � �f . �. � ,��: ONA 'Ott• Yrtt:rr::.:: ;:r:Frs;::ar.;.m:: {rx:„•:x"•'• PhmK ' SM Fd 269 80647ay ; DA33_ ' 98678W690T WAIA FLQitIDA3$LSS er 4r-7b, </ - 21 C'yr��• ,7�"7` C.�r�c Q•f- �T C'B��rr�.-� �, Ira"" ✓Y�' ��d U f� �i��f; '4 up IIF-7 = f,q/4j' (7, 33 - I3 J 9 2 sF Coe-)U f vli f t = 139,2 C�oo.q = 152,3 I,bb..s' � 9 s (Z� -- 1 a per/•.-�o, 3�J �. ��a `� • s2q' U , �sS '�S.Sx x /,so 2,51 (0)67) 3 s 2 rz --- - 4 s: PRO]W i R tii Kr{i a:f �N� J Q c :�.;(:• 1 ADONA� SOMNO: �Z . CLALMMDA. MW1t8#285i1 CAICUXATMINTY: . . ...0{r.......:rrr;�:xr�ft.•�{{rrsrnrrr:rur.�; rrmtrrurrf rr m�:. n f ra ��C 20 SM /Fsc(M•�SM :::v;»u:»::r_:..»:::x:ru•„ } _::s.•r••::: ••. rr rc:_ ?8678W69 ' �!(AMf� 1R.O�A3 3153 DAZEs ::ar:z«:r.._i«i:„xi.»iii:::«:�::•-vi& ». dtv« Ili �� /"`% �✓!i 2 ��0/� PD 4Z, 3�s�� d -f- 70 = 2.7 2-3 2 . Z7 �-v2 S' -fix 3 `C)f/ C,1-1 Or.s Ilk" t h �11 11 D 1L r'©,,.� �7'�e yOlesem.. �2p �J•�»NJl 7::J1p» /f PROPOSED NEW MIDENCE (G Ai./ ONA ` l�Afvi J' . 8/a�r]SLar.S /RSOraBSS� CALCMATW BY. ix JmrJu.; JJ.:Jm.,JJt J J{ , r F�M OM 263 8M /Fay M:263 8064 sE»xuDA32:?867 8W�OO�tT ]�A3R. Fi,9�tIDu►S S1SS �rT T,-rxyt Q•e - TCT = Z 5 Alert winced v li fi toe/ s .PF . l 0 2, S (L�o -gJ /o3�u - 7 CCA 7) _ J . 5 51,71 f5 x Z x /5o _ `7s0 sod _ 6-,K S s 6,4CIS y�I� s/p V '76 PROPOS IDENCE oWNM eu�ts4s: i�tOM ADONAIooa�scNo..,iao. c�►�ror+. oo=lnr ffiddJl k28531 CAL(:OMAMONY. :.... ::rn»»:n v:::r::t nrya::•»:,.v»i»a st»r:nr:�x p�C CWM M I PMOM7'�8W �- 4B678WQ9OWMT MAK P1AiRIDA3 3153 VAISof' 0A e e 7'e f� Q -7 0 �T � ,y2 12,E G CY AGEN FEDERAL M RGEN INSURANCES PRTOORAMCY O.M.B.No.3067-0077 NATIONAL_ J*31,zoos ELEVATION CERTIFICATE 1 tm nC: Read the on pages 1 -7. SECTION A-PROPERTY OWNER INPORMATION >F " tsac 1ATIN AM RICAN .DEVELOPERS �:'�., 4e '•"` Apt,UWIluitel-bnd/or Bldg.No)OR P.O.ROUTE AND BOX NO. 9 9 Sscayne Blvd. '' `•� Miami FlRAMa p and _aX Parcel NwV6W,Ujal Dewcxiptlon,eta) 1 n n,Accessory,etc Section itneoetsary.) LAI HORIZONTAC WOR 4 pe V L.j NAD 9927 („J NAD 1963 SOURCE: LJ W {tY LJ USS Quad Map („j Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION NffYNUUM BZ.COUNTY NAME83.STATE DA12E . COUZIT.y .SUFFIX RM INDDC PANEL -FLOOD Be. ATtt3N(81 N 6R DATE EFF6CTNEJREVMED DATE 20NE($) (Lone AO.use d*O of seeding) 1 3-2-94 N/A S1Q tom_ 0(tIw ease Fbod Elevation(BM data or base flood depth entered In B9. U AS Pmft UL J FIRM U Community Determined IJ Other(Desoribe)i 811.1ndb0 file akvStbn datum used for the BFI:In 89:(X J NOVD 1929 "NAVD 1986 L j Other(Describe): WX lsttfe&Aft bo Nd Ina Coastal- Barrier Resources System(CBRS)arm or Otherwise Protected Area(OPA)? U Yes U No Osslgnation�.-- GIKMON C-BUILDING ELUVATION INFORMATION(SURVIY REQUIRED) 1 ■■III ■.■ W.f p eleiroiBrlls ars basad on: LjCorrst mdm DmWnp a LJ&Adkv under CWdit, d*W jjja=lrrlshed Consmxdm •A OW EWAW"Owtiflate will be raqulmd when construction of the building Is complete. C9.OVUM Olsgw Nctrrber 1 (Select to building diagram most similar to the building for which this Certificate Is being completed-am p.�6 and?. If no dagram accurately represents the bukft,provide a sketch or photograph.) M govolons-ZOwA1,A90,AR,AH,A(with SM.VE,V1 V30,V(with BFE),AR,ARIA.ARAE,AR/Al-A30,ARIAH.AR/AO Cempke fkdn CM below accord V tq the building diagram spedfied In Item C2.State the datum used.If the datum to dffhVW horn the do=nerd 1Dr Ow BFE In Section B.convert the datum to that toed for the BFE.Show held measurements and datum conversion osbtl edw Uss the apace provided or the Commwrts area of Seadon D or Section 0.as appropriate.to document the datum corrrerwon. Dallier MM Corrmwonlcom rlents PJstABoot Does the elevation reference mark used appear on ft FIRM? ffj Yes L.1 No O sQ Top of IN I I floor(Including basement or enclosure) NIA, 4.(m) O b)Top of neon higher floor O e)9oNOm of kows!hodmantlai structural member(V zones only) N P�tt.(mj • d)/4ttadosd ('top of slab) N/.A ft-(m) g 0 e)Dourest atslfallon of machinmy and/or equipment servicing the bung N jA_tL(m) 0 Lowest graft(LAG) �n.59-fi•(m) Karl F.Kuhn 0 0) (HAG) . N/l-AL(m) t7 h)No.of pwv,m ant openings(Rood vents)within 1 R above adjacent grade. N A , 01-23-03 O 0 TOW area of ail pmt openings(food vents)M C3h N/A sq.In.(sq.aN I . . . .... .. . SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION Thb asfYlbMlon it b be sipped and sealed by a land surveyor,engineer,or srd tact authorized by law to oertify elevation information. I=MY BW fh,ly*rffl ftp In Sectfana A, A sed 0 on lids orrMedte represents my best eMcrts ro Interpmt the dsts•,rauabla. IgIftWoWsw Was apftmeW may bs Ishabls by Aria orM3pftomneW WW@r IOU.& Co* Secdwr 1G01, '""Karl* F. Kuhn R 5953 TIM yP URVEYORS., IN 4660 SW 150 Stim3STATE 0 - 3-03 TELEP 05- - 23.8-4448 *W— Si SEE REVERSE SIDE FOR CONTINUATION REPLACE$ALL PREVIOUS EDITIONS MOMRTANT: In 0=9 spaces,copy the corresponding information from Section A. For InsurumQe.Company.UM: I (Including Apt.,Unit,Suite,and/or Bldg.No:)OR P.O.ROUTE AND BOX NO. Poky N _ 5495 BISCAYNE BLVD. �E Crit! MIAMI PTtRIDA ZIP CODE Ctompanj► Number SECTION D-SURVEYOR,ENGINEER,.OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. COMMEIM CROWN OF THE ROAD ELEVATION 10. 33 - PROPOSED .F.F. ELEV. 11 . 60 A PORTION OF GOVERMENT LOT 4, TOWNSHIP 53 SOUTH, RANGE 42 EAST MIAMI DADE COUNTY, PDORIDA. I Check here If attachnlents SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BRE) y For Zone AO and Zone A(without BFE),complete Items E 1 through E4. If the Elevation Certificate is intended for use as supporting inlbnnsoon for a LOA44 or LOMR-F, Section C must be completed. E1.Biding Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed- see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) EL The top of the bottom floor(Including basement or enclosure)of the building is I I I ft.(m) I I Iin.(cm) (_I above or U below (check one)the highest adjacent grade. E3.For Building Diagrams 8-8 with openings(see page 7), the next higher floor or elevated floor(elevation b)of the building is I I I ft.(m)l I iln.(cm)above the highest adjacent grade. E4.For Zone AO only: If no flood depth number is available,Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?Lj Yes Lj No Lj Unknown. The local official must certify this information in Sectbn G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-Issued or cornnwnity4asued SFE)or Zone AO must sign here. OWNE"OR OWNEMS AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE MONATURE DATE COMMENrs s L.1 Check hare If attachtrtentsf SECTION O-COMMUNITY INFORMATION(OPTIONAL) The IooN offldal who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Seed"A. S. C(or E), and G of this Elevation Certificate. Complete the applicable Item(s)acid sign below. G1."The InfonnatIon In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the sound arij date of the elevation data in the Comments area below.) G2. LI A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-Issued 6FE)or Zone AO. G3. "The following information(Items G4-Gg)is provided for community floodplain management purposes. G4.PERMIT NUMBER DATE PERMIT ISSUED G6. CER71FI OF COMPLIAN. i ISSUED e G7.This permit has been issued for. U New Construction LI Substantial Improvement G8.Elevation of as-Wgt lowest floor(Including basement)of the building is: _ft.(m)Datum: GO.SFE or(In Zone AO)depth of flooding at the building site is: _ft.(m)Datum: TITLELOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE 1-1 Check here if attachnwnts,'r__. FEMA 81-31.AUG 99 REPLACES ALL PREVIOUS EDi PNP =-t FEDERAL.EMERGENCY MANAGEMENT AGENCY O.b &No.3057,0077 NATIONAL FLOOD INSURANCE PROGRAM J*31,2= _,.._. ELEVATION CERTIFICATE . ImPortasta..Read the Ituftue lone an .pages 1 -7. SECTION A-PROPERTY OWNER IMPORMATION >F ' tJ�se L14iT]SN AMERICAN .DEVELOPERS ,h:1 ' ►, �r�'ttN'.::':�. Apt.,Un��Bttit -woor aft.No)OR P.O ROUTE AND BOX NO. rrnber gr sca ne Blvd. ' Miami F1PAM a P We VAII.fnd _ax P&MI NW%W,tijal Onaotion,eta) 01161,Nonsn i n,Accessory,ate Use Coffrimits section if necessary.) H RMONTAL WOR SOURCE: I_J GPS{Type tlt� L. )•, J NAD 1927 U NAD 1983 U UVG8 Quad Map („-,I Other. SECTION B-FLOOD INSURANCE RATE W(FIRM)INFORMATION , INITYNUMW 82.COUNTY 83.STATE _,jjTQRV_q 12nric;2 ___, _TDA U TY F .SU RM INDEX I UPROPMaL D Be. DATE EFFBCTNE/REEVOW DATE ZONE($) Gone AO,use d@O of r-00 m) 1j 7-33-2-94 I . NIA x 8 8M t1_umhi of ttw Base Flood Elevation(SM data or base Hood depth entered in 69. I,,,J FIS Pmft ULJ FIRM U Community Determined U Other(DGotibe)i 811.brdkobtitsdo-e0a- datum used for'the 6FE In 89:LJ NGVD 1929 U NAW 11186 L,j Other(DsscrU): 81Z.le to bttidl V located in a Coastal Bartter Resources System(CBRS)area or Otherwise Protected Area(OPA)T U Yes (_j No 0 off aat Oda. -- - SItCTION C-BUILDING MJRVA17ON INFORMATION JSURVNY REQUIRED Ct. eisdelfl0its eine basad on: UConsbuotion DnwA ngs• UBWtdktg Under Constru&J - J,:FFlntshed Construction 'A near®ewdorl OwNWe will be roqutred when construction of the building Is complete. C2.8W Irta 0lsararn Ntrnbar l (Select the building diagram most similar to the building for which this aertiflcate is being completed-a" piWd and T. K tie degram accurately repr ssents the building,Provide a sketch or Owtograph.) C3;gwn4 ns-Z;swA1,AK AR,Ali,A(with SFE).VE,V1-VW,V(with SFE).Aft.ARIA.ARAE,APJA1-A34,AR/AH,AR/AO CoMplSs ftM'CW below n000rdkv tp the building diagram speollled In Item C2.$tate the datum used.if tits datum In dttlerent from the dei t, wad 1br the SPE In Section 6.convert the datum to that used for the SFE.Show held measurements and datum conversion a d doftL Use lila space provided or the Comments area of Seatlon D or Section G.aa'approprtate,to dooumernt the dawn conrereion. own NM Converision/Cor ments ®attatlort,MIpe7rgaJr used BENCH MAItR Does the elevation reference mark used appear on the FIRM? RL j Yes L(No 0 N Top of bOa i i bon(bwkxgng basement or enclosure) N 4.(M)O b)Top of tied Malta floor N &&_ftdm) O a)Aft of b aat haiawta)structural member(V zones only) NN�A...ft.(m) O d)Atlttdtsd (lap of stab) o e)Lowest e♦tattadon 0 machinery and/or equipment semicing Ow building Nj&_tt.(m) (3 t)Lowed,r4aoarlt grade(LAG) 1 TIT..5,9-n{m) Karl F.Kuhn O h)Noof psnna wd openings(blood vents)within 1 IL above adjacent grade.N A 01-23-03 O 0 Tam mean did pwmanant openings(food vents)In C3h_ N/A sq.In.(sq.=) _ SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIPICA'r1ON Tito 0, i Is to be slonedand waled by a land surveyor,engineer,or rd authorized by law to as"elevation kO mstion. /aW0llYNW 0a G err In$sedans A,B.ar t C on bids certft to represents my beat eMats to h0srpretMe data eval/able. / imy he 4*"by tions or M32LIson~t render 10 U.S Ccs Seckm IWI ctrl F. Kuhn R 5953 TITM CWPIMNMURVEYORS., IN lip 4660 SW ]$0 Sti a miSTATE WTnRTnA 9.5-y" TEt.EP Os- - 23.8-4 44 8 0 - 3-03 rt'bAArum 81-31;AUG 10 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL'PREYIOUS EDITIONS WANT: In Ime spaces,copy the corresponding Information from Section A. For Insuran".Company We: (including Apt.,Unit.Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Polley Number 3495 BISCAYNE BLVD. ��EE CITY MIAMI Yb IDA ZIP CODE Co.mpany-NAi Number J . A SECTION D-SURVEYOR,ENGINEER,.OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and (3)building owner. CROWN OF THE ROAD ELEVATION 10. 33 - PROPOSED 4 F.F. ELEV. 11 .60 A PORTION OF GOVERMENT LOT 4, TOWNSHIP 53 SOUTH, RANGE 42 EAST MIAMI DADE COUNTY, FLORIDA. i Check here if attachftnts SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) ., For Zone AO and Zone A(without BFE),complete Items E 1 through E4. If the Elevation Certificate is intended for use as supporting intbr'►nadon for a LOMA or LOMR-F, Section C must be completed. E1.Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) M The top of the bottom floor Qncluding basement or endosure)'of the building is II I II ft.(m) I I Iin.(cm) I_i above or (J below (dieck one)the highest adjacent grade. E3.For Building Diagrams 8-8 with openings(see page 7), the next higher floor or elevated fluor(elevation b)of the building is I I 1 ft.(m) I I Iin.(cm)above the highest adjacent grade. E4.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain menetgemertt ordinance?LJ Yea I I No I I Unknown. The local official must certify this Information in Section G.-. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A. B,and E for Zone A(without a FEMA4saued or contrrtunity-lasued BFE)or Zone AO must sign here. PROP1111111M OWNEWS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADOWN CITY STATE ZIP CODE SIGMTURE DATE TELEPHONE COMWNTS I_I Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The load official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B. C(or E),and G of this Elevation Certificate. Complete the applicable items)and sign below. G1.LJ The Information In Section C was taken from other documentation that has been sign&d and embossed by a licensed surveyor, engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. IJ A community oflidal completed Section E for a building located in Zone A(without a FEMA-Issued or community-Issued BFE)or Zone AO. G3. IJ The following Information(Items G4-G9)is provided for community floodplain management purposes.I G4.PERMIT NUMBER G5. DATE PERMIT ISSUED Ge. 5XTnERTIFIOM OF COMPLIAN y , i ISSUED G7.This permit has been Issued for. IJ New Construction IJ Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building Is: _ft.(m)Datum: G9.SFE or On Zone AO)depth of flooding at the building site Is: _ft.(m)Datum: LOCAL OFFICIAL'S FWIE TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE 1 1-1 Check here If attachments FEMA 81-31,AUG 90 REPLACES ALL PREVIOUS EDITIOMS 4- i FEDERAL,EMERGENCY MANAGEiiAENT AGENCY 4,M.i� No.8067.77 NATIONAL FLOOD MURANCE PROGRAM JUV a1,2 ELEVATION CEkTIFICATE _ Im nit Read the Instructions ort pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION •• ;R • Use: BULDIM60KTAIR11 OR LATIIN AXERICAN DEVELOPERS n. .; • '+ '+�:'�:' " PWAP Apt,Unit,Shite,and/or BMg.No.)OR P.O.ROUTE AND BOX NO. t.i •fs 1 CrrYZIP Miami FISRda 09-"It-Ing ONH ACK OF l q. WGE" ,et0 BULOM w"Non-reakfentiak MiticA Aaxssm7,st ommsnts section naoesssry.) L^wnIwAcRxrwEprnOW HORIZONTAL OWME SOURCE: LJ GPS(Typay, a9'-or-to" or 9SAw9fir) LJ NAD 1927 L NAD 1983 L j tISGB Quad Map L J Other. ,. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B . walwy Awl I coMMUNfTy NUMBER BZ.COUNTY WAME @3.STATE Miami-Shores 120652 Dade County. I Flori r "VMVAWPM11L 85.SUFFIX W.FIRM INDEX 17.PJAM PANEL I Ba.F001) I w.OW RM MVAMMM 0 9 3 J 7-1 gArEFF)�C7 S TvFlWED OATS N�,A(8) c,�orre�.w � e e.pA at odBq) 13%Indkda ills ammob of the Base Fiood Efevaticn(SM data or base flood depth entered In SO. LJ FIS•PraEs Mj FIRM "Community Determined L.I Other(Describe): 1311.1 rt�oaW the eiieva60 dattmt used for thisSFE In 88:J X J NGW 1929 L J NAVD 1 M {_„J Other(Dasoribe): 812.b tl♦tfl fbtt)klinp lootrt o Ina Coastal Bander Resources System(CBR&)ansa or Otherwise Protected Area(OPA)7 U Yea U No SIMON C-BUILDING ELEVATION INFORMATION(SURVEY REWIRED) C1.BuIkI tp alwAftns am based on: LJConstnKdm Dmwhve USuRdtng Under Conatnxficn• MJFlnishsd Conde d w •A now EWAdon CwOnte wM be m**W when construction of the bufidbg is complete. C2.f3ittidiry DMVM Nuimbar 1 (Woo Etre b Nit diagram most similar to the bulfding•for which this owlifcate is beteg GNM*eel-see PgWO and 7. If no dhwsm aooua t ly repnwnts the bugding,provide s sketch or photograph.) Ca.fonts—ZwMAl•,A39„A6,AFI,A(with SFE?.VE,V1-V30,V(with BFE).Alt.ARIA.AR/AE,AR/A1 A30,AWM.AR/AO Cantphis Mars 03*4 below aowrdkV t9 the bolding diagram specified In Item C2.State the datum used.If the 4101MR1 M dltlbrent frmn ft dsfte»tread for the OFE In Section B,convert the datum 6 that used for the OFF.Show field meadumnants and datum o0r1vardon i G@bAm L UN#w Waco provided or the Comments area of Section D or Section G.as appropriate,to document the datum-aoarerlolon• Datum NM CwnrerswvComments Lletra -0 trAee+srrpP ittllrlc used BENCB 1KARK_--- - Dori the elevation reference mark used appear on Qts FRW YO Ne 0 a)Top of bottom floor(htclud ng basement or ern*ware) N7 A &(m)O b)Tap of Aeon higher fl w Q/�A(M) s Bottom of kwast itoekwW t structural member(V zones only) N j A ft.(m) Att>afwd (tom of slab) /�ft•(m) Lowest 0 machinery and/or equipment as wMtg In buB ft N/A tt.(m) Lowest adjaoent grade(RAG) 10.59tL(m)• Karl F.Rguhn ?HOW, Q, I (HAG) . 1 VIA ] h)Nle.of pemdrwg openings(Rood vents)within 1 IL above sdJacextt grade N A 01-23-03 0 0 TOM arse)of a!paenewm openings(food vents)M C3h NAA sq.In.(sq.c rn) SECTION D-SURVEYOR,ENGINEER'OR ARCHITECT CERTIFICA'T'ION This ON111000n Is b best W and vwIed by a Med staysyor,anghM,or srghhed auttipfted by law to certify dsvatton k tl i-Oft. I= NW to bftnaft 1n 8eadorts A,A end C on 0*0016Tcats represents my beat sff'brta lb httsrpref the deb sv&bbl& I nwy he pwzMabo b firm or 6Ryftomwt ander 10 U.&Code► Ssaffwr 100, art :F. Kuhn R 5953 .URVEYO$S IN . 14660 SW 1,550 St iii 01 0 3 8-►4A48 �fS1AA Foran$14M. - &gS�VERSE SIDE FOR GOKTINUATION ��Z&%EVII"EDRKW IMPORTANT: In these spaces, copy the corresponding Informs on from Section A. Eor.insurana Company►UM: BUI y t PRESS Ilnctuding Apt..Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Po cy r CITY STATE ZIP.0 OE Company NAI ;Number: ;•; MIAMI FLORIDA SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official. (2)Insurance agent/company,and(3)building owner.COMMENTS y CROWN OF THE ROAD ELEVATION 10.33 A portion of Govermer,}1`LQt L1k, Townah i_p S 3 co„+-h 6—Ran,9P L's�Z�East _ Dade County, florida. _ I Check here N atldtftl * SECTION E -BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONS A(WITHOUT Cor Zone AO and Zone A(without BFE),complete Items E 1 through E4. If the Elevation Certificate is Intended for 600 88 auppoft_ Inf rmation for a LOMA or LOMR-F, Secdon C must be completed. E' Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed— see pages 8 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor(Including basement or enclosure)of the building is I I I ft.(m) I I Iln.(cm) "above or LJ tlebw (check one)the highest adjacent grade. E3. For Bullding Diagrams 84 with openings(see page 7), the next higher floor or elevated fluor(elevation b)of the building Is I I I ft.(m) I l Iln.(cm)above the highest adjacent grade. E4. For Zone AO only: If no flood depth number Is available,Is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance?Lj Yes I I No I Unknown The local official must derfily this Infortnatlon In Secg_on G. ,.- SECTION F PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A. B,and E for Zone A(without a FEMA-IssuOd or oomnwnity-Issued OFE)or Zone AO must sign here. • PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S ADDRESS CITY SIGNATURE DATE TELEPHONE COMMENTS Lj Cheek here If atlttro0lMrtt SECTION 0-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordlnanoa Can complete Sections A. B,C(or E),and G of this Elevation Certlflcate. Complete the applicable Items)and sign below. (31. IJ The Information In Ssetlon C was taken from other documentation that has been slgn8d and embossed by a NCalMad aunayOP engineer,or architect who is authorized by state or local law to certify elevation Information. (Indloete the soutYl OW data elevation data In the Comments area below.) G2. " A community offlclal completed Section E for a building located in Zone A(without a FEMA-rssued or commun*keuod BFB Or Zone AO. G3. IJ The following L information(Items G4-G9)is provided for community floodplain management purposes. G4. PERMIT NUMBER DATE PERMIT ISSUED G8. DATE CERTIFICATE OF COMPDXMIMURM ISSUED J 137.This permit has been Issued for.' U New Construction IJ Substantial Improvement G8. Elevation of as-bulit lowest floor Onduding basement)of the building Is: ft.(m)Datum: G9. BFE or On Zone AO)depth of flooding at the building alta is: _ft.(m)Datum: LOCAL COMMUNITY NAME TELEPHONE SIGNATURE DATE F8M Form e1-31.AIJI 09 REPLACES ALL PRa1/lW8 Best Truss Company To: Truss List 7035 SW"ST LATIN AMERICAN INV. Miami 2867 SW 69 CT. Job FL 33155 MIAMI Page: 1 of 2 FL.DA Date: 11/12/03 Project: Project 3A82 Model: Deliver To: Block No: Account No: Lot No: 94X(BISCAYNE BLVD. Designer. btc MIAMI,FL. Contact Site Office Salesperson Deliver To Address3 Quote Name: Phone: 63-8085 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 MiTek 2000 software Pages or sheets covered by this seal:0001 thru 0093 Total:93 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 61 G15-31 section 003 of The Florida Board of Professional Regulations. Truss Truss Truss Truss 0005 CJ3B 0006 CJ3C 0007 CJ4 0008 CJ7 0009 CJ7A 0010 CJ713 0011 Cil) 0012 CJ9A 0013 FGRI 0014 GRI 0015 GR2 0016 GR3 0017 GR4 0018 GR5 0019 H1 0020 H2 0021 H3 0022 H4 0023 H5 0024 HG1 0025 HG2 0026 HG3 0027 HH1 0028 HH2 0029 HH3 0030 HH4 0031 HHG1 0032 J 0033 J1 0034 J1E 0035 J1F 0036 J2 1-U 0037 12A 0038 J2C 0039 J2D 0040 J3 c,— 0041 J3A 0042 J3B 0043 J3C, 0044 0045 J4A 0046 J5 0047 J5A 0048 J5B LU-> r� CM0049 J6 0050 J7 0051 17A 0052 J7B ` , ^ ui 0053 17C 0054 MG1 0055 S1 0056 S10 �1-E q a' -r- -a13 E ca 0057 S11 0058 S12 0059 S13 0060 S14 � + h5 6 C_® 0061 S15 0062 S16 0063 S17 0064 S18 � �� LA1- ' 0065 S2 0066 S3 0067 S4 0068 S5 0069 S6 0070 S7 0071 S8 0072 S9 0073 SG1 0074 SG2 0075 SG3 0076 T1 r • a 1 • a= , Best Truss Company To: Truss List 7035 SW"ST LATIN AMERICAN INV. Miami 2867 SW 69 CT. Job FL 33155 MIAMI Page: 2 of 2 FL.DA Date: 11/12/03 Project: Project 3A82 Model: Deliver To: Block No: Account No: Lot No: 94XX BISCAYNE BLVD. MIAMI,FL. Designer: btc Contact Site Office Salesperson Deliver To Address3 Name: Quote Phone: 63-8085 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 MITek 2000 software Pages or sheets covered by this seal:0001 thru 0093 Total:93 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. Truss Truss Truss Truss 0081 T5 0082 T6 0083 T7 0084 T8 0085 T9 0086 V1 0087 V10 0088 V1A 0089 V3 0090 V4 0091 V5 0092 V5A 0093 V7 BEST TRUSS Co. To: 7035,SW 44 ST. Production List NIIAN% FL 33175 ADONAI DESIGN Job Number. Phone:305-667-6797 Fag:305.667-0592 2867 SW 69 CT. Page: 1 Project:9495 BISCAYNE BLVD.Block No: MIS Date: 11-12-2003-9:45:34 AM Model: Lot No: FL., DADE Project ID: 3A82 Contact: Site: Office: Deliver To: Account No: 33584772 Name. MIAMI SHORES Designer. mtm Phone: (305)263-8085 Salesperson: Fax: Quote Number. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 4 BF-Ea 4 Total 1 Cil 1-10-12 ROOFTRUSS 4.36 1-7-8 0-0-0 8 Um each 0.00 1-6-10 5 BF-Ea 5 Total 1 CJ1A 3-0-0 ROOFTRUSS 4.15 0-0-0 0-0-0 9 lbs.each 0.00 2-6-13 8 BF-Ea 16 Total 2 CJ3 4-0-9 ROOF TRUSS 4.93 1-5-4 0-0-0 15 lbs.each 0.00 2-6-3 8 BF-Ea 16 Total 2 CJ3A 4-0-9 ROOF TRUSS 4.78 1-5-12 0-0-0 15 lbs.each 0.00 2-4-14 7 BF-Ea 13 Total 2 CJ3B 3-11-5 ROOF TRUSS 4.57 1-6-9 0-0-0 14 Is.each 0.00 2-2-7 7 BF-Ea 13 Total 2 CJ3C 3-7-5 ROOF TRUSS 433 1-7-10 0-0-0 13 lbs,each 0.00 2-3-5 11 BF-Ea 22 Total 2 CJ4 4-2-3 ROOF TRUSS 3.54 2-0-1 0-0-0 23 lbs.each 2X6t2X4 0.00 3-1-5 17 BF-Ea 33 Total 2 CJ7 7-0-2 ROOF TRUSS 3.54 2-0-1 0-0-0 35 ft.each 2X612X4 0.00 4-6-12 24 BF-Ea 24 Total 1 CJ7A 7-6-5 RoOFTRUSS 4.62 1-6-6 0-0-0 481bs.each 2XM4 4.62 3-10-8 17 BF-Ea 17 Total 1 CJ7B 7-8-3 ROOF TRUSS 4.64 1-6-5 0-0-0 36%&each 0.00 3-11-5 25 BF-Ea 75 Total 3 CJ9 9-10'-1 ROOFTRUSS 3.54 2-0-1 0-0-0 55Ibs each 2X6t2X4 0.00 4-6-9 32 BF-Ea 32 Total 1 CJ9A 9-10-1 ROOF TRUSS 3.54 2-0-1 0-0-0 62 each 2X6t2X4 3.54 (1)2-Ply -2-0 16 BF-Ea 33 Total 2 FGR1 3-1-8 ROOF TRUSS 000 0-0-0 0-0-0 29 lbs.each 2X6/2X6 5.00 6-3-1 c4-6-0 99 BF-Ea 99 Total 1 GRl 38-1-13 ROOF TRUSS 5.00 1-5-0 0-0-0 q ^ 207 ma each 0.00 N �, 1 GR2 38-8-1 ROOF TRUSS 85.00 4 145 60 0 0-0-0 - 107 BF-Ea 107 Total10 219 lbs.each 4 Rows Lat Brace -3.53 s 0-4-10 c j (1)3-Ply 3-7-6 82 BF-Ea 245 Total ti o 3 GR3 28-3-1 RooF TRUSS 5.o0 0-0-0 0-0-0 -FS co 175 lbs.each 2X4t2X6 0.00 co m v 3-6-10 24 BF-Fra 24 Total 1Y ~ 1 GR4 7-3-7 ROOF TRUSS 5.00 0-0-0 0-0-0 1-1-1 . 46 U each 2X4=6 0.00 so-1-8 O 2-6-15 37 BF-Ea 37 Total ;z 1 GR5 13-7-12 ROOF TRUSS 5.00 1-5-0 0-0-0 'ry�j 67 lbs.each 0.00 4-7-14 47 BF-Fa 47 Total 1 Hl 22-8-0 RooF TRUSS 5.00 1-5-0 1-5-0 100 lbs.each 0.00 4-7-14 66 BF-Ea 66 Total 1 H2 25-5-15 ROOF TRUSS 5.00 1-5-0 0-0-0 138 lbs.each 0.00 //�Iz WE_ST TRUSS CO. To: } 7035,SW 44 ST. Production List MUM% FL 33175 ADONAI DESIGN Job Number: Phone:305-667-6797 Fax:305-667-0592 2867 SW 69 CT. Page: 2 Project:9495 BISCAYNE BLVD.Block No: MIAMI Date: 11-12-2003-9:45:34 AM Model: Lot No: FL., DADE Project ID: 3A82 Contact: Site: Office: Deliver To: Account No: 33584772 Name: MIAMI SHORES Designer. mtm Phone: (305)263-8085 Salesperson: Fax: Quote Number. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 5-5-.14 73 BF-Ea 73 Total 1 H3 27-5-15 ROOF TRUSS 5.00 1-5-0 0-0-0 152 tbs.each 0.00 6-3-14 75 BF-Ea 75 Total 1 H4 29-5-15 ROOF TRUSS 5.00 1-5-0 0-0-0 159 lbs.each 1 Row Lat Brace 0.00 7-1-14. 84 BF-Ea 84 Total 1 H5 31-5-15 ROOF TRUSS 5.00 1-5-0 0-0-0 176 lbs.each 1 Row Lat Brace 0.00 3-9-14 60 BF-Ea 60 Total I HGI 22-8-0 ROOF TRUSS 5.00 1-5-0 1-5-0 124 lb&each 0.00 -11-14 25 BF-Ea 25 Total 1 HG2 11-0-12 ROOF TRUSS 5.00 0-0-0 1-5-0 48 lbs.each 0.00 -1-14 71 BF-Ea 71 Total 1 HG3 31-4-0 ROOF TRUSS 5.00 1-5-0 1-5-0 1451bs.each 2 Rows Lat Brace 0.00 2-11-14 42 BF-Ea 42 Total 1 HH1 18-4-0 ROOF TRUSS 5.00 1-5-0 0-0-0 86 lbs.each 0.00 3-9-14 44 BF-Ea 44 Total 1 EM 18-4-0 ROOF TRUSS 5.00 1-5-0 0-0-0 93 ft.each 0.00 4-7-14 44 BF-Ea 44 Total 1 HW 18-2-14 ROOF TRUSS 5.00 1-5-0 0-0-0 92 each 0.00 5-5-14 46 BF-Ea 46 Total 1 HH4 18-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 97 Ibs.each 1 Row Lat Brace 0.00 3-11-12 72 BF-Ea 72 Total 1 HHGI 23-4'-14 ROOF TRUSS 5.00 1-4-4 0-0-0 156 lbs.each 2X6/2X6 2 Rows Lot Brace 0.00 so-1-1 1-2-12 3 BF-Ea 3 Total 1 J 0-9-5 ROOF TRUSS 5.o0 1-5-0 0-0-0 4 lbs.each 0.00 1-3-14 3 BF-Ea 45 Total 17 J1 1-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 5 lbs.each 0.00 1-3-14 c l-0-0 3 BF-Ea 3 Total 1 J1E 1-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 5 lbs.each 0.00 1-3-9 3 BF-Ea 3 Total 1 J1F 0-11-3 ROOF TRUSS 5.00 1-5-0 0-0-0 5 lbs.each 0.00 1-9-3 5 BF-Ea 5 Total 1 J2 2-8-15 RoOF TRUSS 5.00 0-0-0 0-0-0 8 tbs.each 0.00 2-7-12 8 BF-Ea 17 Total 2 J2A 2-3-12 ROOF TRUSS 5.00 1-5-0 0-0-0 14 lb.each 5.00 3-5-3 5 BF-Ea 5 Total 1 J2C 2-4-7 ROOF TRUSS 5.00 0-0-0 0-0-0 10 lbs.each 0.00 1-10-14 5 BF-Ea I 1 Total 2 nD 2-4-12 ROOFTRUSS 5.00 1-5-0 0-0-0 9 lbs.each 0.00 -1-14 5 BF-Ea 48 Total 9 J3 3-0-0 ROOF TRUSS 5.001-5-0 0-0-0 1193&each 0.00 // Z.as MR TRUSS Co. To: 7035�Sw"ST. Production List NIIANII, FL 33175 ADONAI DESIGN Job Number. Phone:305-667-6797 Fax:305-667-0592 2867 SW 69 CT. Page: 3 Project:9495 BISCAYNE BLVD.Block No: MIAMI Date: 11-12-2003-9:45:35 AM Model: Lot No: FL., DADE Project ID: 3A82 Contact: Site: Office: Deliver To: Account No: 33584772 Name: MIAMI SHORES Designer. mtm Phone: (305)263-8085 Salesperson: Fax: Quote Number. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: -11.-3 10 BF-Ea 21 Total 2 MA 3-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 19 lbs.each 5.00 -1-14 5 BF-Fa 75 Total 14 J3B 3-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 11 lbs.each 0.00 2-1-9 5 BF-Ea 5 Total 1 J3C 2-11-3 ROOF TRUSS 5.00 1-5-0 0-0-0 11 Via.each 0.00 3-5-3 8 BF-Ea 8 Total 1 J4 4-4-7 ROOF TRUSS 5.00 0-0-0 0-0-0 15 lbs.each 0.00 -11-14 9 BF-Ea 17 Total 2 J4A 5-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 17 Its.each 0.00 -11-14 9 BF-Ea 52 Total 6 J5 5-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 17 lbs.each 0.00 3-9-3 15 BF-Ea 30 Total 2 J5A 5-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 28 tbs.each 5.00 2-11-9 8 BF-Ea 8 Total 1 J5B 4-11-3 ROOF TRUSS S.00 1-5-0 0-0-0 17 lbs.each 0.00 3-5-3 11 BF-Ea 11 Total 1 J6 6-4-7 ROOF TRUSS 5.00 0-0-0 0-0-0 20 lbs.each 0.00 3-9-14 11 BF-Ea 136 Total 12 J7 7-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 24 lbs.each 0.00 3-9-9 11 BF-Fa 11 Total 1 J7A 6-11-3 ROOF TRUSS 5.00 1-5-0 0-0-0 23 Um each 0.00 3-10-13 12 BF-Es 12 Total 1 J7B 7-2-3 ROOF TRUSS 5.o0 1-5-0 0-0-0 2411x.each 0.00 3-11-1 12 BF-Ea 12 Total 1 J7C 7-2-12 ROOF TRUSS 5.00 1-5-0 0-0-0 24 lbs.each 0.00 1-5-3 5 BF-Fa 5 Total 1 MGl 1-9-14 ROOF TRUSS 3.54 2-0-1 0-0-0 9 lbs.each 0.00 5-5-3 80 BF-Ea 80 Total 1 S1 30-0-4 ROOF TRUSS 5.o0 1-5-0 0-0-0 159 lbs.each 5.00 7-1-14 65 BF-Ea 65 Total 1 S10 22-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 138 lbs.each 0.00 7-5-3 79 BF-Ea 79 Total 1 Sll 24-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 162 lbs.each 1 Row Lat Brace 0.00 7-5-3 84 BF-Ea 84 Total 1 S12 26-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 177 lbs.each 2 Rows Lat Brace 0.00 7-7-14 90 BF-Ea 90 Total 1 S13 28-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 190 lbs.each 4 Rows Lot Brace 0.00 8-5-14 101 BF-Fa 101 Total 1 S14 30-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 213 lbs.each 3 Rows Let Brace 0.00 /I� t2w0b . BE TRUSS CO. To: 7035 SW 44 ST. Production List FL 33175 Job Numb Phoon: 0� �ONAI DESIGN er: 7-6797 Fax:305-667-0592 2867 SW 69 CT. Page: 4 Project:9495 BISCAYNE BLVD.Block No: MIAMI Date: 11-12-2003-9:45:36 AM Model: Lot No: FL., DADE Project ID: 3A82 Contact: Site: Office: Deliver To: Account No: 33584772 Name: MIAMI SHORES Designer. mtm Phone: (305)263-8085 Salesperson: Fax: Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 110 BF-Ea 110 Total 1 S15 37-9-7 ROOF TRUSS 5.00 1-5-0 0-0-0 229 lbs.each 4 Rows Lat Brace 0.00 8-2-3 105 BF-Ea 105 Total 1 S16 35-9-7 ROOF TRUSS 5.00 1-5-0 0-0-0 219 ft each 0.00 7-9-7 97 BF-Ea 97 Total 1 S17 33-5-15 ROOFTRUSS 5.00 1-5-0 0-0-0 203 Ars.each 0.00 7-11-8 99 BF-Ea 99 Total 1 S18 34-5-15 ROOF TRUSS 5.00 1-5-0 0-0-0 210 lbs.each 0.00 7-1-3 95 BF-Ea 95 Total 1 S2 34-8-1 ROOF TRUSS 5.00 1-5-0 0-0-0 197 A>s.each 4 Rows Lot Brace 5.00 7-11-3 111 BF-Ea 111 Total 1 S3 36-8-1 ROOF TRUSS 5.00 1-4-4 0-0-0 230 lbs.each 2X6/2X4 4 Rows Lat Brace 5.00 4-7-3 19 BF-Es 152 Total 8 S4 7-0-0 ROOF TRUSS 5.00 1-5-0 0-0-0 38 lbs.each 5.00 4-6-1 18 BF-Ea 18 Total I S5 6-9-5 ROOF TRUSS 5.00 1-5-0 0-0-0 36 Is.each 5.00 3-8-1 14 BF-Ea 14 Total 1 S6 4-9-5 ROOF TRUSS 5.00 1-5-0 0-0-0 27 Ars.each 5.00 2-10-1 9 BF-Ea 9 Total 1 S7 2-9-5 ROOF TRUSS 5.00 1-5-0 0-0-0 15 Ars.each 5.00 6-11-5 c4-6-0 114 BF-Ea 114 Total 1 S8 34-9'-5 ROOF TRUSS 5.00 1-5-0 0-0-0 236 Ars.each 0.00 6-3-14 61 BF-Ea 61 Total 1 S9 20-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 128 Ara.each 0.00 (1)2-Ply 4-7-3 93 BF-Ea 185 Total 2 SG1 30-0-0 ROOF TRUSS 5.00 1-4-4 1-11-0 180 Ara.each 2X6/2X4 5.00 (1)2-Ply 6-3-3 95 BF-Ea 190 Total 2 SG2 32-11-10 ROOF TRUSS 5.00 �1-5-0 0-0-0 194 Au.each 2X4/2X6 5.00 30-1-1 (1)2-Ply -1-6 c 4-6-0 133 BF-Ea 266 Total 2 SG3 33-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 276 Abs.each 2X4/2X6 12 Rows Lat Brace 0.00 3-0-3 25 BF-Ea 49 Total 2 T1 10-1-8 ROOF TRUSS 5.00 0-0-0 0-0-0 48 Ars.each 0.00 8-0-0 c4-6-0. 97 BF-Ea 97 Total 1 T2 38-0-4 ROOF TRUSS 5.00 1-5-0 0-0-0 200 Abs.each 1 Row Lat Brace -3.54 1-5-9 4 BF-Ea 4 Total 1 T3 1-4-0 JACK 5.00 1-5-0 0-0-0 6 Ara.each 0.00 --0-14 3 BF-Ea 3 Total 1 T3A 1-4-0 JACK 5.00 0-0-0 0-0-0 4lbs.each 0.00 6-7-3 c4-6-0 99 BF-Ea 99 Total 1 T4 36-9-5 ROOF TRUSS 5.00 1-5-0 0-0-0 204 Ars.each 0.00 '41+'r 2"®, . 'AE,%T TRUSS CO. To: 7035-SW 44 ST. Production List NIIAW FL 33175 ADONAI DESIGN Job Number. Phone:305-667-6797 Fax:305-667-0592 2867 SW 69 CT. Page: 5 Project:9495 BISCAYNE BLVD.Block No: MIAMI Date: 11-12-2003-9:45:37 AM Model: Lot No: FL., DADE Project ID: 3A82 Contact: Site: Office: Deliver To: Account No: 33584772 Name: MIAMI SHORES Designer. mtm Phone: (305)263-8085 Salesperson: Fax. Quote Number. Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: B-9-5 87 BF-Ea 87 Total 1 TS 32-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 183 lbs.each 2 Rows Lot Brace 0.00 9-3-6 111 BF-Ea 111 Total 1 T6 34-8-0 ROOF TRUSS 5.00 1-4-4 0-0-0 238 lbs.each 2XM4 2 Rows Lat Brace 0.00 8-10-7 100 BF-Ea 100 Total 1 T7 36-8-0 ROOF TRUSS 5.00 1-5-0 0-0-0 211 lbs.each 2 Rows Lat Brace 0.00 3-3-11 25 BF-Ea 25 Total 1 T8 13-7-12 ROOF TRUSS 5.00 1-5-0 0-0-0 51 ft each 0.00 3-9-0 23 BF-Ea 23 Total 1 T9 13-7-12 ROOF TRUSS 5.00 1-5-0 0-0-0 49 Is.each 0.00 0-10-0 3 BF-Ea 3 Total 1 V1 2-0-0 ROOF TRUSS 5.00 0-0-0 0-0-0 5 lbs.each 0.00 2-0-0 19 BF-Ea 19 Total 1 V10 12-0-0 ROOF TRUSS 5.00 0-0-0 0-0-0 39 lbs.each 0.00-- 0-9-12 .000-9-12 3 BF-Ea 3 Total 1 VIA 1-11-6 ROOF TRUSS 5.00 0-0-0 0-0-0 5 f each 0.00 1-7-8 7 BF-Ea 7 Total 1 V3 3-10-14 ROOF TRUSS 5.00 0-0-0 0-0-0 12 lbs.each 0.00 1-8-0 7 BF-Ea 13 Total 2 V4 4-0-0 ROOF TRUSS 5.00 0-0-0 0-0-0 12 lbs.each 0.00 2-3-11 9 BF-Ea 9 Total 1 V5 5-6.8 ROOFTRUSS 5.00 0-0-0 0-0-0 18 lbs,each 0.00 2-5-4 10 BF-Ea 10 Total 1 V5A 5-10-5 ROOF TRUSS 5.00 0-0-0 0-0-0 20 Ibs.each 0.00 2-0-0 14 BF-Ea 14 Total 1 V7 8-0-0 ROOF TRUSS 5.00 0-0-0 0-0-0 27 lbs.each 0.00 As t/•12-D$ . e Job1 Truss Truss Type TIN AMERICAN INV. 0012 3A82 CJ9A ROOF TRUSS 1 1 Job Rrnoson cuss Miami, . 00sm, e Wed Nov age -2-2-0 -2-0-1 1-0-0 5-3-5 9-10-1 0-1-15 2-0-1 1-0-0 4-3-4 4-6-12 2x4 I I Scale=1:23. 4 5 3.54 FT2 3x4 s 3 6x16- 2 6 3x8 1 9 7 3x4 3.54 FT2- 8 2x4 I I -1-11-0 1-0-0 5-3-5 9-10-1 1-11-0 1-0-0 4-3-4 4-6-12 Plate LOADING(o SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.92 Vert(LL) 0.02 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Ve TL 0.14 1 >266 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:62 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-4-11 oc purlins. BOT CHORD 2 X 6 SYP No.2 *Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-8 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 *Except* 2-9 2 X 6 SYP No.2,2-9 2 X 6 SYP No.2 REACTIONS (Ib/sIze) 6=698/Mechanical,9=654/1-0-0 Max Horz9=429(load case 2)) Max Uplift6=-491(load case 2),9=744(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--82,2-3--752,3-4=67,4-5--15 BOT CHORD 8-9-1,2-9=499,748=62,6-7=748 WEBS 3-7=186,3-6--704,2-7=761,4-6--371 NOTES 1)Wind:ASCE 7-98;146mph;11=19ft;TCDL=5.Opsf,BCDL=5.Opsf,Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 Car grip DOL=1.33. 2}Refer to girder(s)for truss to truss connections. 3 Bearing at foint(s)9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity bearing surface. me 4)Providechanical connection(by others)of truss to bearing plate capable of withstanding 491 Ib uplift at Joint 6 and 744 Ib uplift at oint 9. 5) is 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 Uniform Loads 90.0 Trapezoidal Loadslpif) Vert:2=3. -to-5=198.9,8=0.0-to-6=44.2 2)U ff Wind: Loads Lumber Increase=1.33,Plate Increase=1.33 Vert:1- - 72.1 Horz:1-2=182.1 Trapezoidal Loads(plf) Vert 2---4.0-to-4=171.2,4=267.4-to-5=273.0,8=0.0-to-6=-22.1 Horz:2=3.6-to-4=-192.7,4=288.8-to-5=295.1 Job Truss Truss Type LAI IN AMhKICAN INV. •, 0033 3At32 J1 ROOF TRUSS 17 1 Job Reference o se .. ami. . s r e n u as,Inc.nVVeC1 NOVPagel 3 -1-5-0 140-0 1-5-0 14-0 Scale=1:5. 5.00 F 4 1-0-0 X — 1-0-0 LOADING( SPACING 240-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 3u.0 Plates Increase 1.33 TC 0.38 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.05 1 >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:6 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS Ib/size) 3=72/Mechanical,2=303/0-7-4,4=9/Mechanical Max Horz2=1 load case 2) Max Uplift3=72(oad case 1),2=51 load case 2) Max Grav3=158(load case 2).2=303(load case 1),4=9(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2,q---87 BOT CHORD 2-4--0 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft:TCDL=5.Opsf;BCDL=5.Opsh.Category 11;Exp C;partlally;C-C Interiorzone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 3 and 519 Ib uplift at oint 2. 4) is 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 Uniform Loads V10 Vert:1- --90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- —172.1,2-3=110.0,24=-10.0 How 1-2=182.1.2-3=120.0 i Job NSS ruse Type AIVIEKIUM INV. 0041 3.82 J3A ROOF TRUSS 2 1 Job Reference o oral -BesFTcuss CO.,miarm, s mar 25 ZUU3 MI I eK Industries,Inc. woo Nov20D3-Page--'F -1-5-0 048-8 3-0-0 2x4 II 1-5-0 048-8 2-3-8 3 Scale=1:11. 5.00 FT2 6x10 2 1 7 Lh 5 3x6 5.00 Fff 048-8 3-0-0 0-8-8 2x4 11 6 2-3-8 Plate LOADING(psfl 7 SPACING 2-0-0 CSI DEFL in (foe) Well Ud PLATES GRIP TCLL �0 b Plates Increase 1.33 TC 0.83 Ve LL -0.00 >0 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.26 Ver�TL; 0.15 1 >178 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 2-7 2 X 6 SYP No.2 REACTIONS (Ib/sIze) 6--1/Mechanical,7=441/0-8-8 Max Horz 7=261(load case 2) Max UpIIft5=1(load case 1),7=-61 9(load case 2) Max Grav5=55(load case 2),7=441(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=76,2-3=66,34-9,3-5-76 BOT CHORD 6-7=57,2-7=-403,6-6--145 WEBS 2-5=151 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.Opsf;Category Ii;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 ate grip DOL=1.33. 2) is truss Is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 33 Refer to girders)for truss to truss connections. 4 Bearing at oint(s)7 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 Ib uplift at joint 5 and 619 Ib uplift at 6)qjjoint 7. ls 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 Uniform Loads 3-� Vert:1- --90.0,3-4--90.0,5-6--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 UniformLoadsIf) Vert:1- -172.1,2-3=79.4,3-4--172.1,5-6=10.0 Horz 1-2=182.1,2-3=-89.4,3-4--182.1 ' Job n ss Truss Type PlyLA I IN AMEPJC.AN INV. 0047 3A82 J5A ROOF TRUSS 2 1 Job Referenceo anal cuss Miami, . s r e n u es, nc. woo Nov age -1-5-0 0-8-8 5-0-0 1-5-0 0-8-8 4-3-8 2x4 I[ Scale=1:18. 4 3 5.00 FTT 6x10 2 5 3x6 5.00 FfT 6 2x4 11 0-8-8 5-0-0 0-8-8 4-3-8 PlateLzu-3-0,U-2-121 LOADING(M SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 0. Plates Increase 1.33 TC 0.83 Ver LL0.00 88 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert( 0.14 1 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:28 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 2-7 2 X 6 SYP No.2 REACTIONS (lb/size) 5=175/Mechanical,7=485/0-8-8 Max Horz7= load case 2 Max Uptift5=14 (load case 2),7=661(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--75,2-3--146,3-4--9,3,5--158 BOT CHORD 6-7=61,2-7=429,5-6=-87 WEBS 2-5=132 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.0psf;BCDL=S.Opst;Category II;Exp C;enciosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 33 Refer to girders)for truss to truss connections. 4 Bearing at ioint(s)7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity at surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 Ib uplift at Joint 5 and 561 Ib uplift at oint 7. 6) Is 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 Uniform Loads rp Vert:1- —90.0,3-4--90.0,5-6--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pifl V7 2.1,—172.1,2-3=79.4,3-4=172.1,5.6=-10.0 Horz:1-2=182.1.2-3=89.4,3-4=-182.1 Job ' ruse Truss Type LAI IN AMhKICM INV. 0067 3A82 S4 ROOFTRUSS 8 1 Job Reference oral rasa Miami, s r e n u es, nc. ovPagel -1-5-0 0-8-8 , 7-0-0 1-5-0 0-8-8 6-3-8 3x4 ii Scale=1:22. 4 3 5.00 rT2- 5x16 2 5 3x6 ' 1 7 5.00 ri2- 6 2x4 11 10-", 74)-0 0-8-8 6-3-8 LOADING( SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.83 Vert(LL) -0.01 5-6 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.14 Vert(TL) 0.13 1 >207 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:38 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, 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 *Except* 2-7 2 X 6 SYP No.2 REACTIONS (Ib/size) 5=307/Mechanical,7=573/0-8-8 Max Horz7=408(load case 2 Max Upiift5---258(load case ),7=577(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--75,2-3--285,3-4--9,3-5--210 BOT CHORD 6-7=39,2-7=-514,5-66 WEBS 2-5=123 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.opsf;BCDL=5.Opsh,Category II;Exp C.enclosed;C-C interior zone;Lumber DOL=1.33 plate grip IOL=1.33. 2 This truss Is not desigred to support a ceiling and Is not intended for use where aesthetics are a consideration. 3 Refer to girder(sj for truss to truss connections. 4 Bearing at oint(s)7 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 Ib uplift at joint 5 and 577 Ib 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 Uniform Loads( tf) Vert:1- --90.0,3-4=-90.0,5-6=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- —172.1,2-3=78.4,34=172.1,5-6=-10.0 Horz:1-2=182.1,2-3=-88.4,34=-182.1 Job rum Truss Type y LATIN AMERICA INV. 0037 3A82 J2A ROOF TRUSS 2 1 reeosoa cuss Miami, s r oW',-6u— Wed Nov age -1-5-0 0-8-8 2-3-12 2x411 1-5-0 0-8-8 1-7-4 3 Scale=1:10. 5.00 FfT 7x6 I I 042 1 9 8 65 5.00 FT2- 2x4 11 0-8-8 2-3-12 0-8-8 11 1-7-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TC I,L �0 0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.00 7 >999 360 M1120 249/190 TCL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) 0.17 1 >165 180 BCLL 0.0 10.0 Cie ew Inc/ANYES WB 0.00 Horz(TL) -0.00 5 n/a n/a BC (Matrix) Weight:14 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 "Except' JOINTS 1 Brace at Jt(s):8 2-9 2 X 6 SYP No.2 REACTIONS (Ib/size) 5=5Max Horz 9=2313/(Mechanical,9=309/0-8-8 case 2) Max Uplift5=-51(load case 1 Max Grav5=73(load case 2),9 = Ioad case 1)) FORCES (lb)-First Load Case Only TOP CHORD 1-2=79,2-3=7,3-4=9,3-6=42 BOT CHORD 7-8--39,8-9=0.248--272.6-7=47.5-6--22 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer to girders)for truss to truss connections. 4;Pr�oovide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 Ib uplift at joint 5 and 533 Ib uplift at 5 qelnt 9. 6; is truss design conforms with Florida Building Code 2001,based on parameters Indicated. Design assumes 42(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:11090.0,14-90.0,15-7=20.0 2)CrC Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(glfl Vert 1- -172.1.2-3=29.8,3-4--172.1.5-7=10.0 Hort:1-2=182.1,2-3=29.8,3-4=182.1,3-6=-14.9 3)1st unbalanced Regular Lumber increase=1.33,Plate Increase=1.33 Uniform Loads( ff) Vert:1- —90.0,3-4-90.0,5-7=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- =30.0,34-30.0,15-7=20.0 Job nI86 Truss Type LATIN ERICAN INV. 0009 3A82 CJ7A ROOF TRUSS 1 1 Job Referenceo nal -BiffTcuss Miami, . s r e n u es,Inc. vVea Nov ge -1-7;14 -1-6-6 0-9-3 , 4-0-0 7-6-5 0-1-8 1-6-6 0-9-3 3-2-13 3-6-5 2x4 II Scale=1:22. 4 5 4.62 rT2 3x4 3 ' 5x8- 2 6 3x6 1 9 ' 7 3x4 4.62 rTT 8 2x4 11 -1-5-9 0-9-3 , 440-0 7-6-5 1-5-9 0-9-3 3-2-13 3-6-5 Plate LOADING( SPACING240 0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.52 Vert(LL) 0.01 7 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.46 VerWM) 0.06 1 >448 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 6 n1a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:49 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-8 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 *Except* 2-9 2 X 6 SYP No.2 REACTIONS Ib/size) 6=3821Mechanical,9=449/0-9-3 Max Horz9=361(load case 2) Max Upll t(3=298(load case 2),9=-SWload case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--75,2-3--276.3-4--61,4-5--14 BOT CHORD 8-9=44,2-9=422,7-8--129,6-7=261 WEBS 3-7=102,3-6--235,2-7=357,4-6--229 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=S.Opsf;BCDL=S.Opst Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 This truss Is not designed to support a ceiling and Is not intended for use where aesthetics are a consideration. 3 Refer to girders)for truss to truss connections. 4 Bearing atfoint(s)9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity o bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 298 Ib uplift at joint 6 and 505 Ib uplift at oint 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 Uniform Loads(p1F) Vert 1-040.0 Trapezoidal Loads(pif) Vert 2=0.044-5=152.1,8=0.0-to-6=33.8 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-2--1(qlf) 72.1 Horz:1-2=182.1 Trapezoidal Loads(ppIf) Vert 2=13.0-to-4=134.5,4=228.7-to-5=234.8,8=0.0-to-6=16.9 Horz:2=13.0-to-4=-150.7,4=244.9-to-5=251.8 Job rues Truss Type LAI IN AMftKICAN INV. 0068 3A82 S5 ROOF TRUSS 1 1 Job Referenceo onat Best i cuss am, . s r e n u es,Inc. Wed Nov 12 UVA727 ZOU3 Page -1-5-0 0-8-8 , 6-9-5 1-5-0 0-8-8 6-0-13 3x4 I I Scale=1:22. 4 3 5.00 rT£ , , 5x16 2LO 5 3x6 1 7 , 5.00 r'f2- 6 2x4 I I , 0-8-8 , 6-9-5 , 0-8-8 6-0-13 LOADING( SPACING 2-0-0 CSI DEFL in (loc) Vdetl L/d PLATES GRIP TCLL JUX Plates Increase 1.33 TC 0.83 Vert(LL) -0.01 55-66 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.15 Vert0.13 1 >204 180 BCDL 10.0 Co0.0 de FStrew BC2001/ANSI95 WIncr YES aft) Weight Horz(TL) -0.00 5 Na Na Weight:37 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, 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 *Except* 2-7 2 X 6 SYP No.2 REACTIONS (IWsize) 5=293/Mechanical,7=563/0-8-8 Max Horz 7- load case 2) Max Uplift5=-24 (load case 2),7=-574(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=75,2-3--267,3-4--9,3-5=-206 BOT CHORD 6-7=42,2-7=503,6-6=50 WEBS 2-5=124 NOTES 1)Wind:ASCE 7-98;146mph;h=1gtt;TCDL=5.0psf•,BCDL=5.0psh,Category 11;Exp C;enclosed;C-C Interiorzone;Lumber DOL=1.33 plate grip DOL=1.33. 2))This truss Is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 3)Refer to girders)for buss to truss connections. 4 Bearing at oint(s)7 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 247 Ib uplift at joint 5 and 574 Ib uplift at oint 7. , 6) is truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular:Lumber p Increase=1.33,Plate Increase=1.33 Uniform Loads 3- Vert 1-3--90.0,3-4=-90.0,5-6--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1- -172.1,2-3-78.7,34-172.1.5-6-10.0 Horz:1-2=182.1,2-3--88.7,3-4=-182.1 Job nrss Truss Type . 0069 3A82 S6 ROOF TRUSS 1 1 Job Reference o nal cuss ami, s r n u es, nc. Nov Page -1-5-0 0-8-8 4-9-5 2x411 1-5-0 0-8-8 4-0-13 3 Scale=1:14.1 5.00 FT£ 6x10 2 7 5 3x6 5.00(T7 0-8-8 4-9-5 0-8-8 6 4-0-13 mate - LOADING(psf) 7 SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.83 Vert(LL) -0.00 >0 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.14 1 >185 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20011ANSI95 (Matrix) Weight:27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 2-7 2 X 6 SYP No.2 REACTIONS (Ib/size) 5=159/Mechanical,7=476/0-8-8 Mize) 7=327(load case 2 Max Uplift5=-126(load case%,7=561(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--76,2-3--133,3-4--9,3-5--151 BOT CHORD 6-7=62,2-7=-421.5-6--93 WEBS 2-5=133 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=S.OpsF,BCDL=5.0psf•,Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss is ot;esigned to support a ceiling and Is not intended for use where aesthetics are a consideration. 3 Refer to irde s for as to truss connections. 4 Bearing at oint(s)7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity o bearing surface. 5j Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 Ib uplift at joint 5 and 561 Ib uplift at 6)qoint 7. is 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 Uniform Loads(plf) Vert:1- ----90.0,34=90.0,5-6=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert 1- --172.1,2-3=79.4,3-4=172.1,5-6=10.0 Horz:1-2=182.1,2-3=-89.4,3-4=-182.1 Job Truss hissType P . ' 0070 3A82 S7 ROOF TRUSS 1 1 Job Reference o ona cussMiami, . s r e r u es, nc. Wed Nov12a e g -1-5-0 0-8-8 2-9-5 2x41,1 r 1-5-0 0-8-8 2-0-13 3 Scale=1:10. 5.00 Fly 7x6 I I 2 , 1 7 5 2x4 I I 5.00(l'£ 0-8-8 2-9-5 0-8-8 2X4 n 2-0-13 LOADING( 2 SPACING 2-0-0 CSI DEFL in (IOC) Udell Ud PLATES GRIP TCLL 3300 b0 Plates Increase 1.33 TC 0.90 Vert(LL) -0.00 6A >899 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.19 1 >146 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC20011ANS195 (Matrix) Weight:16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 `Except 2-7 2 X 6 SYP No.2 REACTIONS (ib/size) 5=31/Mechanical,7=44610-8-8 tNax Horz 7=2 load case 2) Max Uplifts=31(ioad case 1),7=-650(load case 2) Max Grav5=93(load case 2),7=446(load case 1) FORCES (lb)-First Load Case Only TOPCHORD 1-2--79,2-3=48,3-4--9,"--16 BOT CHORD 6-7=78,2-7=-371,5-6SI NOTES 1)Wind:ASCE 7-98;146mph;h-19ft;TCDL=6.Opst BCDL=5.Opsf•,Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 Via grip DOL=1.33. 2 This truss is not designed to support a ceiling and Is not intended for use where aesthetics are a consideration. 33 Refer to girder(s)for truss to truss connections. 4 Bearing at loint(s)7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity Rearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 Ib uplift at joint 5 and 650 Ib uplift at oint 7. 6) is 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 Uniform Loads(plf) Vert 1-3-90.0,34-90.0,15-6-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads�plf) Vert:1- =. 72.1,2-3=79.4,3-4=172.1,5-6=10.0 Horz:1-2=182.1,2-3=89.4,3-4-182.1 Job ruse Truss Type yLAI IN AMEKICAN INV. • '• 0032 3A82 J ROOFTRUSS 1 1 Job Reference 0oral rues Miami, s r i e n u es,inc. 3 Nov age -1-5-0 0-9-5 1-5-0 0-9-5 Scale=1:5. 2 5.00 FIT 1 0-9-5 4x5= 0-9-5 — � Plate LOADING SPACING 2-0-0 CSI DEFL in (loo) Wall Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.59 Vert(LL) -0.01 d >778 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.08 1 >287 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:5 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ib/size) 3=319/Mechanical,2-529/0-8-8 Max Horz2=120(load case 2) Max Upiift3=319(load case 1),2=985(toad case 2) Max Grav3=645(bad case 2),2--529(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3--278 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 ib uplift at joint 3 and 985 Ib uplift at oint 2. 4) is truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular.Lumber p Increase=1.33;4'late Increase=1.33 Uniform Loads 3- Vert:1- -9 90.0,2-4=-20.0 2)�ormnd:Lumber u b r Increase=1.33,Plate Increase=1.33 Vert:1-�V72.1,2-3=79.4,2-4=-10.0 Hort 1-2=182.1,2-3=-89.4 * Job Truss Truss Type yLAI IN AMhK[L;AN INV. 0073 3A82 SG1 ROOF TRUSS 1 2 Job Referenceo onal Best cuss Miami. . s e n u es,Inc. woo Nov age 0-8-8 31-11-0 Tl:" 3-10-4 7-0-0 11-46 1 15-8-13 20-1-3 24-6-9 29-0-0 1-44 3-1-12 3-1-12 4-4-6 44-6 44-6 45-6 45-6 1-0-01- =1:57. 0-8-8 5x8- 5.00 FTT 3x4- 2x4 I I 7x12— 354 4 5 6 7 3x10 o� 4x12 5x16 3 8 5x16- 2 9 1 16 15 14 13 10 7x10 M1118H- 3x6- 3x8- 1 Ox14 M1118H- 17 12 4x7 5x6� 21 18 11 2x4 I I 5.00 FT£ 3.54 X12 3x4 11 OL" 3-10-4 7-3-0 1 11-4-6 1 15-8-13 1 19-11-15 207,0-3 24-6-9 29-0-0 30-0-0 0-8-8 3-1-12 3-412 41-6 446 43-3 0-0-4 46-6 45-6 1-0-0 PlateUMts(7,Yr. - LOADING SPACING 2-0-0 CSI DEFL In (toc) Vdeft Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.80 Vert(LL) 0.8714-15 >394 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 1.00 Vert(TL) -1.14 14-15 >298 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.55 20 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:361 ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-6-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-10-8 oc bracing. 2-18 2 X 4 SYP No.3,13-16 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 *Except* 9-12 2 X 4 SYP No.2,2-19 2 X 6 SYP No.2,9-20 2 X 6 SYP No.2 9-20 2 X 6 SYP No.2 REACTIONS (Ib/size) 19=3417/04)-8,20=3262114)-O Max Horz 19=105(1oad case 2 Max Uplift19=2343(load case ),20-2331(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=74,2-3=-6062,3-4=12296,4-5=-15394,5-6=-16429,6-7=16429,7-8=14902,8-9=-8741,9-10=78 BOT CHORD 18-195,2-19=-3245,17-18=23,16-17=5894,15-16=11803,14-15=15393,13-14=14406,12-13=8704,12-21=990, 11-21=945,11-20=285,9-20--3369 WEBS 3-17=2665,3-16--5897,4-16=2849,4-15=3794,5-15=1067,5-14=1095,6-14=-879,7-14=2138,7-13=2949, 8-13--6950,8-12--2291,2-17=5455,9-12=7372 NOTES 1)2-ply truss to be connected together with 10d Common(.148"xW)Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-8-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2 Unbalanced roof live toads have been considered for this design. 3 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.0psf;BCDL=5.Opsf•,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 I= grip DOL=1.33. 4 This truss Is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5 Provide adequate drainage to prevent water ponding. 6 All plates are M1120 plates unless otherwise Indicated. 7 Bearing at joird(s)19,20 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2343 Ib uplift at joint 19 and 2331 Ib uplift at joint 20. 9)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. 10)Special hangels)or other connection devices)shall be provided sufficient to support concentrated load(s)705.81b down and 445.21b up at 3-0 and 382.01b down and 24'I.Olb up at 20-0-3 on bottom chord. The designtselection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( Ifl Vert:190.0,47=188.9,7-10=90.0,16-18=20.0,13-16=-42.0,11-21=20.0 Concentrated Loads(Ib) Vert-16=705.813=382.0 Trapezoidal Loads(calf) Vert:13=13$1.9-to-21=20.0 Continued on page 2 Job ' Truss Truss Type yLATIN AMERICAN INV. , 0073 3A82 SG1 ROOF TRUSS 1 2 e nalreu Novageruns Miami. s e LOAD CASES) 2)C-C Wind:LLumber Increase=1.33,Plate Increase=1.33 Uniform Loads Verb 1-072.1,2-4=71.1,4-7=141.8,7-9=71.1,9-10=172.1,16-18=10.0,13-16=3.9,11-21=10.0 Hoe:1-2=182.1,24=81.1,7-9=81.1,9-10=182.1 Drag:4-6=-0.2,6-7=0.1 Concentrated Loads(lb) Verb 16=445.213=241.0 Trapezoidal Loads(plfl Vert:13=55.5-�o-21=10.0 Horz:13--90.9-W-21=0.0 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:190.0,4-7=188.9,7-10=30.0,16-18=20.0,13-16=-42.0,11-21=20.0 Concentrated Loads(Ib) Vert:16=705.813=382.0 Trapezoidal LoadsI Vert:13=1 1,f to-21=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:130.0,4-7=188.9,7-10=90.0,16-18--20.0,13-16=-42.0,11-21=20.0 Concentrated Loads(Ib) Vert:16=705.813=382.0 Trapezoidal Loads(plf) Vert 13=131.9-to-21=20.0 * Job , rUBS Truss Type LAI IN AMhPJCAN INV. 0055 3A82 S1 ROOF TRUSS 1 1 Job Refereosnal Best Truss Miami, s r e e WeCl NOV age 0-8-8 ;1-5-(a 46-2 1 8-3-11 9-0-0 141-10 1 19-3-4 30-4- 25-0-10 30-0-4 U 3-9-10 3-9-10 0-8-5 5-1-10 5-1-10 1-1-4 48-2 411-10 Scale=1:57. 0-8-8 4x9= 3x4 3x4 2x4 11 4x9= 3.54 L12 5.00 Ff2- 4 5 6 7 8 3x4 3x6 Cn 3 9 5x12,:,- 4x7 10 2 1716 15 14 13 1 7x6= 3x8= 7x6= `�? 18 3x4= 3x4= 12 ' 4454; d 19 5.00 Fff 3.54 L12 2x4 11 2x4 I Q-8-r8 4-6-2 8-3-11 9-0-A 141-10 19-3-4 25-0-10 30-0-4 04-8 3-9-10 3-9-10 0-8-5 5-1-10 5-1-10 1-1-4 4-8-2 411-10 Plate - LOADING SPACING 2-0.0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.85 Ve LL 0.7714-15 >453 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vertrt�T -1.02 1415 >341 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Hon(TL) 0.62 11 n/a Na BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:160 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-9-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing. 13-17 2 X 4 SYP SS WEBS 2 X 4 SYP No.3 *Except* 9-13 2 X 4 SYP No.2,10-12 2 X 4 SYP No.2,2-20 2 X 6 SYP N0.2 REACTIONS (Ib/size) 11=1588/Mechanical,20=1814/0-8-8 Max Horz20=19 load case 2 Max Uplift11=91 (load case ),20=1333(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--76,2-3=.M,34=-%W,44=-4992,"--5800,6-7=-58M.7-8=-5627,8-9=-6445,9-10=-4201,10-11=1566 BOT CHORD 19-20=105,2-20=-1700,18-19=175,17-18=3227,16-17=5014,15-16=4796,1415=5502,13-14 028,12-13=4143, 11-12=188 WEBS 3-18--1267,3-17=2125,4-17=1056,4-16--783,5-16--Al,5-15--1075,6-15=-430,7-15--319.7-14--1074,8-14--1106 ,8-13--1025,9-13--2152,9-12=1202,10-12=3795,2-18--3127 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opst,,BCDL=5.OpsF,Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 platruss grip DOL=1.33. 3 This ss Is not designed to support a ceiling and Is not Intended for use where aesthetics are a consideration. 4�Provide adequate drainage to prevent water ponding. 5 Refer to girder(s)for truss to truss connections. 6 Bearing at loInt(s)20 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 912 ib uplift at joint 11 and 1333 Ib uplift at joint 20. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD q CASES) 1)RUniform Lumbe �crease=1.33,Plate Increase=1.33 Vert:1 90.0,&7-90.0,7-10=90.0,17-19--20.0,13-17=20.0.11-13--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads�pifl Vert:1- -172.1,2-5=71.1,5-7=79.4,7-10=71.1,17-19=10.0,13-17=10.0,11-13=10.0 Horz:1-2=182.1,2-5=-81.1,7-10=81.1 Drag:5-6=-0.1,6-7=0.1 3)1st unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads�if) Vert:1 90.0,5-7=90.0,7-10=-30.0,17-19=20.0,13-17=20.0,11-13=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:130.0,5-7=30.0,7-10=90.0,17-19=20.0,13-17=20.0,11-13=20.0 II Job rtas Truss Type P 0074 3A82 SG2 ROOF TRUSS 1 Z Job Reference o oval cuss UU.,Miami,Pi. 5. 00 s Mar 25 2003 MI I ek Ind, es,me. Wed ov age 0-8-8 4-6-2 8-3-11 , 11-0-0 14-8-11 18-5-5 22-6-0 , 25-5-3 , 28-4-6 32-11-10 1-5-0 3-9-10 3-9-10 248-5 3-8-11 3-8-11 4-0-11 2-11-3 2-11-3 4-7-4 Scale:3/16"=1 0-8-8 5.00 rf2- 4x5= 3.54 Ll 2 3x4— 4x5— 3x4 6 7 8 3x4 3x4 4x5 zzz 3x4 5 9 4 10 3x6 5x16 3 11 4x7 2 12 . 1 18 17 16 15 7x6= 3x8= 4x9= 8x10= ' 19 14 3x4- 7x6 20 13 2x4 11 5.00 3.54 3x4 ]I 0-818 4-6-2 8-3-11 11-0-0 18-5-5 22-6-0 28-4-6 32-11-10 0-8-8 3-9-10 3-9-10 2-8-5 7-5-5 4-0-11 5-10-6 4-7-4 LOADING:M SPACING 2-0-0 CSI DEFL In (loc� Udefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.95 Ve LL 0.63 1�1 >608 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.98 Ve -0.8315-16 >462 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.49 13 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:389 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 6 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-20 2 X 4 SYP No.3,18-20 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 'Except' 12-13 2 X 6 SYP No.2,11-14 2 X 6 SYP No.2,12-14 2 X 4 SYP No.2 2-212 X 6 SYP No.2 REACTIONS (Ib/size) 13=3306/Mechanical,21=2219/0-8-8 Max Horz21=172(load case 2) Max Uplift13=19 (load case 2),21=1565(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--75,2-3=-4271,3-4--7710,4-5--7635,"--5755,6-7=-5393,7-8---6701,8-9=6945,9-10=11582,10-11=11661 .11-12=9123,12-13--3210 BOT CHORD 20-21=111,2-21=2093,19-20=-196,18-19=4198,17-18920,16-17243,15-16=10873,14-15=9058,13-14=481 WEBS 3-19=1682,3-18=3182,5-18=1498,5-17=1907,6-17=1869,7-17=1068,7-16=577.8-16=1582,9-16=4563, 9-15--2552,11-15--2422,11-14--1074,12-14--8197,2-19=4032 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3')Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 or- 2 Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98;146mph;h=1911;TCDL=5.0psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 4 This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5 Provide adequate drainage to prevent water ponding. 6 Refer to girders)for truss to truss connections. 7 Bearing at oint(s)21 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity o bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1972 ib uplift at joint 13 and 1565 Ib uplift at joint 21. 9)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. 10)Special hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)1808.01b down and 1140.51b up at 28-46 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(qif) Vert 1 8--90.0,6-8--90.0,8-12--90.0,18-20--20.0,15-18--20.0,13-15--20.0 Concentrated Loads(lb) Vert:14=1808.0 2)Uniform-CWind:Lumber increase=1.33,Plate Increase=1.33 Vert:1-2 7-172.1,2-6=71.1,6-8--79.4,8-12--71.1,18-20--10.0,16-18-10.0,13-15=1 0.0 Hort 1-2=182.1,2-6=-81.1,8-12=81.1 Drag:6-7=-0.1,7-8 .0 Continued on page 2 i Job rasa Truss Type ' 0074 3A82 SG2 ROOF TRUSS 1 2 Job Referenceo ona cuss Miami, s mar eIndustries, nc. Wed Nov age LOAD CASE(S) Concentrated Loads(lb Vert 14=1140 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads W) Vert:1 90.0,6-8=90.0,B-12---30.0,18-20-20.0,15-18--20.0,13-15--20.0 Concentrated Loads(lb) Vert 14=1808.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads CIO Vert 1 8--30.0,64=-30.0,8-12=90.0,18-20-20.0,15-18--20.0,13-15--20.0 Concentrated Loads(lb) Vert:14=1808.0 e � Job R1S8 n133 Type yN AMhKICAN INV. 0065 3A82 S2 ROOF TRUSS 1 1 Job Reference o oral cuss Miami, s r e n u es, nc. Nov Page 0-8-8 , 46-2 , 8-3-11 , 13-0-0 17-7-6 244-8 29-4-9 348-1 Scale 1:66. 1-5-0 3-9-10 3-9-10 4-8-5 47-6 6-9-2 5-0-1 5-3-9 = 0-8-8 5.00 FT2- 4x9= 5x6= 3.54112 6 7 3x6 3x6 17 4x7 4x5 3x8 5 8 9 4 3x6 6x10 3 10 6x10 2 11 Y 18 17 16 15 14 7x10= 3x4= 4x12= 7x10 M1118H= 13 19 3x4= 5x6 4x12 2012 5.00�- 3.54 X12 3x4 11 ' 2x4 I I 0-8-8 4-6-2 8-3-11 13-0-0 17-7-6 244-8 29-49 34&1 68-8 3-9-10 3-9-10 4-8-5 47-6 6-9-2 5-0-1 5-3-9 Plate se LOADING(psf) SPACING 2-0-0 CSI DEFL in Poc) Udefl Ud PLATES GRIP TCLL 30 0 Plates increase 1.33 TC 0.89 Vert(LL) 0.9414-16 >429 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -1.32 14-15 >307 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.81 12 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 2-1-0 oc purlins, except end verticals. BOT CHORD 2 X 4 X 6 SS*Except*9-112 X 6 SYP No.2 BO BS HORD Rigo ceellimg iirectly appliedor 3-1_93 bracing. 2-20 2 X 4 SYP No.3,18-20 2 X 4 SYP No.2 2 Rows at 1i/d3 pts 8-15 WEBS 2 X 4 SYP No.3 'Except* 10-14 2 X 4 SYP No.2,11-13 2 X 4 SYP No.2,2-19 2 X 4 SYP No.2 2-212 X 6 SYP No.2 REACTIONS (Ib/size) 12=1845/Mechanical,21=2069/0-8-8 Max Horz21=170(load case 2) Max Upltft12=1033(load ease 2),21=1449(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=75,2-3--3898.3-4=-6872,4-5=-68M,5-6=4327.6-7=-4398,748=411,8-9=-8517,9-10=-8612,10-11=5458, 11-12=1839 BOT CHORD 20-21=111,2-21=1946,19-20=190,18-19=3814,17-18 160,16-17=3964,15-16=3964,1415=8059,13-14=5384, 12-13=281 WEBS 3-19=1514,3-18=2761,5-18=1446,5-17=2380,6-17=922,6-15=556,7-1576,8-15=3793,8-14=1556, 10-14--3044,10-13--1390,11-13=4890,2-19=3681 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.Opsf Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4 Provide adequate drainage to prevent water ponding. 5 All plates are M1120 plates unless otherwise indicated. 6 Refer to girder(s)for truss to truss connections. 7 Bearing at joints)21 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify M, of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1033 Ib uplift at joint 12 and 1449 ib uplift at joint 21. 9)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 Uniform Loads(plf) Vert:1 —90.0,6-7=90.0,7-11=90.0,18-20=20.0,14-18--20.0,12-14--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Inerease=1.33 Uniform Loads(p Vert 1- =ifl 72.1,2-6=71.1,6-7=79.4,7-11=71.1,18-20=10.0,14-18--10.0,12-14--10.0 Horx 1-2-182.1,2-6=81.1,7-11=81.1 Drag:6-7=0.8 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(alf) Vert:1 90.0,6-7=30.0,7-11=30.0,18-20=20.0,14-18--20.0,12-14--20.0 Continued on page 2 Job TrussTRZFTRUSS Type P . ., 3A82 S2 1 1 Job Reference o ne 0065 cuss w.,hNami,Fl. 6.1DU—s-Wr-25-=, ek Industnes,Inc. Wed NovPage LOAD CASES) 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1 -30.0,6-7=90.0,7-11=90.0,18-20=20.0,14-18=-20.0,12-14=20.0 r Job Truss Truss Type V. 0066 3A82 S3 ROOF TRUSS 1 1 Job Referenceo oral Best I cuss Miami, s r e nus es, nc. Wed Nov e 0-8-8 -1-4 4 4-6-2 8-3-11 15-0-0 16-9-7 21-7-0 26-4-8 31-49 36-8-1 1-4-4 3-9-10 3-9-10 6-8-5 1-9-7 4.9-8 4.9-8 5-0-1 5-3-8 Scale=1:71. 0-8-8 7x6- 5.00 72- 6x12 - 3.54112 45 6 7 4x7 2x4 11 4x9 8 5x8 4x12 4 5 9 10 4x5 C6 C65x0-- 3 11 6x10 zz 2 12 1 18 17 16 15 6x12- 9 7x10 M1118H- 3x6— 14 7x6 6x10- 5x16 zz- , 20 13 2x4 11 5.00 FfT 3.54 L12 3x4 11 0-8-8 4-6-2 8-3-11 15-0-0 16-9-7 26-48 31-4-9 36-8-1 0-8-8 3-9-10 3-9-10 6-8-5 1-9-7 9-7-1 5-0-1 5-3-8 Plate - e LOADING( SPACING2-0 0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.93 Vert(LL) 0.93 15-16 >461 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -1.40 15-16 >306 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.84 13 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrbc) Weight:231 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathedor2-0-1 oc purlins, except end verticals. BOT CHORD 2 20 2 X 4 SYP No.3,p18-20 2 X 4 SYP No.2 WEBS RigHO11 Row atid igmidpitecUy appll 8-16 d or 12-14 bracing, WEBS 2 X 4 SYP No.3 'Except* 2 Rows at 1/3 pts 5-17 8-15 2 X 4 SYP No.2,11-15 2 X 4 SYP No.2,12-14 2 X 4 SYP No.2 2-19 2 X 4 SYP No.2,2-21 2 X 6 SYP No.2 REACTIONS (ib/size) 13=1955/Mechanical,21=2175/0-8-8 Max 1.1=21=17 load case 2) Max Uplift13=10 load case 2),21=1491(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--74,2-3=-4326,3-4--7666,4-5--75M,&6--4268,6-7=3979,748--4175.8-9=9135,9-1O=9164,10-11=9203, 11-12--5827,12-13=1945 BOT CHORD 20-21=57,2-21=2052,19-20=31,18-19=4204,17-18869,16-17=3916,15-16=5715,14.15=5746,13-14=295 WEBS 3-19=1523,3-18=3139,5-18=1685,5-17=3068,6-17=791,6-16=176,7-16=1077,8-16=2069,8-15=3616, 10-15=286,11-16=3252,11-14--1475,12-14=6228,2-19=3889 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.0psf;Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4 Provide adequate drainage to prevent water ponding. 5 All sates are M1120 plates unless otherwise indicated. 6 Refer to girders)for truss to truss connections. Bearing atoint(s)21 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify capacity o bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1084 Ib uplift at joint 13 and 1491 Ib uplift at joint 21. 9)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)RegularLumber Increase=1.33,Plate Increase=1.33 Uniform Loads(ptf) Vert:1 —90.0,6-7=90.0,7-12--90.0,18-20=20.0,15-18--20.0,13-16=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2--172.1,2-6=71.1,6-7=79.4,7-12=71.1,18-20=10.0,15-18=10.0,13-15=-10.0 Horz 1-2=182.1,2-6=81.1,7-12=81.1 Drag:6-7=-0.3 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:It-190.0,6-7=90.0,7-12=30.0,18-20=20.0,15-18--20.0,13-15--20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsplf) Vert:1 30.0,6-7=-30.0,7-12=90.0,18-20=20.0,15-18=20.0,13-15=20.0 a , Job Truss Truss Type LATIN AMhKIUAN INV. 0015 3A82 GR2 ROOF TRUSS 1 1 Job Reference o na cuss Miami, s r e u es, nc. Wed Nov :a age 1-4-0 ;1-5-p , 4-9-10 6-1-1p 11-43 16-6-13 22-6-0 28-5-3 33-7-3 38-8-1 1-5-0 3-5-10 1-4-0 5-2-10 5-2-10 5-11-3 5-11-3 5-2-0 5-0-14 Scale=1:73. 1-40 7x6 zz� 3.54112 7 3x4 4x5 4x9 zz- 5.00 FfT 2x4 11 6 8 5x8- 5x12- 9 4x5 10 a• 3 4 5 5x16 M , 2 11 6x10; ccc3� rn 12 23 22 21 20 19 18 17 16 15 3x6- 7x10- 3x6- 3x8- 4x7- 3x6- 9x12 M1118H= 14 ' 2x4 ll 2x4 11 5x6— 7x10; ' 13 3.54112 2x4 I I 49-10 1741 4-6-0 0-1-1p 11-4-3 16-6-13 1 22-6-0 1 28-5-3 33-7-3 38-8-1 1-4-0 3-2-0 'i-4-0 5-2-10 5-2-10 5-11-3 5-11-3 5-2-0 5-0-14 0-3-10 Plate LOADING( SPACING 2-0.0 CSI DEFL In (loc� Udefi L/d PLATES GRIP TCLL Vert(LL)increase 1.33 TC 0.88 Ve LL 0.71 1 >571 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.99 Vet(TL) -1.06 15 >380 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.47 13 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:219 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed ogr 2-4-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 **Except 2 X 6 SYP No.2 VEBS HORD Rig at midpt applied 5-19,8-18 or oc ung 15-17 2 X 4 SYP SS 2 RIC at 1/3 pts 10-16 WEBS 2 X 4 SYP No.3 *Except* 12-13 2 X 6 SYP No.2,3-22 2 X 4 SYP No.2,12-14 2 X 4 SYP No.2 REACTIONS (I lze) 13=1791/Mechanical,22=2616/0-7-4 I�ax Horz22-41 load case 2 Max Upll t13=93 load case 1),22-2171(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3=412,3-4=2564,4-5=2564,5-6=-2997,6-7=2730,7-8=2678,8-9--4619,9-10=-4619,10-11=-8395, 11-12---5016,12-13=1742 BOT CHORD 2-23=357,22-23=345,21-22=572,20-21=560,19-20=560,18-19=2767,17-18-4431,16-17=4431,15-16=7912, 14-15=5016,13-14=-0 WEBS 3-234,3-22=2274,4-22=246,5-22=3629,5-217,5-19=2232,6-19=221,6-18=275,7-18=1305,8-18=2147, 8-16--1066,10-16--3610,10-15--1627,11-15=3241,11-14=1421,12-14=4813 NOTES 1 i Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph•h=1 9k-TCDL=5.Opsf,BCDL=5.Opsf;Category 11;Exp C;encbsed;C-C interior zone;cantilever left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4All plates are M1120 plates unless otherwise Indicated. Refer to girdeqs)for truss to truss connections. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 939 lb uplift at joint 13 and 2171 Ib uplift at joint 22. 7 This truss desi n conforms with Florida BuildingCode 2001,based on parameters indicated. 8 Special hange s)or other connection devicesshalt be provided sufficient to support concentrated load(s)12.21b down and 7.71b up at 1-4-0 on ttom chord. The design/selection of such special connection device(s)Is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert:1- --90.0,3-4=98.0,4-5=90.0,5 7=90.0,7-12=90.0,2-23=20.0,22-23=21.8,15 22=20.0,13-15=20.0 Concentrated Loads(Ib) Vert:23=12.2 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-A- 72.1,2-3-71-1,3-4=84.4,4-5=79.4,5-7=71.1,7-12=71.1,2-23=81.2,22-23-82.3,15-22=10.0,13-15=10.0 Horz:1-2=182.1,24=81.1,5-7=81.1,7-12-81.1 Drag:3-4--0.2,4-5=0.4 Concentrated Loads(lb) Vert:23=7.7 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 a Job russ Truss Type y . 0015 3A82 GR2 ROOF TRUSS 1 1 Jorence(optional) Best cuss m, . s r 0 . v ge LOAD CASE(S) Uniform Loads(plf) Vert 1- --90.0,3-4=-98.0,4-5=90.0,5-7=90.0,7-12=30.0,2-23--20.0,22-23=21.8,15-22=20.0,13-15=-20.0 Concentrated Loads(lb) Vert:23=12.22 4)2nd unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert 1-33----30.0,3-4--38.0,4-5=-30.0.6-7-30.0,7-12--90.0,2-23--20.0,22-23--21.8,15-22--20.0,13-15--20.0 Concentrated Loads(lb) Vert:23=12.2 II o Truss rues ype 0077 3A82 oty TIN AMEMCAN INV. T2 ROOF TRUSS 1 1 Job Referenceo ona Best cuss m ia , s r e n u es, na ov e ;1-5-p 3-4-0 ¢9-19 8-1-10 , 12-9-3 17-4-12 , 21-8-15 , 26-1-1 30-5-3 , 341-0 , 38-0-4 1-5-0 3-40 1-5-10 3-4-0 4-7-9 4-7-9 4-42 4-4-2 4-4-2 3-7-12 3-11-4 Scale=1:72. 5x6; 3.54 L12 7 3x4 2x4 li 3x6 8 6x10 co 5.00 FT2- 5x8= 5x12= 6 9 2x4 11 3 4 5 10 4x9 `r 11 3x4 II �1 2 12 , 3x6= 21 202219 18 1716 15 14 2x4 li 3x4= 3x6= 3x4= 6x12= 7x10= 3x8= 13 3x6= 3.54112 5x6 4-9-10 I3-4-0 4-6-P, 8-1-10 17-412 23-11-0 30-5-3 38-0-4 � 34-0 1-2-0 3-4-0 9-3-3 6-6-4 6-64 7-7-1 0-3-10 e LOADING( SPACING 2-0-0 CSI DEFL In floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.5214 1 >766 360 M1120 249!190 TCDL 15.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.79 14-15 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.37 13 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:200 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-1-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD PJ id ceilingg directly applied or 4-2-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-13 REACTIONS (Ibtsize) 13=1765/Mechanical,20=244310-7-4 Max Horz20=27(load case 2) Max Uplift13=912(load case 2),20=2183(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=35,2-3=740,3-4--974,4-5=974,5-6=-2723,6-7=2725,7-8=-2633,8-9=-4141,9-10=-6409,10-11=-6426, 11-12=273,12-13=270 BOT CHORD 2-21=-613,21-22--618,20-22--618,19-20=2480,18-19=2480,17-18=2743,16-17=3406,15-16=3406,14-15=4557, 13-14=3716 WEBS 3-21=50,3-20=-528,4-20=298,5-20--3835,5-18--340,6-18--M,6-17=376,7-17=1330,8-17=1313,8-15--1108, 9-15=1071,9-14--1896,10-14--320,11-14r-2682,11-13-4139 NOTES 1 Unbalanced roof live loads have been considered for this design. 23 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.OpsF,BCDL=5.Opsf•,Category It:Exp C;enclosed;C-C interior zone;cantilever left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girders))for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 912 Ib uplift at joint 13 and 2183 Ib uplift at joint 20. 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 Uniform Loadsplf) Vert:1--90.0,3-5--90.0,6-7-90.0.7-12--90.0,14-22=20.0,13-14--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsplf) Vert:1- -172.1,2-3=71.1,3-5=79.4,5-7=71.1,7-12=71.1,2-22=92.1,20-22=82.1,14-20=10.0,13-14=10.0 Horz:1-2=182.1,2-3=-81.1,5-7=81.1,7-12=81.1 Drag:3-4=0.4,4-5=0.2 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p Vert:1-3--90.0,3-5=90.0,5-7=90.0,7-12=30.0,14-22=20.0,13-14=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform LoadsIf) Vert:1- -30.0,3-5=-30.0,5-7=30.0,7-12=90.0,14-22=20.0,13-14=20.0 t 1 4 Job Truss Truss Type yi W AMhKjCAN NV. 3A82 GR1 ROOF TRUSS 1 1 Job Reference o onet 0014 UM I cuss Miami, . s r e nus es,Inc. Wed M, age ;1-5-9 3-10-144-,9-10 8-8-7 , 13-2-0 , 17-7-10 , 22-7-14 1 27-8-2 31-0-14 , 345-10 , 38-1-13 1-5-0 3-10-14 3-10-13 45-9 4-5-9 5-0-4 5-0-4 3-4-12 3-412 3-8-4 0-10-12 Scale=1:74. 5x6� 3.54 7 3x8- 3x4-- 3x4; 5x6= 5.00 Ff2- 5x6= 6 8 5x8= 10 3x6 5x6= zzz- 9 11 2x4 11 14 3 4 5 12 Ch M1 2 3x6= ' 21 20 19 18 17 16 15 14 13 7x6= 4x12= 3x6= 6x10= 3x4- 2x4 11 4x9= 3x4= 4x7= 46-0 4-9;10 8-8-7 , 17-7-10 22-7-14 27-8-2 31-0-14 , 38-1-13 4-6-0 0-3-10 8-11-2 5-0-4 5-0-4 3-4-12 7-0-15 3-10-13 Plate LOADING( SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.80 ValLL 0.33 17 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.99 VeITMI -0-5518-20 >720 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-5-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 4-20 2 X 4 SYP No.2 REACTIONS (Ib/size) 21=2544/0-7-4,13=1769/0-2-12 MMaaxx Horz21=2 load case 2) Max Uplift21=2198(load case 2),13=930(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=17,2-3=833,3-4=1028,4-5=-2366,5-6=2683,6-7=2541,7-8=-2568,8-9=-3620,9-10=2780,10-11-2780, 11-12=0,12-13=152 BOT CHORD 2-21=753,20-21=1028,19-20=2641,18-19=2641,17-18=3473,16-17=4757,15-16=4757,14-15=4757,13-14=2045 WEBS 3-21=-629,4-21=1893,4-20=3785,5-20=1414,6-20=210,6-18=369,7-18=1282,8-18=1362,8-17=762, 9-17=1447,9-15=84.9-14--2635,10-14--1259,11-14--767,11-13--2564 NOTES 1 Unbalanced roof live loads have been considered for this design. 21 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.0psf,Category 11;Exp C,enclosed;C-C interior zone;cantilever left exposed;Lumber DOL=1.33 plate grip 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)13. 5 Provide mechanical connection(by others;of truss to bearing plate capable of withstanding 2128 Ib uplift at joint 21 and 930 Ib uplift at joint 13. 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 Uniform Loads 3-� Vert 1-3--90.0,3-5=-90.0,&7=90.0,7-9-90.0,9-10=90.0,10-12=90.0,2-13--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- -(72.1,2-3=71.1,3-5=79.4,5-7=71.1,7-9=71.1,9-10=71.1,10-12--71.1,2-21=81.9,13-21=10.0 Horz:1-2=182.1,2-3=-81.1.5-7=-81.1,7-9=81.1,0-10=-81.1,10-12=81.1 Drag:3-4--0.6,4-5=0.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsplf) Vert:1 90.0,3-5=90.0,5-7=90.0,7-9=30.0,9-10=30.0,10-12=30.0,2-13=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- ----30.0,3-5=-30.0,5-7=30.0,7-9=90.0,9-10=--90.0,10-12=90.0,2-13=20.0 ' toss Truss Type lyLATIN r 0080 3A82 T4 ROOF TRUSS 1 1 Job Reference-BiffTo nal ruse Miami, s r c e n u es, nc. VVISO NOV age 4-9-10 5-,10-14 10-8-7 14-7-0 , 18-5-9 , 23-0-13 , 27-8-2 31-0-14 36-9-5 1-5-0 4-9-10 1-1-4 4-9-10 3-10-9 3-10-9 4-7-5 4-7-5 3-4-12 5-8-7 Scale=1:71. 5x6; 3.54112 7 5x6= 3x4� 3x4 5.00 FT£ 5x6= 5x6= 6 8 5x8= 10 2x4 11 g 4x5 4 5 11 in 3 LO 1 3x6= 19 18 17 16 15 14 13 12 7x6= 3x6- 5x8- 3x6= 3x4= 5x8= 2x4 11 4x9= 4-6-0 4-x;10 10-8-7 18-5-9 27-8-2 31-0-14 36-9-5 46-0 0-3-10 5-10-13 7-9-1 9-2-10 3-4-12 5-8-7 PlateOffsets LOADING(tj SPACING 24).0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.78 Vert(LL) 0.23 16 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.48 14-16 >791 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simpii8ed) Weight:2051b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( ax Hort 19=2471/0-7-4,12--1691/0-10-4 80 Max Upll t19=1607(load case 2),12=925(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=17,2-3-947,3-4--934,4-5=-2487,5-6=-2778,6-7=2293,7-8=-2235,8-9=3499,9-10=1913,10-11=1913,11-12=1635 BOT CHORD 2-19=860,18-19=10,17-18=2420,16-17=2420,15-16=2769,14-15=2769,13-14=3356,12-13=0 WEBS 3-19=299,4-19=-2234,4-18=2881,5-18=1458,6-18=214,6-16=-443,7-16=1132,8.16=-892,8-14=827,9-14=-456,9-13=2090,10-13 78,11-13=2020 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.W,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4;Provide mechanical connection(by others)ofrutr ss to bearing plate capable of withstanding 1607 Ib uplift at joint 19 and 925 Ib uplift at nt 12. 5)Thilstruss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:190.0,45=90.0,5-7=90.0,7-9=90.0,9-10=90.0,10-11=90.0,2-12=20.0 2)C-C Wind:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1- -172.1,2-4=71.1,4-5--79.4,5-7=71.1,7-9=71.1,9-10=71.1,10-11=71.1,2-12=10.0 Hort:1-2=182.1,2-4=-81.1,5-7=-81.1,7-9=81.1,9-10=-81.1,10-11=81.1 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:190.0,4-5=90.0,5-7=90.0,7-9=-30.0,9-10=30.0,10-11=30.0,2-12=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate increase=1.33 Uniform LoadsIf) Vert:1130.0,4-5=30.0,5-7=30.0,7-9=90.0,9-10=90.0,10-11=90.0,2-12=20.0 Job Truss rues ype TRUS0071 QtY FIN AMI--KICAN INV 3A82 SS ROOF S 1 1 Job Reference o nal cuss am, s r e n u es, nc. ov age 28-9-6 -5-Q 4-9-10 7-10-14 , 12-8-7 15-11-15 , 19-3-8 23-3-2 27-2-1327,-$-2 ,31-0-14 349-5 1-5-0 49-10 3-1-4 49-10 3-3-8 3-3-8 3-11-11 3-11-11 0-5-5 2-3-8 3-8-7 Scale=1:69. 1-1-4 44 z 3.54112 3x4 7 3x8 2x4 II 2x4 I i6x10- 4x7- 4x5- 6 8 4x5- 12 5,00 F1'£ 9 11 3x4 z::73x6� 4 5 13 3 r>1 2 3x4— 8 17 26 25 24 23 22 21 20 19 16 15 14 3x8 ii 3x6- 3x4— 3x8- 4x5- 2x4 I I 3x8- 2x4 11 3x8- 3x4- 6x12- 9x12 M1118H= 44 7-10-14 N-6-14 4-6-0 4:R-41 0 12-8-7 19-3-8 23-3-2 27-2-13 X8-9-¢ 34-9-5 46-0 0-3-10 49-10 6-7-1 3-11-11 3-11-11 1-6-9 2-3-8 3-8-7 3-1-4 I-late LOADING( SPACING 2-0-0 CSI DEFLin (loc Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.69 Vert(LL) 0.18 2 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert -0.2922-23 >999 180 MII18H 195/188 BCLL 0.0 Rep Stress incr YES WB 0.77 Horz(n) 0.10 14 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-41 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/slze) 14--1577/0-10-4,26--2365/0-7-4 Max Horz26=376(load case 2) Max Upliftl - load case 2),26=2038(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=17,2-3=947,3-4=932,45=2270,5-6=2518,6-7=1936,7-8=-1885,8-9=3087,9-10=3087,10-11=2381, 11-12--2381,12-13--1071,13-14--1641 BOT CHORD 2-26=-860,25-26--860,2425=814,23-24=814,22-23=2083,21-22=2127,20-21=2127,19-20=0,18-19=38, 9-18--199,17-18--2978,16-17=21,11-17=153,15-16=0,1415 WEBS 3-26=2285,3-25=2081,4-25=1096,423=1825,5-23=1330,6-23=420,6-22=515,7-22-951,8-22--529,8-20=479 ,18-20=2198,8-18=1221,10-18=82,10-17=1696,15-17=1133,12-17=2551,12-15=1500,13-15=1489 NOTES 1 Unbalanced roof live loads have been considered for this design. 2;Wind:ASCE 7-98;146mph;h=19ft,TCDL=5.Opsf;BCDL=5.OpsF,Category II;Exp C;enclosed;C-C Interior zone;cantilever left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 All plates are M1120 plates unless otherwise Indicated. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 836 Ib uplift at joint 14 and 2038 Ib uplift at joint 26. 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 Uniform Loads Vert:1490.0,4-5-90.0,6-7=90.0,7-10=90.0,10-12=90.0,12-13=90.0,2-19=20.0,17-18=20.0,1416=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 2-1 Vert 1- -172.1,2-4-71.1,4-5-79.4,5-7=71.1,7-10=71.1,10-12=71.1,12-13- 71.1,2-26=86.7,19-26=10.0,17-18=10.0, 1416=10.0 Hors:1-2=182.1,2-4=-81.1,5-7=-81.1.7-10=81.1,10-12--81.1,12-13=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1490.0,4-5-90.0,5-7=90.0,7-10=30.0,10-12=30.0,12-13=30.0,2-19=20.0,17-18--20.0,14-16--20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:10.0,45=30.0,5-7=30.0,7-10=90.0,10-12=90.0,12-13=90.0,2-19=20.0,17-18=20.0,14-16=-20.0 Job russ Truss Type yLATIN AMERICAN INV. 0075 3A82 SG3 ROOFTRUSS 1 2 Jobneo l Best I cuss Miami, . s u a Wed Mv age 29-10-12 33-8-0 ;1-5-9 49-10 8-10-11 11-3-8, 13-8-5, 16-8-5 19-8-6 , 22-10-15 , 26-1-8 ?7-8-� 31-0-14 1-5-0 4-9-10 4-1-1 2-413 2-413 3-0-1 3-0-1 3-2-9 3-2- 1-6-11 92-2-9 2-2-9 1-2-2 2-7-2 Scale=1:67. 7x6 // 3.5411 4x9 8 6x10 zz� 2X4 II 2x4 I I 8x10 II 4x5= 5x6= 7x6= 7 9 7x6= 13 7x6 5.00 rTT 4 5 6 10 11 12 14 6x10 3 CO 1 2 3x4= 9 27 26 25 24 23 22 21 20 17 16 15 4x12 11 7x12- 10x14 M1118H= 8x10= 8x10= 2x4 11 10x14 M1118H= 3x4 11 9x10 M1118H= 10x10= W 11 7x10= 33-8-0 4-6-0 #108-10-11 1 13-5-5 , 16-8-5 , 19-8-6 122-10-151 26-1-8 , 29-10-1231-0-14 4-6-0 0-3-10 4-1-1 4-9-10 3-0-1 3-0-1 3-2-9 3-2-9 3-9-4 1-2-2 2-7-2 Plate LOADING(pSf) SPACING 2-0 0 CSI DEFL in (toc) Udefl Ud PLATES GRIP TCLL 3300 b0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.55 23 >628 360 MIIO 249/10 TCDL 15.0 Lumber Increase 1.33 BC 1.00 Vert(TL) -0.68 23 >502 180 M1118H 195/188 BCLL 0.0 BCDL 10.0 Code FBC21ncr NO 001/ANSI95 (Simplified)fiHorz(TL) 0.29 15 Na Na Weight:554 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 pp TOP CHORD Sheathed or 2-3-13 oc purlins, except end verticals. BOT CHORD 10 0 2 X 4 SYP No.3,t 12-17 2 X 4 SYP No.3 WE�� I Row�tim directly appliedpt 16 1-13 oc bracing. WEBS 2 X 4 SYP No.3 *Except* id 3-27 2 X 4 SYP No.2,3-26 2 X 4 SYP SS,5-26 2 X 4 SYP No.2 5-25 2 X 4 SYP No.2,8-22 2 X 4 SYP No.2,19-21 2 X 4 SYP SS 11-18 2 X 4 SYP No.2,13-18 2 X 4 SYP SS,13-16 2 X 4 SYP No.2 14-15 2 X 6 SYP No.2,14-16 2 X 4 SYP No.2 REACTIONS (lb/slze) 15--10173/0-10-4,27=13702/0-8-1 Max Horz27=437(load case 2) Max Uplift15=-58 5(load case 2),27=-8678(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=21,2-3=979,3-4--12163,4-5--11388,5-6--18856,6-7=17290,748--1380l,8-9=13485,9-10=17888, 10-11=17888,11-12-8881,12-13-8881,13-14=-4709,14-15=9641 BOT CHORD 2-27=-895,26-27=-895,25-26=15163,24-25=18973,23-24=18973,22-23=15972,21-22=13744,20-21=0,19-20=926 ,10-19=215,18-19=16102,17-18=256,12-18--153,16-17=0,15-16=0 WEBS 3-27=11581,3-26=13561,4-26=4375,5-26=7464,5-25=7302,6-25=3080,6-23=-4870,7-23258,7-22--6146, 8-22=8841,9-22=1631,9-21=2505,19-21=14456,9-19=5969,11-19=2137,11-18--12238,16-18=6289, 13-18--15973,13-16--11778,14-16=9368 NOTES 1)Top c chords cotruss to onnected ams follows: X 4 1 row at 0-9-0 occ,2 X 8 Nails2rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-6-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof lire loads have been considered for this design. 3 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf•,BCDL=5.0psf:Category 11;Exp C;enclosed;C-C Interior zone;cantilever left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4 Provide adequate drainage to prevent water ponding. 5 All plates are MII20 plates unless otherwise Indicated. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5875 Ib uplift at joint 15 and 8678 Ib uplift at joint 27. 8;This truss design conforms with Florida Building Code 2001,based on parameters indicated. Girder carries tie-in span(s):38-6-0 at 4-9-10 to 1741-0 at 33-5-0 LOAD CASE(S) 1)Regular.Lumber increase=1.33,Plate Increase=1.33 Uniform Loads Vert:10990.0,4-6=90.0,"--90.0.8-11=90.0,11-13--90.0,13-14--90.0,2-27=20.0 Trapezoidal Loadspifl Vert:27=1 7 1-to-20=583.5,19=-583.5-to-18=-502.2,17=502.2-to-15=-434.2 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 o rasa Truss ypePly . 0075 3A82 SG3 ROOF TRUSS 1 2 Job Reference o oral cuss Miami, . s r e n u as no. wea NOV age LOAD CASE(S) Uniform Loads(plf7 Vert 1-2--172.1,2-4=71.1,4-6=79.4,6-8=71.1,8-11=71.1,11-13=71.1,13-14=71.1,2-27=88.3 Horz:1-2=182.1,2-4=-81.1,648=-81.1,8-11=81.1,11-13=-81.1,13-14=81.1 Drag:4-5=-0.2,5-6 .2 Trapezoidal Loads(alts Vert:27=56 . to-20=319.8,19=319.8-to-18=272.3,17=272.3-to-15=232.5 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert 190.0,4-6=90.0,648=-90.0,8-11=30.0,11-13=30.0,13-14=30.0,2-27=20.0 Trapezoidal Loads Vert 27=1007(pif) 1-to-20=583.5,19=583.5-to-18=502.2,17=502.2-to-15=-434.2 4)2nd unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert 130.0,4-6=-30.0,6-8=-30.0,8-11=90.0,11-13=90.0,13-14=90.0,2-27=20.0 Trapezoidal Loads(plf) Vert 27=100007.1-to-20=583.5,19=,583.6-to-18--502.2,17=-502.2-to-15=-434.2 Job Trim Type ply LK: N 0013 3M22 FGR1 ROOF TRUSS 1 2 Job Reference o tions es cuss Miami, s r e n u es, nc. ov go 4x9- 1 1 3x6— 2-4-4 3-13-8 2-4-4 04-3 Scale=1:14.1 4 5 2x4 I I 3x8 5.00 FTT 6 2x4 11 2-44 3-1-8 2-4-4 0-9-3 LOADING M SPACING 2-0-0 CSI DEFL in (loc) I/defl Idd PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.08 Vert(LL) -0.00 $ 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.17 Ve -0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simprdied) Weight:58 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-8 oc puriins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 "Except* 1-6 2 X 6 SYP No.2,3-4 2 X 6 SYP No.2 REACTIONS (Ib/size) 6=1325/Mechanical,4=1808/Mechanical Max Horz6=751 bad case 2 Max Uprdt6=7 load case 2).4=1387(bad case 2) FORCES (lb)-First Load Can Only TOPCHORD 1-6=-495.1-2=473.2-3-473.3-4--1597 BOT CHORD 5-6=0,4-5=0 WEBS 1-5=619,2-6--9W,3-5=1642 NOTES 1)2-ply truss to be connected together wkh 10d Common(.148"kn Nalls as follows Top chords connected as follows:2 X 4-1 row at 0.6-0 oc,2 X 8-2 rows at 0-9-0 oc. Bottom chords connected as folbws 2 X 6-2 rows at 0-8-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Wind:ASCE 7-98;146mph;h=1911;TCDI.--5.Opsf;BCDL=5.Opsf;Category 11;Exp C;encbsed;C-C interior zone;Lumber DOL=1.33 e p DOL=1.33. 3 vide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 733 Ib uplift at joint 6 and 1387 Ib uplift at joint 4. conforms with Florida Bulkli 73 Special hangeThis truss ir s)or other connection de ivbe(s)�Ilebe�providded ssufficid on parameters nt to siupport concentrated load(s)810.01b down and 571.91b up at 2-4-4 on top chord. The design/selecWn of such special connection device(s)Is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-0-90.0,90.0,4-6=782.0 Concentrated Loads(Ib) Vert:2--810.00 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- --87.7,4-6=493.4 Horz:4-6=-676.5 Concentrated Loads(ib) Vert:2=571.9 • 0 , nrS3 rUSBType . 3A82 CJ4 ROOF TRUSS 2 1 0007 Job Reference(optionao cussbest I am, s r e u es,Inc. Nov age -"-2 0 -2-0-1 4-2-3 0-1-15 2-0-1 4-2-3 2x4 11 Scale=,x.1:10. 3 3.54 FT2- 2 6 1 5 3x4- 2x4 I i -1-11-0 4-2-3 1-11-0 4-2-3 LOADING( s� SPACING 2-0 0 CSI DEFL in (to!) Wall Ud PLATES GRIP TCLL0. Plates Increase 1.33 TC 0.48 Ve LL n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 VefTL; 0.10 1 >280 180 BCLL 0.0Rep Stress Incr NO WB 0.02 Horz(TI.) 0.00 rUa n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:23 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2--330/0-11-5,5--92/MechanIcal (MNax Horz2=168(load case 2 Max Uplift2--541(load case 2),5=48(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-6--36.2-6--36,2-3=.44,34--7 BOT CHORD 2-5=0 WEBS 3-5=-65 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsh,BCDL=5.OpsF,Category 11;Exp C;paf ily;C-C interiorzwre;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 33 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 541 ib uplift at joint 2 and 48 Ib uplift at Dint 5. 4) is truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular orm LLoad�� cease=1.33,Mate Increase=1.33 Vert 1 90.0 Trapezoidal Loads(plf) Vert:6=0.0-to4 -94.1,2=1.8-to-5=-20.9 2)CU--COorm o� increase=1.33,Plate Increase=1.33 Vert 172.1 Horz:1-6=-182.1 Trapezoidal Loads 90) Vert:6=51. -to-2=61.7,2=-0.4-to-3=107.5,3=169.5-to-4=177.6,2-0.9-to-5=-10.5 Horz:6=51.7-to-2=-62.5,2=-0.5-to-3=117.2,3=179.3-to 4=188.1 Joe cuss Truss Type INV. ' ooa2 3A82 J3B ROOF TRUSS 14 1 Job Reference on 4 Best cuss Miami, s r i e n u es, nc. ov ge -1-5-0 3-M 1-5-0 3-0-0 Ile=1:8. 5.00 FfT 2 01 1 4 3x4— 3-M 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (1,!) Well Ud PLATES GRIP TCLL 30 b Plates Increase 1.33 TC 0.50 Verga-L) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.11 1 >195 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hw4n) -0.00 3 n/a n/a BCDL. 10.0 Code FBC2001/ANSI95 (Matrix) Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 340-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=61/Mechank:W,2-382/0-8-0,4=26/Mechanical Max Horz2=2 bad case 2) Max UpliR3=-77 oai case 2),2=-507(bad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3=-84 BOT CHORD 2-4--0 NOTES 1 Wind:ASCE 7-98;146mph;h=19(t;TCDL=5.0psf,,BCLL=5.opsf;Category II;Exp C;partially;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 Ib uplift at joint 3 and 507 Ib uplift at Pint 2 4)This truss design conforms with Florida BuBdkrg Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular. LLumber increa�1.33,Plate Increase=1.33 Vert:1-3--9oads(PIQ 0.0,2-4=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1-9- 72.1,2-3=110.0,24=-10.0 Hort 1-2=182.1,2-3=120.0 Job russ TR:FTRUSS Type Ply . ' 0026 3A82 HG3 1 1 Job Reference o nal Best I cuss lam. . s ar e n u es, no. WeCI NOV ge -1-5-a 3-0-0 , 8-2-0 13-40 1 18-4-9 23-3-7 28-4W , 31-40 32-9-Q 1-5-0 3-0-0 5-2-0 5-2-0 5-0-9 410-13 5-0-9 3-0-0 1-5-0 Scale=1:58. 5.00 FT£ 4x9= 2x4 11 3x6= 6x14— 2x4 II 3x6= 3x8= 4x5= 3 4 5 6 7 8 9 10 11 ' CID 1 2 12i 3x4= 20 19 18 17 16 15 14 13 3x4= 2x4 II 5x16= 3x4= 4x12= 2x4 11 3x4= 3x8 11 3x4— 3-0-0 8-2-0 13-4-0 13-4-6 18-4-9 23-3-7 28-4-0 31-4-0 3-0-0 5-2-0 5-2-0 0-0-6 5-0-3 410-13 5-0-9 3-0-0 Plate LOADING( SPACING 2-0 0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.89 Vert(LL) 0.28 1dd >769 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.61 Ve -0.25 14 >851 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:146 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceilingg directly applied or 4-0-7 oc bracing. WEBS 2 X 4 SYP No.3 'Except" WEBS 1 Row at midpt 6-19,6-16 3-19 2 X 4 SYP No.2,6-16 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=810/0-3-0,17=2402/0-7-4,11=1178/0-7-4 Max Up11112--885(load case 2),17=2241(losd case 2),11=1247(lood case 2) Max Grav2=813(load case 3),17=2402(load case 1),11=1180(lood case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2--18,2-3--1113,3-4--754,"--754,"--754,6-7=1633,748r-1533,8-9-1533.9-10=1644,10-11-1818, 11-12=18 BOT CHORD 2-20=992,19-20=1009,18-19=1857,17-18=1857,16-17=1857,15-16=2663,14-15=2663,13-14=2663, 11-13=1597 WEBS 3-20=173,3-19=265,4-19=-551,6-19=2715,6-17=2280,6-16=3532,7-16-532,9-16=1180,9-14=116,9-13=1064 ,10-13=478 NOTES 1 Unbalanced roof live toads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf•,BCDL=5.Opsf,,Category 11;Exp C;partlally;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 885 Ib uplift at joint 2,2241 Ib uplift at joint 17 and 1247 Ib uplift at joint 11. 5)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. 6 Girder carries hip end with 3.0-0 end setback 7 Specialhangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)82.51b down and 86.9lb up at 28-4-0,and 82.51b down and 86.91b up at 3-0-0 on bottom chord. The design/selection of such special connection device(s) Is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- -90.0,3-10=106.9,10-12=90.0,2-20=20.0,13-20=23.7,11-13=20.0 Concentrated Loads(lb) Vert:20=-82.513-82.5 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads r- 72.1,2-3--101.7,3-10=134.5, plf) Vert:1-2--172.1,2-3=101.7,3-10=134.5,10-11=101.7,11-12--172.1,2-20=10.0,13-20=11.9,11-13=10.0 Horz:1-2-182.1,2-3-111.7,10-11=111.7,11-12--182.1 Drag:3-4=-0.2,9-10=0.2 Concentrated Loads(lb) Vert:20=86.913=86.9 3)1st unbalanced Regular.Lumber increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert:1-3--90.0,3-10=106.9,10-12=-30.0,2-20=20.0,13-20=23.7,11-13=20.0 Continued on page 2 0 1 Hiss Truss Type Qtyy ' 0026 3A82 HG3 ROOFTRUSS 1 1 Job-BdffTReference o nal cuss m, s jar e u es, nc. Wea NovPage LOAD CASE(S) Concentrated Loads(lb) Vert:20=82.613-82.5 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 3-) Vert 1- --30.0,3-10=--106.9,10-12-90.0,2-20-20.0,13-2 23.7,11-13=20.0 Concentrated Loads(Ib) Vert 20=-82.513=-82.5 ' JobTruss Truss Type yLATIN AMhKIUAN INV. 0087 3A82 V10 ROOF TRUSS 1 1 Job Refererrcx3 0 one cuss am, . s r e n u es, nc. ov . . ge 4-9-10 12-0-0 4-9-10 7-2-6 Scale=1:20.1 3x4— 2x4 i I 3x4 I i 5.00FTT 2 3 4 Ll L-1 04 M 7B1 3x4 2x4 I I 3x4- 2x4 I I 12-M 12-0-0 Plate offsets(xy): 12:13-2-0,13-13-131 LOADING( SPACING 2-0-0 CSI DEFL In (loc) Vdefl L/d PLATES GRIP TCLL Plates Increase 1.33 TC 0.64 Vert(LL) Na - Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 V ) Na - Na 999 BCLL 0.0 Rep Stress incr YES WB 0.13 Horz(TL) 0.00 5 Na Na BCDL 10.0 Code FBC20011ANS195 (Matrix) Weight:39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, 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/size) 1=277/12-0-0,5--311/12-0-0,7=637/12-0-0 Max Horz 1=1 load case 1 Max Uplift1.13 (load case ),5=-202(load case 2),7=-437(load case 2) Max Grav1=277(load case 1),5=314(load case 4),7=637(load case 1) FORCES (lb)-First Load Case Only TOPCHORD 1-2--243,2-3--158,3-4--158,4-5--254 BOT CHORD 1-7=0,6-7=0,5-6=158 WEBS 3-7=496 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1911:TCDL=5.Opst,BCDL=5.Opsfi Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 1,202 Ib uplift at joint 5 and 437 Ib 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 Uniform LoadsIf) Vert:1- —90.0,2-4=-90.0,1-5=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate increase=1.33 Uniform Loads(A Vert:1-22=73.7,2-4=73.7,1-5=-10.0 Horz:1-2--83.7 3)let unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads If) Vert:1- -L 90.0.2-4--90.0,1-5--20.0 4)2ndrm laann Regular Lumber Increase=1.33,Plate Increase=1.33 Un Vert:1- =-30.0,2-4=90.0,1-5=-20.0 e Job ruse Truss Type LA I IN AMhKICAN INV. 0093 3A82 V7 ROOFTRUSS 1 1 Job Referenceona Best i cuss am, s r e n u o es, nc. Wed Nov ge 4-9-10 8-0-0 4-9-10 3-2-6 Scale=1:13. 3x4- 2x4 I I 3 4 2x4 I I 5.00 FTT 2 ET 1 2x4!:- 2x4 II 2x4 II 8-0-0 8-0-0 a e LOADING(psf) SPACING 2-0 0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.25 Vergl-L) Na - Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(7L) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 Na Na BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, 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 REACTIONSI(b/size) 1=12818-0-0,5--168/8-0-0.6=489/8-0-0 (Max Horz 1=1 load case 2) Max Uplift1=39(oad case 2),5=102(load case 2),6=334(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--73,2-3=-83,3-4--0,4-5--137 BOT CHORD 1-6--0,5-6--0 WEBS 2-6=-399 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.OpsF,BCDL=5.OpsF,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4 Gable requires continuous bottom chord bearing. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 1,102 ib uplift at Joint 5 and 334 Ib uplift at Joint 6. 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 Uniform Loads(aif) Vert:1- --90.0,3-4=90.0,1-5=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-076.7,34=76.7,1-5--10.0 Horz:1-3--86.7 3)1st unbalanced Regular Lumber increase=1.33,Plate Increase=1.33 Uniform Loads Vert:IV-9-90.0,3-4--90.0,1-5--20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p►f) Vert:1-33-----30.0,3-4=-90.0,1-5=20.0 i • Jotr ruse Truss Type IV. ' 3A82 HH1 ROOF TRUSS 1 1 Job Reference o nal 0027 ksest I ruse w.,Miami,Fl. 6. 00S Industries,Inc. wea Mv age -1-5-0 5-0-0 9-4-3 13-8-5 18-4-0 1-5-0 5-0-0 443 44-3 4-7-11 Scale=1:34. 4x5- 3x4-3x4- 3x4- 2x4 11 5.00 FIT 3 4 5 6 7 , 2 1 3x4- 11 109 3x4- 3x4- 3x4— 3x4- 5-0-0 11-6-4 18-4-0 5-0-0 6-6-4 6-9-12 LOADING( SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.75 Ve0.12 1b0 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.51 V@rt(LL) -0.14 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) -0.05 8 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight 86 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size) 8=984/0-7-4,2=1143/0-7-4 Max Horz2=331(load case 2) Max Upll t8=906(load case ),2=-1149(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--18,2-3--1644,3-4--1497,4-5--1689,5-6--1689,6-7--0,748--202 BOT CHORD 2-11=1477,10-11=1865,9-10=1391,8-9=1391 WEBS 3-11=316,4-11=-421,4-10=256,6-10=435,648--1564 NOTES 1)pWind:eASCE 7-98;146mph;h=19ft;TCDL=r5.Oopsf,ponding. Category 11;Exp C;partlalty;C-C Interior zone;Lumber DOL=1.33 3;PProvided mechanical connectioe to n(by ottherevent errs)of Puss to bearing plate capable of withstanding 906 Ib uplift at Joint 8 and 1149 Ib 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 Uniform Loads 3-� Vert:1- --90.0,3-7=90.0,241;--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 1 Vert:1- -172.1,2-3=101.7,3-7=110.0,24-10.0 Horz:1-2=182.1,2-3=111.7 Drag:3-4=-0.2 o ruse TnmType LATIN 0028 3.W HH2 ROOFTRUSS 1 1 Job Referencenal cuss CO.,Ivilarm,R. ir zb ZUU3 MI I ek Indusines,Inc. Wed NOV age -15-0 1 3-7-5 7-0-0 1248-0 18-4-0 1-5-0 3-7-5 3-4-11 5-8-0 5-8-0 Scale=1:34. 4x5 - 3x8- 2x4 I 4 5 6 5.00 Fly 2x4 3 2 1 3x4— 10 9 8 3x8- 3x4= 3x4- 2x4 ii 740-0 12-8-0 18-4-0 74)-0 5-8-0 5-8-0 LOADING(o SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL Plates Increase 1.33 TC 0.81 Vert(LL) 0.09 160 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.42 VertrM) -0.10 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 HoaM) -0.04 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7--984/0-7-4,Z-114310-7-4 Maxx Horz2-42 load case 2 Max Upllft7=91 load case ),2=1124(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--18,2-3--1666,3-4--1417.4-5--1314,6-6=0,6-7-248 BOT CHORD 2-10=1475,9-10=1195,8-9=1195,7-8--1195 WEBS 3-10=-182,4-10=130,5-10=137,5-8=110,6-7=1375 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.OpsF,Category II;Exp C;partially;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Provide adequate drainage to prevent water ponding 3;Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 915 Ib uplift at joint 7 and 1124 Ib uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular Uniform Loads umberV-190.0.4-6-90.0,2-7=20.0 lncrease=1.33,Plate Increase=1.33 Vert:1 4--90.0,4-6=90.0,2-7=20.0 2)C-C Wind:Lumber Increase=1.33,Plate increase=1.33 Uniform Loads Vert: (plf)1- -172.1,2-4--101.7,4-6--110.0,2-7=10.0 Horz:1-2=182.1,2-4=-111.7 Drag:4-5=-0.1 l Job Truss TR:FTRUSS ype Ply LATIN AIVIF-KICAN INV.HH3 1 1 0029 Job Reference o onal cuss Miami, . s ar e n u es, nc. wea INOV age -1-5-0 4-7-5 9-0-0 13-5-11 18-2-14 1-5-0 4-7-5 4-4-11 4-5-11 4-9-3 Scale=1:34. 4x5— 3x4- 2x4 11 4 5 6 5.00 F12 2x4 3 2 �1EI 3x4- 9 8 3x8- 3x4- 3x4- 9-0-0 18-2-14 940-0 9-2-14 LOADING( SPACING 2 0 0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.66 Vert(LL) 0.07 99 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.20 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Hom(TL) -0.03 7 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.5-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=979/0-74,2=1138/0-74 Max Horz2--517 load case 2 Max Uplift7=9 (load case%,2=1091(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=18,2-3--1578,3-4--1179,4-5--1089,5-6=0,6-7=208 BOT CHORD 2-9=1412,8-9=791,7-8--791 WEBS 3-9-354,4-9=46,5-9=404,5-7=1044 NOTES 1)Wind:ggASCE 7-98;146mph;h=19ft;TCDL=S.Opsf,BCDL=S.Opsf•,Category II;Exp C;parfially;C-C interior mne;Lumber DOL=1.33 rip DOL=1.33. 2 Protvide adequate drainage to prevent water ponding. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 922 Ib uplift at joint 7 and 1091 Ib 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 Uniform Loads( If) Vert:190.0,4-6=-90.0,2-7=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase--1.33 Uniform LoadsA- 72.1,2-4--101.7,4-6--110.0,2-7=10.0 f) Vert:1- -172.1,2-4=101.7,4-6=110.0,2-7=10.0 Horz 1-2=182.1,24=-111.7 Drag:4-5=-0.2 r Y Job ruse Truss Type y 0030 3A82 HH4 ROOFTRUSS 1 1 Job Reference o nal cuss am, . s e nus es, nc. a ov age -1-5-0 5-7-5 11-0-0 18-8-0 1-5-0 5-7-5 5-4-11 7-8-0 Scale=1:35. 4x7- 5.00 FIT 2x4 I I 5 6 5x8 34 2 c1 x - 10 9 8 7 2x4 I I 3x4-3x4- 3x6- 5-7-5 11-0-0 18-8-0 5-7-5 5-4-11 748-0 Plate LOADING(M SPACING 2-0.0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 3300 b0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.06 1b0 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.44 Vert(7L) -0.11 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight 97 lb LUMBER BRACING Sheathed pt BOT CHORD 2 X 4 SYP No.2 BOT CHORD Ri id ceellirro�ggrdirectly applied or 6-1-3 ac ung Is. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 5-7 5-7 2 X 4 SYP No.2 REACTIONS (lb/size) 7=1000/Mechanical,2=1163/0-8-0 Max Horz2- load case 2 Max Upiift7=-65 (load case 2),2--828(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--18,2-3--1632,3-4--986,4-6--985,5-6--0,6-7-338 BOT CHORD 2-10=1469,9-10=1469,8-9=921,7-8--921 WEBS 3-10=108,3-9-616,5-9=387,5-7=1093 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=6.Opsh,BCDL=5.Ops,,Category 11;Exp C;enciosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Provide adequate drainage to prevent water ponding. 3 Refer to girders)for truss to truss connections. 4 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 657 Ib uplift at Joint 7 and 828 Ib uplift at oint 2. 5) 1s truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD �Regular 1)Regulrt►Load e-6--90.0,5-6--90.0,2-7-20.0Increase=1.33,Plate Increase=1.33 Vert:1 2)�ormnd:Lumber Increase=1.33,Plate Increase=1.33 Vert:1- -172.1,2-5=71.1,5-6=79.4,2-7=1 0.0 Hort:1-2=-182.1,2-5=-81.1 Drag:5-6=-0.1 Y Job ruse Tniss Type yLAI IN AMEMUM INV. 0072 3A82 S9 ROOF TRUSS 1 1 Job Reference sr enuo o cuss Miami, . es, nc . Nov ge 1-1-5-0+ 5-11-0 12-0-0 13-O-Q 184-0 20-8-0 1-5-0 5-11-0 6-1-0 1-0-0 5-4-0 2-4-0 Scale=1:40. 4x5- 5x6- 5.00 FfT 3x4 5 6 4 2x4 I I 7 5x6 3 2 �1 g g 9x12 M1118H= 3x6- 3x4- 12 11 3x8- 3x6- 2x4 I i 5-11-0 12-0-0 a3-0-Q 20-8-0 5-11-0 6-1-0 1-0-0 7-8-0 LOADING( SPACING 2-0.0 CSI DEFL in (loc I/defl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.62 Vert(LL) 0.08 122 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.44 Vert -0.1411-12 >999 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(n) 0.04 8 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:129 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/slze) 2=1273/048-0,8=1110/Mechanicai Max Horz2- load case 2) 2-- Max UpIN18 load case 2).8=-695(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3--1857,3-4--1494,4-5--1203,5-6-1114.6-7=0,748--98 BOT CHORD 2-12--1674,11-12=0,10-11=59,4-10=661,9-10=1392,8-9=443 WEBS 3-12=215,10-12=1706,3-10=304,4-9=914,5-9=176,6-9=900,6-8=-1037 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19f1;TCDL=5.0psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 All plates are M1120 plates unless otherwise indicated. 5 Refer to girders)for truss to truss connections. 6 Provide mechaniical connection(by others)of truss to bearing plate capable of withstanding 894 lb uplift at joint 2 and 695 Ib uplift at int 8. 7)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD gg CASE(S) 1)Regula LoadsLumber Increase=1.33,Plate Increase=1.33 Vert:1290.0,5-6-90.0,6-7=90.0.2-11=20.0,8-10-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p1-� VerL•1- 72.1,2-5=71.1,5-6=79.4,6-7=71.1,2-11=10.0,8-10=10.0 Hort 1-2=182.1,2-5=81.1,6-7=81.1 3)1 st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:12---990.0,5-6--90.0,6-7=30.0,2-11=20.0,8-10=20.0 4)2nd unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( (f) Vert:1- 30.0,5-6=-90.0,6-7=90.0,2-11=20.0,8-10=20.0 * Job, Truss TrussType PlyLATIN AMERICAN INV. 0056 3A82 S10 ROOFTRUSS 1 1 Job Reference o nal cuss Miami, . s r e n u es, nc. Ov age -1-5-0, 6-1-5 12-0-0 15-0-0 ,16-4-0, 22-8-0 1-5-0 6-1-5 5-10-11 3-0-0 14-0 6-4-0 Scale:1/4"=1 5.005x6= r12- 4x5= 6 7 2x4 I I 3x4,�-- 5 3x4 4 8 3x4 co3 CP C62 1 6x14= 10 9 d' = 3x4= 13 12 3x8 2x4 3x6= 2x4 ii 6-1-5 12-M 16-40 22-8-0 6-1-5 5-10-11 44-0 6-4-0 Plate LOADING( SPACING 2-0-0 CSI DEFL in (loc Well Idd PLATES GRIP TCLL Plates Increase 1.33 TC 0.85 Vert(LL) 0.10 1 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.1612-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horr.(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3.8-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1383/048-0,9=1220/Mechanical Max Horz2= load case 2 Max Uplift2= load case ),9=713(load case 2) FORCES Ib)-First Load Case Only TOPCHORD 1-2=18,2-3=2094,3-4=-1763,"--1763,5.6=-1764,6-7=1008,7-8=-1090,8-9=1157 BOT CHORD 2-13--1890,12-13=0,11-12--57,&11=-403,10-11=1102,9-10=0 WEBS 3-13=214,11-13=1918,3-11=274,6-11=1053,6-10=-444,7-10=82,8-10=1106 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsh,BCDL=5.0psh,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 965 Ib uplift at joint 2 and 713 Ib uplift at oint 9. 6) 1s 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 Uniform Loads(pif) Vert:1 =90.0,6-7=90.0,748--90.0,2-12--20.0.9-11-20.0 2)U rf Winrm d:Lu er Increase=1.33,Plate Increase=1.33 pl Vert:1- - 72.1,2-6=71.1,6-7=79.4,7-8--71.1,2-12--10.0,9-11=10.0 Hort 1-2=182.1,2-6=-81.1,7-8=81.1 3)1st unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert 1 90.0,6-7=90.0,7-8=-30.0,2-12=20.0,9-11=20.0 4)2nd ounbalanced llaanncc ed Regular.Lumber Increase=1.33,Plate Increase=1.33 Vert 1 30.0,6-7=90.0,748--90.0,2-12--20.0,9-11=20.0 Job rues russ Type yLA j jN AWKICAN INV. 0057 3A82 S11 ROOF TRUSS 1 1 Job Reference o nal Best Irugs am, s r e n u es, nc. NOV Page -1-5-0, 6-1-5 12-0-0 15-8-0 19-1-10 23-M 24-8-0, 1-5-0 6-1-5 5-10-11 3-8-0 3-5-10 3-10-6 148-0 Scale:1/4"=1 4x5- 5.00 F12- 3x4- 6 2x4 11 2x4 4x12- 9x12 M1118H= I I � 3x4 5 8 9 4 3x4 3 2 cC0bT1 6x14— 13 c5` 3x6= 16 15 3x4= 11 10 3x8— 2x4 I I 3x6- 2x4 I I 6-1-5 12-0-0 19-1-10 23-0-0 24-8-0 6-1-5 5-10-11 7-1-10 3-10-6 1-8-0 Plate Offsets LOADING(psf) SPACING 2-0.0 CSI DEFL in (locUdefl Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.67 VertLL0.14 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.22 13-14 >999 180 MII18H 195/188 BCLL 0.0 Rep Stress incr YES WB 0.87 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid cellang directly applied or 5-2-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 9-10 REACTIONS Ib/size) 10=1330/Mechanical,2=149310-&o Horz2=5 load case 2) Max Uplift10=-8 (load case 2),2=1008(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=2349,3-4=2094,4-5=-2094,5-6=2094,6-7=1400,7-8=-400,8-9=400,9-10=1317 BOT CHORD 2-16=2120,15-16--0,14-15=57,5-14=-430,13-14=1277,12-13=1296,11-12=14,8-12=242,10-11 WEBS 3-16=254,14-16--2152,3-14=196,6-14=1188,6-13=31,7-13=87,7-12=1313,10-12=0,9-12=1317 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 pWind gASCE 7-98;146mph;h=19ft;TCDL=5.OpsF,BCDL=5.Opsf;Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 3 Provide adequate drainage to prevent water ponding. 4 All plates are M1120 plates unless otherwise Indicated. 5 Refer to girder(si for truss to truss connections. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 826 Ib uplift at joint 10 and 1008 Ib uplift at joint 2. 7)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 Uniform Loads(pif) Vert:1 90.0,6-7=90.0,7-9=90.0,2-15=20.0,12-14=20.0,10-11=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plfi-11 Vert:1-2272.1,2-6=71.1,6-7=71.1,7-9=79.4,2-15=10.0,12-14=10.0,10-11=10.0 Horz:1-2=182.1,2-6=-81.1,6-7=81.1 Drag:7-8=0.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6--90.0,6-7=30.0,7-9--30.0,2-16--20.0,12-14--20.0,10-11=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1 8--30.0,6-7=90.0,7-9=90.0,2-15=20.0,12-14=20.0,10-11=20.0 Job Trim Truss Type Qty . 0058 3A82 S12 ROOF TRUSS 1 1 Job Rereco ,nl mat I .n v erasa Miami, s r ,-1-5-0, 6-1-5 , 12-0-0 , 15-8-0 17-1-19 23-0-0 26-8-0 1-5-06-1-5 5-10-11 3-8-0 1-5-10 5-10-6 3-8-0 Scale=1:51. 5-00 Fly 4x5— 6 4x5- 2x4 II 3x4— 3x4� 78 9 3x4 5 4 3x4 CMCn 3 1-FIX co 2 1 13 6x12— 3x6- 16 1512 M1118H= 11 10 3x10- 2x4 II 3x8_ 2x4 II 3x6- 6-1-5 12-M 15-8-0 23-0-0 26-8-0 6-1-5 5-10-11 3-8-0 7-4-0 3-8-0 1-18teurisstsKy): LOADING(M SPACING 2-0-0 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCLL 3300 00 Plates Increase 1.33 TC 0.71 Vert(LL) 0.18 1dd >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.23 15-16 >999 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.11 10 n1a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathedor3-3-8 oc purlins, except end verticals. WEBS CHORD 2 X 4 SYP No.3 WEBOT T�CHORD Rigidatinnmidpt directly appll&1or 0,7-1121 oc bracing. REACTIONS Ib/size) 10=1440/Mechanical.2=1603/0-8-0 Horz2a71(load case 2) Max Uplift10=922(load case 2),2=1066(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-2606,3-4=2529,45=2529,55=1727,6-7=1725,7-8=-823,8-9=823,9-10=1407 BOT CHORD 2-16=2350,15-16 ,14-15=57,5-1485,13-14=2337,12-13=1672,11-12=34,8-12---422,10-11=-0 WEBS 3-16=364,14-16--2399,3-14=16,5-13=1095,6-13=1084,7-13=281,7-12=1115,10-12=0,9-12=1501 NOTES 1 Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.Opsf,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 Zvi grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 All plates are M1120 plates unless otherwise indicated. 5 Refer to girder(s)for truss to truss connections. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 922 Ib uplift at joint 10 and 1066 Ib uplift at joint 2. 7)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 Uniform Loadszif) Vert:1 90.0,6-7=90.0,7-9=90.0,2-15=20.0,12-14=20.0,10-11=20.0 2)C-C Wind:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(plf)-11 Vert:1-2272.1,2-6=71.1,6-7=71.1,7-9=79.4,2-15=10.0,12-14=10.0,10-11=10.0 Horz:1-2=182.1,2-6=81.1,6-7=81.1 Drag:748=-0.1 3)1 st unbalanced Regular Lumber increase=1.33,Plate Increase=1.33 Uniform Loads,( lf) Vert:190.0,6-7=30.0,7-9=-30.0,2-16--20.0,12-14--20.0,10-11=20.0 4)2nd unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads101.0 Vert:1 -30.0,6-7=90.0,7-9-90.0,2-15=20.0,12-14--20.0,10-11=20.0 Job Truss Type yLATIN AM • 0059 3A82 S13 ROOF TRUSS 1 1 Job Reference o oral s russ cu.,Miami, s mar 6K mousines,Inc. vvea Nov age 6-1-5 12-0-0 16-2-6 23-0-0 24-5-7, 28-8-0 1-5-0 6-1-5 5-10-11 4-2-6 6-9-10 1-5-7 4-2-9 Scale=1:54. 5x6- 2x4 I I 3.54 L12 5.00 rT£ 4x7= 6 7 8 3x4 2x4 I I 9 3x4� 5 4 co 3x4 3 M 2 1 9x12 M1118H= 4x = 16 15 12 11 10 4x12= 2x4 II 2x4 11 2x4 11 6x14= 3x8= 6-1-5 12-0-0 23-0-0 24-5-7, 28-8-0 6-1-5 5-10-11 1140-0 1-5-7 4-2-9 ae LOADING SPACING 2-0.0 CSI DEFL in (loc Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.74 Vert(LL) 0.21 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -1.0613-14 >320 180 M1118H 195/188 BCDL 10.0 Co0.0 de FBC2001/ANSI95 (Simplified) Horz(TL) 0.13 10 Na Na Weight:190 lb LUMBER BRACING BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid thedng,di�tl aoc pplied or 0-2-0 oc nbbraadng Is. WEBS 2 X 4 SP No.3 *Except* WEBS 1 Row at in 14-16,6-13,8-11.9-10 6-13 2 X 4 SP No.2 REACTIONS Ib/size) 2=1713/0-8-0,10=1550/Mechanical Max Horz2--541 load case 2) Max Upliff2=11 load case 2),1 O=958(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=2860,3-4=-2755,4-5=-2755,5-6=2756,6-7=1129,7-8=1129,8-9=-830,9-10=1508 BOT CHORD 2-16-2580,15-16=0,14-15=57,5-14=-458,13-14=1751,12-13=12,7-13=368,11-12--0,10-11 WEBS 3-16-334,14-16=2619,3-14=39,6-14=1347,6-13=-820,11-13=1003,8-13=1721,8-11=1691,9-11=1350 NOTES 1 Unbalanced roof live toads have been considered for this design. 2)pWind ggfASCE 7-98;146mph;h=19ft;TCDL=5.Opsh,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 let3 Proveide adequate drainage to prevent water ponding. 4 All plates are M1120 plates unless otherwise indicated. 5 Refer to girders)for truss to truss connections. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1144 Ib uplift at joint 2 and 958 Ib uplift at joint 10. 7)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 Uniform Loads CIO Vert:1 90.0,6-8--90.0,8-9=-90.0,2-15--20.0,13-14--20.0,10-12--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsi Vert:1- -172.1,2-6=71.1,6-8=79.4,8-9=71.1,2-15=-10.0,13-14=10.0,10-12=10.0 Horz:1-2=182.1,2-6=-81.1,8-9=81.1 Drag:6-7=-0.1,7-8--0.2 3)1st unbalanced Regular.Lumber Increase=1.33,Plate increase=1.33 Uniform Loads(plf) Vert:1 —90.0,6-8--90.0,8-9=30.0,2-15=20.0,13-14--20.0,10-12=20.0 4)2nd unbalanced Regular.Lumber increase=1.33,Plate Increase=1.33 Uniform Loadslplf) Vert:1 —30.0,6-8--30.0,8-9=90.0,2-15--20.0,13-14--20.0,10-12--20.0 Job russ ruse Type y ooso 3A82 S14 ROOF TRUSS 1 1 Job Reference o oral cuss Miami, . s r e n u es, nc. ov Pagel 0-5-q 6-1-5 1 124-0 1 18-2-6 19-7-$ 23-0-0 26-84 30-8-0 1-5-0 6-1-5 5-10-11 6-2-6 1-5-2 3-4-8 3-84 3-11-12 Scale=1:59. 4x5= 5x6= 5.00 FT£ 3.54 L 12 6 � 2x4 I I 8 3x4 34 2x4 II 29 3x4 5 10 4 3x4 , 3 ab ch 2 tr 1 a' 15 6x12- 14 i 9 4x5= 18 17 3x4= 13 12 11 4x12— 2x4 ii 2x4 11 3x8= 2x4 i i 6x14- 6-1-5 1 12-0-0 18-10-15 23-0-0 _ 264" 3048-0__ 6-1-5 5-10-11 6-10-15 4-1-1 34" 3-11-12 Plate Meats LOADING(M SPACING 24)-0 CSI DEFL in (loc Vdefl Ud PLATES GRIP TCLL 80.0 Plates Increase 1.33 TC 0.83 VerKLL) 0.24 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.33 15-16 >999 180 BCLL 0.0 Rep Stress[nor YES WB 0.86 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:214 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceilingg directly applied or 4-8-1 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 16-18,6-16,10-11 6-16 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=1823/0-8-0,11=1660/Mechanical Max 1 o1=2- load case 2) Max Uplift2=12 load case 2),11=968(toad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=3115,3-4=-3086,4-5=-3086,5-6=-3087,6-7=1739,7-8=1674,8-9=-1673,9-10=1012,10-11=1622 BOT CHORD 2-18=2811,17-18=0,16-17=57,5-16=547,15-16=1773,14-15=1695,13-14=35,8-14=319,12-13=-0,11-12-0 WEBS 3-18=374,16-18=2853,3-16=39,6-16=1576,6-15=318,7-15-432,7-14=196,12-14=1009,9-14=1056,9-12=1364 ,10-12--1515 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.0psf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1209 Ib uplift at joint 2 and 958 Ib uplift , at joint 11. 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 Uniform Loads(plf) Vert:1 —90.0,6-7--90.0,7-10-90.0,2-17=20.0,14-16=20.0,11-13--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads- -2-1 Vert:1172.1,2-6=71.1,6-7=79.4,7-10=71.1,2-17=10.0,14-16=10.0,11-13=10.0 Horz:1-2=182.1,2-6=81.1,7-10=81.1 Drag:6-7=-0.2 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase--1.33 Uniform Loads(qif) Vert 1 90.0,6-7=90.0,7-10=30.0,2-17=20.0,14-16=20.0,11-13=20.0 4)2nd unbalanced Regular Lumber Increase--1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1 30.0,6-7=90.0,7-10=90.0,2-17=20.0,14-16--20.0,11-13--20.0 Job Truss Type I IN AM MURN INV. " 0081 3A82 T5 ROOF TRUSS 1 1 Job Refererxeo na -BeaTcuss Miami, s Mar e n u es, nc. WOO NOV ge -1-5-Q 6-5-4 12-7-15 18-10-10 1 25-1-5 31-4-0 1-5-0 6-5.4 6-2-11 6-2-11 6-2-11 6-2-11 1-40 Scale=1:59. 45 5.00 FT£ 6 3x4; 3.54 L12 3x4; 3x4 7 3x6� 5 8 3x4 2x4 I I 2x4 O 4 9 10 3 Lr 1 2 LH 4x5- 16 15 14 13 12 11 3x4- 3x4- 3x8=3x4- 3x4— 3x6 - 9-6-10 18-10-10 28-2-10 3248-0 9-6-10 9-40 94-0 45-6 Plate LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.19 16 >999 360 M1120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.44 14-16 >883 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-9 oc purlins, except end verticals. WEBSCHORD 2 X 4 SYP No.3 *Except* WEBSBOT HORD Ing ellatimidpt aPPll 55-14,directlyd or 72 oc bracing. 7-14 5-14 2 X 4 SYP No.2.7-14 2 X 4 SYP No.2 REACTIONS gMlze) 2=1933/0-8-0,11=1770/Mechanical (NAa�xc Horz2- load case 2) Max UpliR2=123(load case 2),11=1004(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=18,2-3=3281,3-4=-2891,4-5=-2891,5-6=-1851,6-7=1793,7-8=-1201,8-9=1201,9-10=0,1711=-49 BOT CHORD 2-16=2963,15-16=2417,14-15--2417,13-14=1584,12-13=1584,11-12--418 WEBS 3-16=391,5-16=511,5-14--936,6-14=658,7-14--194,7-12--972,9-12--1244,9-1 1=1729 NOTES 1)Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsh,BCDL=5.Opsf;Category II;Exp C;enctosed;C-C Interior mne;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer to girders))for truss to truss connections. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1273 Ib uplift at joint 2 and 1004 Ib uplift at joint 11. 5)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. - LOAD �q CASE(S) 1)Regular- ds lncrease=1.33,Plate Increase=1.33 UniforVert:1 90.0,6-10=90.0,2-11=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(�Ifl Vert:1- --1172.1,2-6=71.1,6-10=71.1,2-11=10.0 Horz:1-2=182.1,2-6=-81.1,6-10=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1 90.0,6-10=--30.0,2-11=20.0 4)2Undrform unbalancn Regular.Lumber Increase=1.33,Plate Increase=1.33 LoslVert 1 -30.0,6-10-90.0,2-11=20.0 ` oTruss Truss Type LATIN M 0082 3A82 T6 ROOF TRUSS 1 1 Job Referenceo nal -Besffcuss Miami, s r e n u es, nc. Wed Nov age 7-0-1 13-4-5 19-8-9 26-0-13 32-5-1 34-", 1-4-4 7-0-1 6-4-4 6-44 644 64-4 2-2-15 Scale:3/16"=1 7x6 5.00 FTT 6 3x4_ 3.54 X12 4x7 3x4 7 4x7 5 8 3x4 4 9 4x5 M 3x4� 10 3 zz- 1 2 IH 4x5= 18 17 16 15 14 13 12 11 2x4 I I 3x4= 3x8= 3x4= 3x4= 3x6- 2x4 11 3x4= 7-0-1 13-4-5 19-8-9 _ _ _26-0-13 32-5-1 34-M, r 740-1 6-4-4 6-44 644 644 2-2-15 Flats s - LOADING(per SPACING 2-0 0 CSI DEFL in (lou I/defi Ud PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.93 Vert(LL) 0.20 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.75 Vert(TL) -0.2916-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL.) 0.11 11 n/a n/a BCDL 10.0 Code FBC2001/ANSl95 (Simplified) Weight:239 lb LUMBER BRACING purlins,0-11 oc BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceellirl dptirectly a plied or 4�oc bracing.verticals.t end WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row I 5-15 2 X 4 SYP No.2, 15 2 X 4 SYP No.2 REACTIONS Ib/size) 2=2040/0-8-0,11=1880/Mechanical Max Horz2--411(load case 2) Max UpliR2=1331(load case 2),11=1063(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=21,2-3=3650,3-4=-2888,4-5=-2888,5.6=-2036,6-7=1972,7-8=1926,8-9=1926,9-10=838,10-11=1859 BOT CHORD 2-18-3321,17-18=3321,16-17=3321,15-16=2665,14-15=1847,13-14=1847,12-13=804,11-12=0 WEBS 3-18=130,3-16=727,5-16=442,5-15=1045,6-15=769,7-15 5,7-13-630,9-13=1288,9-12=1444,10-12=1727 NOTES 1 Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.Opst Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer r,girder(s)for truss to truss connections. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1331 Ib uplift at Joint 2 and 1063 Ib uplift at joint 11. 5)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 Uniform Loads Vert:1490.0,6-10=-90.0,2-11=20.0 2)C-C Wind:Lum�bper Increase=1.33,Plate Increase=1.33 Uniform Loads 2-1 Vert 1_V -172.1,2-6=71.1,6-10=71.1,2-11=10.0 Horz:1-2=182.1,2-6=-81.1,6-10=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p Vert:1 90.0,6-10=30.0,2-11=20.0 4)2nd unbalanced Regular.Lumber increase=1.33.Plate Increase=1.33 Uniform Loads2lo Vert:1 30.0,6-10=90.0,2-11=20.0 s , Job r ss Truss Type LATIN AMERICA14 INV. « 0083 3A82 T7 ROOF TRUSS 1 1 Job Reference nal Best OK cuss Miami, . s r es, nc . Nov age �S-Qr 6-6-3 12-9-13 19-1-6 25-5-0 31-8-10 36-8-0 11:1-5-0 6-6-3 6-3-10 6-3-10 6-3-10 6-3-10 4-11-6 Scale=1:65. 5x6 5.00 FT£ 6 3x4 3x4 7 3x4 zz: 3.54L12 3x6 5 3x6 8 3x4 4 9 4x5 3 10 M 2 �1 4x7= 19 1817 16 15 14 13 12 11 2x4 I I 3x6= 3x8= 3x4= 3x6= 3x6= 2x4 I I 3x4- 3x6= 6-6-3 12-9-13 19-1-6 25-5-0 31-8-10 36-8-0 6-6-3 6-3-10 6-3-10 6-3-10 6-3-10 4-11-6 e LOADING( SPACING 2-0 0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 0. Plates Increase 1.33 TC 1.00 Vert(LL) 0.25 17 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.36 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.12 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:211 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed, except and verticals. BOT CHORD 2 X 4 SYP No.2 -Except' BOT CHORD Rigid ceilingg directly applied or 4-7-14 oc bracing. 2-18 2 X 4 SYP SS,15-18 2 X 4 SYP SS WEBS 1 Flow at midpt 5-16,7-16 WEBS 2 X 4 SYP No.3 'Except' 5-162X4SYP No.2,7162X4SYP No.2 REACTIONS (lb(size) 2=2153/048-0,11=1990/Mochanical Max Horz2=321 load case 2) Max UpI ft2=1 (load case 2),11-1116(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3-3855,3-4=-3175,4-5=3175,5-6=2367,6-7=2296,7-8=-2523,8-9=2523,9-10=1933,10-11-1942 BOT CHORD 2-19=3484,18-19=3484,17-18-3484,16-17=2930,15-16=2421,14-15=2421,13-14-1854,12-13=1854,11-12=0 WEBS 3-19=125.3-17=-610,5-17=385,5-16--984o 6-16=993,7-16--313,7-14--278,9-14=695,9-l2=1069,10-12=2198 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft:TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer to girders)for truss to truss connections. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1406 Ib uplift at joint 2 and 1116 Ib uplift atjoint 11. 5)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 Uniform Loads(pif) Vert:1 10.0.6-10-90.0,2-11-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-?-772.1,2-6--71.1.6-10=71.1,2-11-10.0 Horz:1-2--182.1,2-6=-81.1.6-10=81.1 3)1 st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1 -90.0,6-10=--30.0,2-11=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p Vert:1 —30.0,6-10-90.0,2-11-20.0 1 M Job Truss Truss Type PlyV. ' 0081 3A82 S15 ROOF TRUSS 1 1 Job Referenceo oral cuss am, s ar e n u es, nc. Wed Nov age 1-5-9 6-2-14 12-3-3 18-3-7 1�-2 0 24-8-0 31-1-0 37-9-7 1-5-0 6-2-14 6-0-5 6-0-5 0-10-9 5-6-0 6-5-0 6-8-8 5x6; Scale=1:69. 5.00 FT£ 6 4x5 3x4 3x6 3.54 L7 3x6� 7 8 5 3x4 3x4 o� 4 9 3 7x6 Cb 10 ' 2 k 16 6x10= 16 47 21 20 19 18 14 13 12 11 2x4 II 5x16= 2x4 II 3x4 ii 3x6= 3x4 II 2x4 11 5x16= 5x16= 2x4 11 6-2-14 12-3-3 1 18-3-7 19-2;0 24-8-0 31-1-0 37-9-7 6-2-14 6-0-5 6-0-5 0-10-9 5-6-0 6-5-0 6-8-8 Plate - e, - LOADING SPACING 2-0-0 CSI DEFL in (toc Well Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.73 Vert(LL) 0.38 15-1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.80 Vert(TL) -0.52 15-16 >854 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 HOrz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:230 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-14 oc purlins, except end verttical& BOT WEBS CHORD 2 X 4 SYP No.3 'Except' WEBSCHORD Rigid Ging directly applied 7-17,12-16,10-12,7 oc 17-20 10-11 2 X 4 SYP No.2 Rowi WEDGE Left:2 X 4 SYP No.3 REACTIONS Ib/slze) 11=2048/0-10-4,2--2218/043;-0 Max Horz2=246(load case 2) Max Upllft11=1137(load case 2),2=1454(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3--4189,3-4--3631,4-5--3415.5-6--3116,6-7-30.55,748=3751,8-9=3894,9-1 0=2999,10-11-1964 BOT CHORD 2-21=3684,20-21=3684,19-20=221,18-19=135,16-18=116,16-17=3555,15-16=3693,14.15=81,7-15=331, 13-14--217,12-13--217,11-12--202 WEBS 3-21=130,3-20=574,5-20=116,5-17=-461,17-19=214,6-17=1428,7-17=1067,12-15=2625,9-15--948, 9-12=1236,10-12--2729,17-20=2979 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf,,BCDL=5.Opsf;Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1:33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1137 Ib uplift at joint 11 and 1454 Ib u lift 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 Uniform Loads Vert:14 90.0,6-10-90.0,2-18--20.0,15-16--20.0,11-14--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1-2-11(plf) 72.1,2-6=71.1,6-10=71.1,2-18--10.0,15-16=10.0,11-14=10.0 Horz:1-2=182.1,2-6=-81.1,6-10=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(ptf) Vert:1 =90.0,6-10-30.0.2-18--20.0,15-16--20.0,11-14--20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1 —30.0,6-10=90.0,2-18=20.0,15-16--20.0,11-14--20.0 Q Tc6Truse cuss Type Ply . , 0062 3A82 S16 ROOF TRUSS 1 1 Job Reference(optional) cuss CO.,Miami,FL 5. 00 s r 6K Industries,Inc. vved Nov age ;1-5-Q 5-11-9 11-8-9 17-5-8 19-2-Q 24-8-0 1 30-1-0 1 35-9-7 1-5-0 5-11-9 5-9-0 5-9-0 1-8-8 5-6-0 5-5-0 5-8-8 Scale=1:65. 7x10 z:z 3.54 X12 5.00 FT'£ 6 2x4 I I 1 7 6x10 3x6 3x4 89 5 3x4 zz- 2x4 4 10 �� 3 4x5 11 M 2 1 6 9x12 M1118H= 10 4x7— 20 19 18 17 14 13 12 3x4- 3x6— 2x4 11 2x4 11 5x16- 2x4 11 49= 10x10= , 8-10-1 17-5-8 19-2-q 24-8-0 30-1-0 35-9-7 8-10-1 8-7-7 148-8 5-6-0 5-5-0 5-8-8 Plate - LOADING(M SPACING 2-0-0 CSI DEFL In (loc� Vdefl Idd PLATES GRIP TCLL Plates Increase 1.33 TC 0.90 Vert(LL) 0.33 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vert TL -0.5318-20 >799 180 M1118H 195/188 BCLL 0.0 Rep Stress incr YES WB 0.95 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC20011ANSI95 (Simplified) Weight:220 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 12=1942/Mechanical,2=2105/0-8-0 Max Horz2=246(load case 2) Max Upll t12=1084(load case 2),2=1384(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=3714,3-4=3378,45=3378,5-6=-2464,6-7=2950,7-8=-2951,8-9=2951,9-10=3660,10-11=2512,11-12=1886 BOT CHORD 2-20=3348,19-20=2907,18-19=2907,17-18=-0,16-17=14,7-16=325,15-16=3512,14-15=53,9-15=211,13-14=0,12-13=0 WEBS 3-20=306,5-20=430,5-18=-837,6-18=945,16-18=2762,6-16=2462,9-16-849,13-15=2469,10-15=1228,10-13=-1355,11-13=2581 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1911;TCDL=S.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 All plates are M1120 plates unless otherwise indicated. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1084 Ib uplift at joint 12 and 1384 Ib uppllft at joint 2. 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 Uniform Loads Vert 1 90.0,6-11=90.0,2-17=20.0,15-16=20.0,12-14=20.0 2)Uniform Wind: n omtnd:Lumber Increase=1.33,Plate Increase=1.33 Vert I-V-772.1,2-6--71.1,6-11=71.1,2-17-10.0,15-16=10.0,12-14=10.0 Horz 1-2=182.1,2-6=-81.1,6-11=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 12-990.0,6-11=30.0,2-17=20.0o 15-16=-20.0,12-14=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert 1 -30.0,6-11=90.0,2-17-20.0,15-16--20.0,12-14--20.0 r Job cuss Truss Type yLAI IN AWKICAN INV. 0064 3A82 S18 ROOF TRUSS 1 1 Job Reference o nal cuss Miami, . s r e n u es,inc. VVed Nov age ;1-5-9 5-9-7 11-4-4 16-11-2 , 19-2-0, 24-8-0 29-5-4 345-15 1-5-0 5-9-7 5-6-13 5-6-13 2-2-14 5-6-0 4-9-4 5-0-12 Scale:3116"=1 4x9; 3.54112 5.00(T£ 6 2x4 7 3x4 3x4 3x4 8 3x4 5 9 4 3x4 Cn 2x4 10 3x6 zzz 3 11 CO 2 �1 6 9x12 M1118H= 4x5— 20 19 18 17 14 13 12 3x4— 3x4- 4x9- 2x4 ii 2x4 11 412- 2x4 I I 9x12 M1118H= 8-6-14 16-11-2 19-2-024-8-0 29-5-4 345-15 8-6-14 8-44 2-2-14 5-6-0 49-4 5-0-12 Plateuttsets(X,y):LOADING(M SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.77 Vert(LL) 0.29 17 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.86 Vert(TL) -0.4818-20 >859 180 M1118H 195/188 BCLL 0.0 Rep Stress incr YES WB 0.84 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-7-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 12=1871/Mechanical,2=2033/0-8-0 Max Horz2=246(load case 2) Max Uplift12=1045(load case 2),2=1345(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=3562,3-4=3239,4-5=3239,5-6=2357,6-7=2904,7-8=2905,8-9=2905,9-10=3553,10-11=2287,11-12=1822 BOT CHORD 2-20=3208,19-20=2787,18-19=2787,17-18=0,16-17=20,7-16=351,15-16=3410,14-15=46,9-15=138,13-14=0,12-13=0 WEBS 3-20--291,5-20=413,5-18=-M,6-18=-477,16-18=2434,6-16=1958,9-16=752,13-15=2264,10-15=1368,10-13=1419,11-13=2393 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=S.Opsf;BCDL=S.Ops,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 All plates are M1120 plates unless otherwise indicated. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1045 Ib uplift at joint 12 and 1345 lb u III at joint 2: 6) 1s 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 Uniform Loads(pif) Vert 1 -90.0,6-11=90.0,2-17=20.0,15-16--20.0,12-14--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert 172.1,2-6--71.1,6-11=71.1,2-17=10.0,-2-1115-16--10.0,12-14--10.0 Horz:1-2--182.1,2-6=-81.1,6-11=81.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsplf) Vert 1 90.0,6-11=-30.0,2-17=20.0,15-16=20.0,12-14=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Incmase=1.33 Uniform Loads(plf) Vert:1 6-30.0.6-11=90.0,2-17=20.0,15-16--20.0,12-14--20.0 , ' Job russ Truss Type LATIN AMERICA INV. 0063 3A82 S17 ROOF TRUSS 1 1 Job Refererwre o nal Best I ruse CO.,Mlarm,Pl. 5.100 s Mar 20 ZUUj MI I eK Indusines,Inc. Wed NOV age 71-5-9 5-7-12 11-0-15 1 16-6-2 , 19-2-0 24411-0 28-11-4 33-5-15 1-5-0 5-7-12 5-5-3 5-5-3 2-7-14 5-6-0 4-3-4 4-6-12 Scale=1:61. 4x7 zz- 3.54112 5.00 FT'£ 6 2x4 11 3x4 7 3x6 3x4� 8 4 3x4 5 9 3x4 2x4 10 3x6 3 11 V) 2 a1 6 9x12 MII18H- 4x5- 20 19 18 17 14 13 12 3x4- 3x4- 4x9= 2x4 11 2x4 ii 3x10— 2x4 11 7x12 = 8-4-6 16-6-2 19-2-0 2448-0 28-11-4 33-5-15 8-4-6 8-1-12 2-7-14 5-6-0 4-3-4 4-6-12 Plate LOADING( PACING 2-0 0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL Plates Increase 1.33 TC 0.74 Vert(LL) 0.27 1 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.44 18-20 >903 180 M1118H 195/188 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2$1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Mize) 12=1816/Mechanical,2=1978/0-8-0 Horz2=246(load case 2) Max Uplift12=1 14(load case 2),2=1314(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=3445,3-4=-3131,4-5=-3131,5-6=-2275,6-7=2864,7-8=-2865,8-9=2865,9-10=-3454,10-11=2106,11-12=1772 BOT CHORD 2-20=3100,19-20=2694,18-19=2694,17-18=-0,16-17=24,7-16=-370,15-16=3315,14-15=41,9-15=77,13-14=0,12-13=0 WEBS 3-20=280,5-20=400,5-18=787,6-18=264,16-18=2273,6-16=1718,9-16---669,13-15=2102,10-15=1474,10-13=1473,11-13=2244 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1 911;TCDL=5.Opsf,,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 All plates are M1120 plates unless otherwise indicated. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1014 Ib uplift at joint 12 and 1314 Ib u ift at joint 2. 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 Uniform toads(plf) Vert:1 —90.0,6-11=90.0,2-17=20.0,15-16--20.0,12-14--20.0 2)C-C Wind:Lumber increase=1.33,Plate Increase=1.33 Uniform=ds(pIf) 1-�--172.1,2-6=71.1,6-11=71.1,2-17=10.0,15-16=10.0,12-14=10.0 Hors:1-2=182.1,2-6=81.1,6-11=81.1 3)1st unbalanced Regular.Lumber Increase--1.33.Plate Increase=1.33 Unlforrn Loads(plf) Vert:1 6--90.0,6-11=30.0,2-17=20.0,15-16--20.0,12-14--20.0 4)2nd orm un Load Regular.Lumber Increase=1.33,Plate Increase=1.33 Vert:1 30.0,6-11=90.0,2-17=20.0,15-16--20.0,12-14--20.0 t Job ruse Truss Type PlyN AMERICA INV. 0023 3A82 H5 ROOF TRUSS 1 1 Job Referenceo nal tiest cuss am, s r e n u es, nc. Wed Nov ge ;1-5-9 5-1-12 10-0-14 15-0-0 20-7-12 25-6-14 31-5-15 1-5-0 5-1-12 4-11-2 4-11-2 5-7-12 4-11-2 5-11-1 Scale=1:58.1 5.00 FT2- 4x5- 4x7- 3.54112 6 7 5x6 3x6 8 3x4 5 2x4 11 2x4 9 3 4 1 2 4x5- 16 15 14 13 12 11 10 3x4- 3x8= 3x4- 3x4- 3x6- 3x4- 3x4- 7-7-5 15-0-0 20-7-12 31-5-15 7-7-5 7-411 5-7-12 10-10-3 PlateOffsets LOADING(M SPACING 2-0-0 CSI DEFL In (toc) Udefi Idd PLATES GRIP TCLL 330.b0 Plates Increase 1.33 TC 0.81 Ve0.18 1d4 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.74 Vert(LL) -0.46 10-12 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.10 10 n/a We BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-10 REACTIONS Ib/size) 2=1868/0.8-0,10=17W/Mechanical Max Horz2=342(load case 2) Max Uplift2=1265(load case 2),10=988(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-3222,3-4=-2950,4-5=2950,5.6=-2196,6-7=2035,7-8=-1931,8-9=-0,9-10=255 BOT CHORD 2-16=2892,15-16--2556,14-15=2556,13-14=1849,12-13=1849,11-12=1525,10-11=1525 WEBS 3-16=226,5-16=342,5-14=701,6-14=370,7-14=287,7-12=152,8-12--454,8-10=2032 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1 9k-TCDL=5.Opsf,BCDL=5.Opsf;Category II;Exp C;enciosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3Provide adequate drainage to prevent water ponding. 4 Refer to girders))for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1265 Ib uplift at joint 2 and 988 Ib uplift at joint 10. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1jRegular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1 6--90.0,6-7=90.0,7-9=90.0,2-10=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-2--172.1,2-6=71.1.6-7=79.4,7-9=71.1,2-10-10.0 Horz 1-2=182.1,2-6=-81.1,7-9=81.1 Drag:6-7=0.0 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads VO Vert:1 8--90.0.6-7-90.0,7-9--30.0,2-10=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p Vert:1 lfj 30.0,6-7=90.0,7-9=-90.0,2-10=20.0 e Job Tr-s8 Truss Type IV. 0022 3A82 H4 ROOF TRUSS 1 1 Job Referents o oral Best I cuss Miami, s r e n u es, nc. Nov ge -1-5-0, 6-7-5 13-0-0 17-5-4 21-10-7 29-5-15 1-5-0 6-7-5 6-411 4-5-4 4-5-4 7-7-8 Scale=1:54. 5.00 F1'£ 4x5= 3x4= 4x5= 3'45 3x6 5 6 7 3x4 4 3x4 8 3 ce)1 2 4x = 14 13 12 11 10 9 2x4 I I 3x4= 3x4= 3x8= 2x4 11 3x8- 6-7-5 13-0-0 21-10-7 29-5-15 6-7-5 6-411 8-10-7 7-7-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lop) Vdefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.16 12 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.71 Vert(n) -0.31 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(fL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except- TOP CHORD Sheathed or 1-11-14 oc purlins, except end verticals. 7-8 2 X 4 SYP SS BOT CHORD Rigid ceilinngg directly applied or 4-7-8 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 8-10 WEBS 2 X 4 SYP No.3 *Except* 8-10 2 X 4 SYP No.2 REACTIONS Ib/size) 2--176810-8-0,9=1596/Mechanical Max Horz2=356(load case 2) Max Upiift2--1211(load case 2),9=947(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=2926,3-4=-2180,45=2180,"--2021,6-7=1586,7-8=-1652,8-9=1520 BOT CHORD 2-14=2645,13-14=2645,12-13=2645,11-12=1954,10-11=1954,9-10=0 WEBS 3-14=128,3-12=-696,5-12=350,6-12=111,6-10=-608,7-10=80,8-10=1746 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.0psf;BCDL=5.Opsf,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4 Refer to girdersfor truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1211 Ib uplift at joint 2 and 947 Ib 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 Uniform Loads2lf) Vert:1 =90.0,5-7=90.0,74)r-90.0,2-9=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1- -1(pif) 72.1,2-5=71.1,5-7=79.4,7-8=71.1,2-9=10.0 Horz 1-2=182.1,2-5=-81.1,7-8=81.1 Drag:5-6=-0.1,6-7=0.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform 1 Loads Vert 90.0,5-7=90.0,74=-30.0,2-9=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5-30.0,5-7=90.0,7-8=90.0,2-9=20.0 Job Truss Truss Type Ply V. 0021 3A82 H3 ROOF TRUSS 1 1 Job Reference o nal cuss Miami, s r e n u es, nc. Nov age 1-5-01 5-7-5 11-0-0 16-10-1 22-8-1 27-5-15 1-5-0 5-7-5 5-411 5-10-1 5-10-1 4-9-14 Scale=1:51. 4x7— 3.45 L 12 6-00 F17- 2x4 I I 4x12= 5 6 7 5x8 3x4 8 34 2 1 3x6= 15 14 13 12 11 10 9 2x4 I I 3x4= 3x8= 3x4= 3x4= 2x4 11 3x4= 5-7-5 1140-0 16-10-1 2248-1 27-5-15 5-7-5 5-4-11 5-10-1 5-10-1 4-9-14 Plate - LOADING SPACING 240-0 CSI DEFL in (loc) Well Idd PLATES GRIP TCLL Plates Increase 1.33 TC 0.76 Vert(LL) 0.15 14 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.56 VertCM) -0.20 12-14 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.62 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:152 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size) 2=1648/041-0,9=1486/Mechanical Max Horz2=353(toad case 2) Max Uplift2=1156(load case 2),9=902(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=18,2-3=2747,3-4=-2155,4-5=-2155,5-6=-1984,6-7=1984,7-8=1271,8-9=1438 BOT CHORD 2-15=2473,14-15=2473,13-14=1999,12-13=1999,11-12=1198,10-11=1198,9-10=0 WEBS 3-15=108,3-14=534,5-14=336,5-12=19,6-12---522,7-12=1019,7-10=-770,8-10=1502 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf,,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 MAX grip DOL=1.33. 3 vide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1156 Ib uplift at joint 2 and 902 Ib uplift at joint 9. 6)This truss design conformswith Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads�if) Vert:1 90.0,5-7=90.0,7-8=90.0,2-9=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:I-V-772.1,2-5--71.1,5-7=79.4,7-8--71.1,2-9=10.0 Horz:1-2=182.1,2-5=-81.1,7-8=81.1 Drag:5-6�0.1,6-7=0.0 3)1st unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads�if) Vert:1 90.0,5-7=90.0,7-8=-30.0,2-9=-20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads =30.0.6-7-30.0,748-90.0,2-9=20.0 ) Vert:1- -30.0,5-7=30.0,7-8=90.0,2-9=20.0 Job Truss Type lyLATIN AWKICAN INV. 0020 3A82 H2 ROOF TRUSS 1 1 Job Rerererxe o oral cuss Miami. . s r r e n u es, nC. Wed NOV age -1-5-0, 4-7-5 9-0-0 13-9-14 18-7-13 1 23-5-11 25-5-15 , 1-5-0 4-7-5 4-4-11 49-14 4-9-14 4-9-14 2-0-4 Scale=1:47. 3.4511 4x5= 3x4— 3x4= 3x4= 4x5 = 5.00 rT2- 4 5 6 7 8 3 9 2x4 3 2 LEJ1 c5' 3x6= 15 14 13 12 11 10 3x8= 3x4- 3x4= 3x4— 3x8— 2x4 II 9-0-0 16-2-13 23-5-11 25-5-15 9-0-0 7-2-13 7-2-13 2-0-4 Plate0fisetstxy): LOADING(psf) SPACING 240-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.13 15 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) -0.25 2-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.07 10 n/a n/a BCDL 10.0 Code FBC20011ANSI95 (Simplified) Weight:138 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 448-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1538/0-8-0,10=1376/Mechanical Max Horz2=351(load case 2) Max Upli1112=1100(load case 2),10=-860(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=2457,3-4=2120,4-5=-1971,5-6=1939,6-7=1939,743=-M,8-9=-667,9-10=1356 BOT CHORD 2-15=2195,14-15=2123,13.14=2123,12-13=1670,11-12=1670,10-11 WEBS 3-15=260,4-15=392,5-15=-200,5-13=354,7-13=520,7-11=1356,8-11=117,9-11=1261 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Refer to girders)for truss to truss connections. 5 Provide mechaniical connection(by others)of truss to bearing plate capable of withstanding 1100 Ib uplift at joint 2 and 860 Ib uplift at joint 10. 6)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. - -.t f: LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( lf) Vert:1 90.0,4-8--90.0,8-9=90.0,2-10=20.0 2)C-C Wind:Lumber increase=1.33,Plate Increase=1.33 Uniform Loads(qlf? Vert:1-2--1 72.1,2-4--71.1,4-8--79.4,8-9=71.1,2-10=10.0 Hort:1-2=182.1,2-4=-81.1,8-9=81.1 Drag:4-5=-0.1,7-8 .1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase--1.33 Uniform Loads Ziff) Vert 190.0,448--90.0,8-9-30.0,2-10=20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( lf) Vert:130.0,448=-90.0,8-9=90.0,2-10=20.0 ' Job Truss Truss Type P LA IN AMlzFJCAN INV. 0031 3A82 HHG1 ROOFTRUSS 1 1 Job Reference o oral tsest cuss Miami, s r i e n u as, NOV age -1-4-4 7-0-0 12-6-9 17-11-6 23-4-14 1-4-4 7-0-0 5-6-9 5-4-13 5-5-8 Scale=1:43. 7x6- 9x12 M1118H= 8x10- 5x6- 2x4 II 5.00 FfT 3 4 5 6 7 Li ID 2 1 4�� 4x7- 12 11 10 9 8 7x6- 4x7- 3x6- 2x4 II 6x10- 7-0-0 12-6-9 17-11-6 23-4-14 74)-0 5-6-9 5-413 5-5-8 Plate offsets LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30 b Plates Increase 1.33 TC 0.80 Vert(LL) 0.28 16 >990 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert -0.31 10 >885 180 M1118H 195/188 BCLL 0.0 Rep Stress Iner NO WB 0.97 Hora(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:157 Ib LUMBER BRACING purlins, TOP CHORD &5 2 X S P SS S * TOPCHORD BOT CHORD Ri 1d ccallilithedngg?2-10-10 oc directly a plied or -10-7pocbracing.nd �s BOT CHORD 2 X 6 SP No.2 WEBS 2 Rows at 1/3 pts 6-8 WEBS 2 X 4 SP No.3 *Except* 7-82X6 SPNo.2 REACTIONS Ib/size) 8--2867/Mechanical,2=2677/0-8-0 Max Horz2=345(load case 2) Max Upi(ft8=2035(toad case 2),2--1989(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--24,2-3=5289,34=-4896,4-5--5610,6-6=-5610,6-7--o,748--522 BOT CHORD 2-12-4833,11-12--5610,10-11=5610,9-10=3918,8-9=3918 WEBS 3-12--1288,4-12--815,4-10-692,6-10=1931,6-9=236,64)g--4508 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Ops,,BCDL=S.OpsF,Category 11;Exp C;enciosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Pr�1,a de adequate drainage to prevent water ponding. 3)Alltes are M1120 plates unless otherwise Indicated. 4 Reto girders))for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2035 Ib uplift at joint 8 and 1989 Ib uplift at joint 2. 6 This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7 Girder carries hip end with 7-0-0 end setback 8 Special hangers or other connection devices))shall be provided sufficient to support concentrated load(s)705.81b down and 512.71b up at 7 on bottom chord. The design/selection of such special connection devkre(s)is the responsibility of others. LOAD �CASE(S) 1)RegullaLoad(Increase=1.33,Plate Increase=1.33 UniformVert:1- ---90.0,3-7=199.7,2-12=20.0,8-12--44.4 Concentrated Loads(Ib) Vert:12=705.8 2)C-C Wind:Lumber Increase=1.33.Plate increase=1.33 Uniform Loads(plf) Vert:1-22-1172.1,2-3=71.1,3-7=195.1,2-12=10.0,8-12=22.2 Horz:1-2=182.1,2-3=-81.1 Drag:3-4=-0.4 Concentrated Loads(Ib) Vert:12=512.7 , Job ruse ruseype lY . 0038 3A82 J2C ROOF TRUSS 1 1 Job Reference one l Best I cuss Miami, s Mar e n u es, nc. woo Nov age 2-4-7 2-4-7 2 5.00 Fly Scale=1:15.1 2x4 I I 1 4 3 ,2x4 I I 2-4-7 r 2-4-7 LOADING( SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.32 Vert(LL) 0.01 3-4 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.17 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(TL) -0.06 2 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-7 oc purlins, 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 REACTIONS (Ib/slze) 4=119/Mechanical,2=94/Mechanical,3--25/Mechanical Max Horz 4=81(load case 2) Max Uplift2=138(load case 2),3=36(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-4=-101.1-2=29 BOT CHORD 3-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h--19(t:TCDL=5.Opsh,BCDL=5.Opsf,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Refer to girds s3 for truss to truss connections. 4 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 Ib uplift at joint 2 and 36 Ib uplift at oint 3. 5) 1s truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular.Lumber p Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- —90.0,3-4=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1- - 9.4,34-10.0 Horz:1-2=-89.4 ' Job ruse Truss Type . 0044 3A82 J4 ROOF TRUSS 1 1 Job Referenceo oral Best I cuss a ,m s ar e n u es, nc. Wed Wv age 4-4-7 4-4-7 2 5.00 F1Y Scale=1:15.1 2x4 11 1 X-1 F-1 4 3 3x4 II 4-4-7 4-47 LOADING(psf) SPACING 2-0-0 CSI DEFL in (10 Well Ud PLATES GRIP TCLL 30 6 Plates Increase 1.33 TC 0.60 Vert(LL) 0.04 3 d >999 360 M1120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.32 Vert(TL) 0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.10 2 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-4-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 4=229/Mechanical,2=175/Mechanical,3=54/MechanicalMax Horz4=155(ioad case 2) Max Uplift4=-61(load case 2),2=204(load case 2),3=24(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 14--200,1-2=53 BOT CHORD 3-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Oph,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Refer to girds s3 for truss to truss connections. 4 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 Ib uplift at joint 4,204 lb uplift at Joint 2 and 24 lb uplift at joint 3. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)RRe�gqular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-0190.0,90.0,3-4=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform LoadsIf) Vert 1- —79.4,3-4=-10.0 Horz:1-2---89.4 e Job Truss Truss Type Ply , 0049 3A82 J6 ROOFTRUSS 1 1 Job Referenceo oral Best cuss Miami, s r e n u es, nc. ov Page ! 6-4-7 6-47 2 Scale=1:16. 5.00 Fff 1 4 3 3x8 I 6-47 6-4-7 Plate LOADING(m SPACING 2-0-0 CSI DEFL in (lo-) Well Ud PLATES GRIP TCLL �0 b Plates Increase 1.33 TC 0.93 VertLL 0.14 34 >526 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.49 Vert(n) -0.15 3-4 >492 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 2 n/a n1a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, 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 REACTIONS Ib/size) 4=339/Mechanical,2=252/Mechanicat,3=87/Mechanical Max Horz4=227(load case 2 Max Uplif14=143(load case ),2=262(load case 2),3=15(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-4--302,1-2--76 BOT CHORD 3-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h=1 91t TCDL=5.Opsf;BCDL=S.Opsf;Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2)Refer to girders))for truss to truss connections 3)Refer to garde s)for truss to truss connections. 4 Provide mechantical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 4,262 Ib uplift at oint 2 and 15 Ib uplift at joint 3. 5) is 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 Uniform Loads(plf) Vert:1- =90.0,3-4=-20.0 2)C-CWind:Lumber �Increase=1.33,Plate Increase=1.33 Uniform Vert 1- -78.3,3-4=-10.0 Horz:1-2=-88.3 -j-015— Truss Truss Type IYN AMERICAN INV. 0050 3A82 J7 ROOF TRUSS 12 1 Job Reference(optional) cuss CO.,Miami,H. 6. 00 s Mar 25 Z=MI I eK Indusmnes,Inc. vVed Nov ge -1-5-0 7-0-0 1-5-0 7-0-0 3 le=1:16. 5.00(1'£ Ch 2 4 3x4— 7-0-0 7-0-0 LOADING(qsf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.73 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) 0.29 1 >75 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoan) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:24 lb 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 10-0-0 oc bracing. REACTIONS (lb/slze) 3=277/Mechanical,2-546/0-7-4,4=66/Mechanical Max Horz2=345(load case 2)) Max Uplift3=278(load case 2),2-509(load case 2) FORCES (ib)-First Load Case Only TOP CHORD 1-2--35,2-3--92 BOT CHORD 2-4--0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsh,BCDL=5.Opsh,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Provide mechan cal connection(by others)of truss to bearing plate capable of withstanding 278 Ib uplift at joint 3 and 509 Ib uplift at Joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular.Lumbe(rp Increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert:1- -90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate increase=1.33 Uniform Loads(plf) Vert:1-2--172.1,2-3=77.6,2-4=-10.0 Horz:1-2=182.1,2-3=-87.6 Jobr ruse Truss Type . 0048 3A82 J5 ROOF TRUSS 8 1 Job Reference o oral -Bes cuss Miami, s r e n u es, nc. vved Nov e -1-5-0 5-0-0 1-5-0 5-0-0 3 le=1:12. 5.00 FTT 2 4 3x4- 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.49 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.06 1 >384 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20011ANSI95 (Matrix) Weight 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (I Ize) 3=178/Mechanical,2-445/0-7-4,4=46/Mechanical MMax Horz2=27 load case 2 Max Upli t3=1 (load case ),2=-476(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=60 BOT CHORD 2-4=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.OpsF,BCDL=5.Opsf;Category 11;Exp C;enciosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 Ib uplift at joint 3 and 478 Ib uplift at oint 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 Uniform Loads V10 Vert:1- --90.0,2-4—20.0 2) Uniform Wind:Lumber Increase=1.33,Plate Increase=1.33 Vert:1-9- 72.1,2-3--79.4.2-4--1 0.0 Horz:1-2=182.1,2-3=89.4 i O HISS 7RF Oty Ply LATIN AMt:KIC-AN INV. 0040 3A82 J3 SS 9 1 Job Reference o ona —SisfTcuss Miami. s e n u es, nc. Wed Nov age -1-5-0 3-0-0 1-5-0 3-0-0 le=1:8. 5.00 FT2- 2 1 >< 4 3X4 _ 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lox) I/defl Ud PLATES GRIP TCLL �0 b Plates Increase 1.33 TC 0.49 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 SC 0.03 Vert(TL) 0.12 1 >184 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL.) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oa bracing. REACTIONS Ib/size) 3=65/Mechanical,2=358/0-7-4,4--26/Mechanical Horz2=201 case 2) Max UplIft3--31(load case 2),2--470(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=36,2-3=-83 BOT CHORD 2-4--0 NOTES 1 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf,BCDL=5.0pst Category Ii;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 Ib uplift at joint 3 and 470 ib uplift at oint 2. 4) Is 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 Uniform Loads(p Vert:1- -90.0,2-4--20.0 2) Uniform Wind:Lumber Increase=1.33,Plate Increase=1.33 Vert:1- --172.1,2-3=79.4,2-4=10.0 Horz:1-2=182.1,2-3=-89.4 r � Truss hKIUM INV. 0011 3A82 CJ9 ROOF TRUSS 3 1 Job Referencenal ruse Miami, s r e n u o es, nc. Wea Nov age -2;Z-0 -2-0-1 4-10-14 9-10-1 0-1-15 2-0-1 4-10-14 4-11-3 Scale=1:20. 2x4 I I 4 5 3.54 FTS 2x4; 3 7 2 cel 1 6 3x6- 7x6- -1-11-0 9-10-1 1-11-0 9-10-1 LOADING( SPACING 240-0 CSI DEFL In (loc) Udell Ud PLATES GRIP TCLL 0. Plates Increase 1.33 TC 0.59 Vert(LL) -0.05 24 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.63 VerKn) -0.24 2-6 >463 180 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:551b LUMBER BRACING TOP CHORD 2 X 6 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 7-6-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS =Ize) 2=64710-10-4,6--861/Mechanical Horz2-408(l)ad case 2 Max Uplift2---613(load case ),6=606(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-7=36,2-7=36,2-3--987,34--.84,"--17 BOT CHORD 2-6--921 WEBS 3-6--961,46--460 NOTES 1)Wind:ASCE 7-98;146mph:h=1911;TCDL=5.Opst BCDL=S.Opsh,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 613 Ib uplift at joint 2 and 606 Ib uplift at oint 6. 4) Is 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 Uniform Loads Vert:1- 90.0 Trapezoidal Loads(ptf) Vert:7=0.0-to-5=221.4,2=1.7-to-6=49.2 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-7-1172.1 Horz:1-7=182.1 Trapezoidal Loads 40 Vert:7=89.E-to-2=96.4,2=-0.5-to-4=190.2,4=287.1-to-5=292.7,2--0.9-to-6=24.6 Horz:7=89.5-to-2=97.2,2=0.3-to-3=98.4,3=98.4-to 4=214.1,4=311.0-to-5=-317.3 ' -Jov Fruss Truss Type O1Y YhKICM INV. ' 0024 3A82 HG1 ROOF TRUSS 1 1 Job Reference(optional) -BiffTcuss yam, s e nus es,Inc. aNov age -1-5-0 3-7-5 7-0-0 114-0 15-8-0 19-0-11 22-8-0 24-1-0 1-5-0 3-7-5 3-411 44-0 44-0 3-411 3-7-5 1-5-0 Scale=1:43. 6x14- 3x6 11 6x14= 5.00 FT2- 4 5 6 3x4 3x4 3 7 2 8 �1 9 5x6= 14 13 12 11 10 5x6= 2x4 I I 7x6= 5x8= 7x6= 2x4 I I 3-7-5 7-0-0 11-4-0 15-8-0 19-0-11 224-0 3-7-5 3-411 440 44-0 3-411 3-7-5 P1at8LMS8tS(XY): - LOADING(M SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL Ju.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.30 12 >877 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.35 12 >765 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(n) 0.14 8 Na Na BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:125 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except- TOP CHORD Sheathed or 2-7-15 oc purlins. 4-6 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-5 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.3,Right:2 X 4 SYP No.3 REACTIONS (IbIsize) 2--2600/0-7-4,8--2600/0-7-4 Max Uplilt2=19340oad case 2),8=1934(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-4903,3-4=4844,4-5=-5281,5-6=-5281,6-7=4844,7-8=-4903,8-9=18 BOT CHORD 2-14=4353,13-14=4353,12-13-4524,11-12-4524,10-11=4353,8-10=4353 WEBS 3-14 8,3-13=150,4-13=764,4-12=931,5-12--905,6-12--931.6-11=764.7-11=150,7-10=68 NOTES 1 Unbalanced roof live toads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=1911;TCDL=5.OpsF,BCDL=5.Opsf,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1934 Ib uplift at joint 2 and 1934 Ib uplift at int 8. :. . 5)))Th s truss design conforms"T Florida Building Code 2001,based on parameters indk�ted. Girder carries hip end with 7 0 0 end setback Special hangers)or other connection devices)shall be provided suffiaent to support concentrated loads)705.81b down and 512.71b up at 15 8-0,and 705.81b down and 2.71b up at 7 0 0 on bottom chord. The desigNselection of such special connection devices)is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( It) Vert:190.0,4-6=188.9,6-9=90.0,2-13=20.0,11-13=-42.0,8-11=20.0 Concentrated Loads(Ib) Vert:13=705.811=705.8 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loadsif) Vert:1- -172.1,2-4=71.1,4-6=183.7,6-8=71.1,8-9=172.1.2-13=10.0,11-13=21.0,8-11=10.0 Horr 1-2=182.1,2-4---81.1,6-8=81.1,8-9=182.1 Drag:4-5=1.7,5-6=1.7 Concentrated Loads(lb) Vert:13=512.711=512.7 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:190.0,4-6=188.9,6-9=30.0,2-13=20.0,11-13=-42.0,8-11=20.0 Concentrated Loads(lb) Vert:13=705.811=705.8 Continued on page 2 Job Truss Truss Type ' 0024 3A82 Hal ROOF TRUSS 1 1 Job Reference enuInc.Best I Novagetoss Miami, s Marnoo LOAD CASE(S) 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads( If) Vert:130.0,4-6=-128.9,6-9=90.0,2-13=20.0,11-13=-42.0,8-11=20.0 Concentrated Loads(Ib) Vert:13=705.811=705.8 7015 ruse Truss Type PtyLATINA hKICAN INV. 0019 3A82 H1 ROOF TRUSS 1 1 Job Reference o nal ruse am, . s r e n u es, nc. Wed NovPage -1-5-0 4-7-5 1 9-0-0 13-8-0 1 18-0-11 22-8-0 24-1-0 1-5-0 4-7-5 4-4-11 4-8-0 4.411 4-7-5 1-5-0 Scale=1:43. 5.00 FTT 4x7- 4x7— 3x4 5 6 3x4 2x4 4 7 2x4 Cn 3 8 2 9 C5i 1 10 c5 3x6- 13 12 11 3x6- 3x4- 3x4- 3x4— 9-0-0 1 13-8-0 22-8-0 9-0-0 4-8-0 9-0-0 Plate LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.20 2-13 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Verrxn) 0.10 1 >219 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:100 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1-7 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2--137310-7-4,9=1373A)-7-4 Max UpIHt2=999(load case 2),9=999(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-2221,3-4=1842,4-5=-1766,5-6=-1638,6-7=1766,7-8=-1842,8-9=2221,9-10=35 BOT CHORD 2-13--1921,12-13--1638,11-12=1638,9-11=1921 WEBS 3-13--319,5-13--258,6-11=258,8-11=319 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,,BCDL=5.Opsf•,Category II;Exp C;enciosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 999 Ib uplift at joint 2 and 999 Ib uplift at oint 9. 5) is 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 Uniform Loads(pif) Vert 1-x90.0,5-6=-90.0,6-10=90.0,2-9=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform LoadsIf) Vert:1- -172.1,2-5=71.1,5-6=79.4,6-9=71.1,9-10=172.1,2-9=10.0 Hort:1-2_1 82.1,2-5=81.1,6-9=81.1,9-10=182.1 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1 90.0,&6-90.0,6-10=30.0,2-9-20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads V10 Vert:1- --30.0,5-6=-90.0,6-10=90.0,2-9=-20.0 Job n-ss Truss . llPe AMEKIUM 3A82 CJ7 ROOFTRUSS 2 1 Job Reference(optional) Mat russ Miami, s r e n u es, nc aNovt3 ] -�-2 0 -2-0-1 7-0-2 4.0-1-15 2-0-1 7-0-2 3.54 FTT Ii 6 2 Lj1 5 3x4- 2x4 I i -1-11-0 7-0-2 1-11-0 7-0-2 LOADING(psf) SPACING 240.0 CSI DEFL in (to!) Udell L/d PLATES GRIP TCLL 3300 b6 Plates Increase 1.33 TC 0.48 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) 0.08 1 >375 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:35 Ib LUMBER BRACING TOP CHORD 2 X 6 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size) 2--44210-10-4,15--412/Mechanical Horz2=261(load case 2 Max UpIHt2--539(bad case 1),6--280(k)ad case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-6=W,2-6--36,2-3=63.3-4--12 BOT CHORD 2-5-=O WEBS 3-5=336 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft:TCDL=5.Opsf,,BCDL=5.Opsf;Category ll;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 prate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 Ib uplift at Joint 2 and 280 Ib uplift at oint 5. 4) is 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 Uniform Loads(pif) Vert:1 90.0 Trapezoidal Loads(ptf) Vert:6=-0.0-to-4=-157.8,2--1.7-to-6-35.1 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p(fl Vert:1$172.1 Horz 1-6=-182.1 Trapezoidal Loads 9 Vert:6=86.9 to-2=94.0,2=-0.5-to-3=136.0,3=230.5-to-4=236.3,2=-0.9-to-5=17.5 Horz:6=-86.94o-2-94.8,2=-0.3-to-3=152.9,3=247.4-to-4=-253.8 Job ruse Truss Type LATIN AMERICAN INV. ' 0034 3A82 J1E ROOF TRUSS 1 1 Job Reference onal Best cuss CO.,MFa—mT-R. s r eK Indusules,Inc. WOO NOV I Z UVAIXYd ZUU3 Page 3 -1-5-0 1-5-0 1-0-0 Scale=1:5. 5.00 rT2- 2 CS 3x4— 4 1-0-0 1-0-0 LOADING( 2 SPACING 2-0-0 CSI DEFL in (loci Well L/d PLATES GRIP TCLL �0 b Plates Increase 1.33 TC 0.35 Vert(LL) -0.00 >999 360 M1120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.15 Vert(TL) 0.05 1 >324 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:6 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (ib/size) 3=231/Mechanical,4=10/Mechanical Max Horz3=751 load case 2,4=880(load case 2) Max Uplift3=-327(load case 23 FORCES (lb)-First Load Case Only TOP CHORD 1-2--36.2-3--502 BOT CHORD 2-4=-453 NOTES 1 Wind:ASCE 7-9&,146mph;h=1910 TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zonwLumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for truss to truss connections. 3 Provide mechan connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 3. 4Non Standard bearing condition. view required. 5 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 UniformLoads Vert:1- -90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform LoadsIf) Vert:1- 172.1,2-3=79.4,2-4=-10.0 Horz:1-2=182.1,2-3--89.4 Job ruse Truss Type LKIIN AMPEKICAN INV. 0045 3A82 J4A ROOF TRUSS 2 1 Job Reference(options[) cuss CO.,MFam–T-Fr.-- s r RK Inc. wed Nov age -1-5-0 5-0-0 1-5-0 5-0-0 e:1"=1 5.00 Fly cIr 2 4 i 3x4— 5-0-0 5-0-0 LOADING(psi) SPACING 2-0-0 CSI DEFL in (be) Udefl Lid PLATES GRIP TCLL Uu b Plates Increase 1.33 TC 0.49 Vert(LL) Na Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) 0.08 1 >384 180 BCDL 10.0 CBCLL 0.0 CodStraw �001/ANSj 5 Ma �'� Horz(TL) -0.00 3 Na Na Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 540-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. REACTIONS (ib/size) 3=17WAechanical,2=445/0-7-4.4=46t0-1-8 Max Horz 2=27 bad Case 2 Max Uplift3=17 (load case 2).2-478(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3=60 BOT CHORD 24=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ff;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C interior zDrwLumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3 Provide mecharr connection others of truss to tearing plate at Joints)4. 4 Provide mechanical connection toy others)of truss to bearing plate capable of withstanding 172 lb uplift at Joint 3 and 478 Ib uplift at (oint 2. 5)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD ��CASES) 1)RRUniform Loads umber Inncrease=1.33,Plate Increase=1.33 Vert:1- --90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- --172.1,2-3=79.4,2-4--10.0 Horx 1-2=182.1,2-3=-89.4 6 1 , lJob Truss Truss Type LAI IN AWKICAN INV. 1 �p 3A82 J2 ROOF TRUSS 1 1 W36 Job Reference o onal runs am, s r e u es, nc. ov e 2-8-15 2-8-15 Scale=1:8. 5.00 F1'£ 1 ix 3 34 11 2-8-15 2-8-15 Plate Offsets LOADING O SPACING 2-0.0 CSI DEFL in (lox} Vdefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.19 Vert(LL) -0.00 3-4 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0 Rep Stress Inar YES WB 0.00 Home) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:9 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=140/0.5-0,2=105/MechankwJ,3=35/Mechanicai Max 1-1=4- case 2 Max Uplift - load case 2),2-113(load case 2),3=4gkwd case 2) FORCES (ib)-First Load Case Only TOP CHORD 1-4--124.1-2--31 BOT CHORD 3-4--0 NOTES 1)Wind ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf,BCDL=5.Opsf;Category ii;Exp C;enckosed;C-C interior zone;Lumber DOL=1.33 foto grip DOL=1.33. 2 er to ghder(s)for truss to truss connections. 3;Provide mechan(cal connection(by others)of truss to bearing plate capable of withstanding 54 Ib uplift at joint 4,113 Ib uplift at joint 2 and 8 Ib uplift at joint 3. 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 Uniform Loads(calf) Vert:1- —90.0,3-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Mf) Vert:1-2---79.4,3-4=-10.0 Hort:1-2--89.4 Job nJSs TnIss Type Uk 1 1N AM MCAN INV. . � 0025 3A82 HG2 ROOF TRUSS 1 1 Job Reference o e toss Miami, s r e nus s, naNov page 4-0-13 6-0-12 11-0-12 12-5- 4-0-13 1-11-15 5-0-0 1-5-0 Scale=1:21. 4x5= 4x5= 5.00 F1Y 2 3 3x8 N 1 4 5 8 7 6 2x4 II 3x8- 2x4 II x = 4-0-13 6-0-12 11-0-12 4-0-13 1-11-15 5-0-0 plate offsets LOADING( SPACING 2-0-0 CSI DEFL In (loc) Udell L/d PLATES GRIP TCLL Plates Increase 1.33 TC 0.61 Vert(LL) -0.05 44-66 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Ve 0.06 5 >386 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 48-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-&11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/size) 8-982/Mechanical,4=1112/0-7-4 Max Horz8=1 case 2 Max Upii(t8=-581 toad case 214=905(load case 2) FORCES (ib)-First Load Case Only TOP CHORD 1-2--1565.2-3--1394,3-4--1627,4-5=35,1-8-939 BOT CHORD 7-8--280.6-7=1394,4-6=1372 WEBS 2-7=253.3-6=345.1-7=1113 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;11=1911;TCDL=5.Opst;BCDL=5.Opsf,Category II;Exp C.enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections. 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 581 Ib uplift at joint 8 and 906 Ib uplift at joint 4. 6 is truss design conforms with Florida Builds g Code 2001,based on parameters indicated. -•- 7 Special hanger or other connection devices)shall be provided sufficient to support concentrated load(s)320.81b down and 216.81b up at 12,and 320.81b down and 187.61b up at 4-0-13 on bottom chord. The design/selection of such special connection devices)Is the responsibility of others. LOAD CASE(S) 1)Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1-!-90-0.2-3--142.5,3-6--90.0,748--20.0.6-7-31.7,4-6--20.0 Concentrated Loads(Ib) Vert 7=320.8 6--320.8 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(f) Vert 1- --74.3,2-3=126.2,3-4=74.3,4-5=172.1,74=-10.0,6-7=15.8,4-6=-10.0 Hort:1-2--84.3,3-4=84.3,4-5--182.1 Drag:2-3 .1 Concentrated Loads(lb) Vert 7=187.6 6-215.8 3)1 st unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1- -90.0,2-3=-142.5,3-5--30.0,748--20.0,6-7=31.7,4-6--20.0 Concentrated Loads(ib) Vert 7=320.8 6--320.8 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Continued u/i� j 30.0,2-3=142.5,3-5--90.0,748--20.0,6-7=31.7,4-6--20.0 Jobtoss cuss ype y . 0025 3A82 HG2 ROOF TRUSS 1 1 Job Referenceo na cuss am, s r e us es, nc. Wed Nov age LOAD CASE(S) Concentrated Loadsllb� Vert:7=320. 320.8 Job Truss n Type WWAN INV. 3A82 MG1 ROOF TRUSS 1 1 Job Reference(optional) 0054 Best j cuss Cu.,Miami,FI. 5 100,q me 5 M11 eK inalISMOS,Inc. Wed v age -2- -2-0-1 1-9-14 0-1-15 2-0-1 1-9-14 3 Scale=1:6. 3.54(1 T 2 1 2x4 11 6 5 -2-0,1 3x4- 1-415 1-9-14 2-0-1 1-4-15 0-415 LOADING(M SPACING 2-0.0 CSI DEFL In (loci Vdefi Lid PLATES GRIP TCLL JUX Plates Increase 1.33 TC 0.84 Ve0.00 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.56 V@rt(LL) 0.20 1 >133 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n1a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weighs:10 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-9-14 oc purlins. 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 REACTIONS (Mlnize) 2=410/0-10-4,5=-4)5/Mechanical oad case Max Upiift2—NO(load case 2 Max Grav2=410(load case 1),6--141(ooad a e 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=35.2-3=-87,34--7 BOT CHORD 2-",5- WEBS -",5-WEBS 3-6=52 NOTES 1)Wind:ASCE 7-98;146mph;11=1911;TCDL=S.Opsf;BCDL=5.OpsF,Category II;Exp C;endosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 660 lb uplift at joint 2 and 45 Ib uplift at joint 5. 4 is truss deal conforms with Florida Build Code 2001,based on parameters Indicated. 5 Special hangers)or other connection devices shall be provided sufficient to support concentrated toad(s)10.11b up at 1415,and 10.71b up at 1-4-15 on bottom chord. The d selection of such special connection devices)Is the responsibility of.others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert 1-4--90.0,2-5=20.0 Concentrated Loads(lb) Vert:6--20.9 2) nfform Loads Lumber Increase=1.33,Plate Increase=1.33 Vert:1-IC - 72.1,2-3=79.4,3-4=172.1,2-5=10.0 Hort 1-2=182.1,2-3=-89.4,3-4--182.1 o rues tossType 0078 3A82' T3 JACK 1 1 Job Reference o na ruse m , s r e n u es, nc. No' e 3 -1-5-0 14-0 1-5-0 1-4-0 Scale=1:6.10 5.00 FTT 2 4 s1><1 1-4-0 30 1-4-0 LOADING M SPACING 2-0.0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.38Ve LL n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.01 VertrtiiL; 0.06 1 >325 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:7 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=29/Mochanical,2=293/0-8-0,4=13/Mechanical Mize) case 2) Max Uplift3=-29(lood case 1),2--462(toad case 2 Max Grav3=104(load case 2�2--293(k)ad case 1)4=13(load case 1) FORCES (lb)-First Load Case Only TOPCHORD 1-2--35,2-3=-74 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDLa.Opsh,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip IOL=1.33. 2 Refer to girders)for truss to truss connections. 3j Provide mechanical connection(by others)of Wes to bearing plate capable of withstanding 29 Ib uplift at joint 3 and 462 lb uplift at (otnt 2. 4)`Phis 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 Uniform Loads(alf) Vert:1-3---90.0,2-4=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(alf) Vert:1- —172.1,2-3=79.4,24=-10.0 Horx 1-2=182.1,2-3=-89.4 , Job' ruse Truss Type LAI IN AMhKICAN INV. , 3A$2 T3A JACK 1 1 Job Reference o 0079 Best I cussMiami, s IMT—25-2W. u es, nc. v age 2 1-4-0 1-4-0 5.00(12- Scale=1:6. , Cn >< 3 1-4-0 30 1-4-0 LOADING(psf) SPACING 240-0 CSI DEFL in (loc) Wall Idd PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.04 Vert(LL) n/a - n1a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 SC 0.01 Ve -0.00 1 >999 180 BCLL 0.0 Rep stress Incr YES WB 0.00 Horz(TL.) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 4 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ggize) 1 9/0-8-0,2-56/Mechanical,3=13/Mechani al IM�aaxx Horz1=68(load case 2 Max Upllft1=23(load case ),2=71(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=23 BOT CHORD 1-3=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opst BCDL=5.Opsf,Category II;Exp C,enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections.3 jPorovide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 71 Ib uplift at 2. 4)`This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regula ormLLumber Increase=1.33,Plate Increase=1.33 Vert 1-9-190.0.1-3-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Q lf) Vert 1- - 9.4,1-3=-10.0 Horz 1-2--89.4 Job n�as Truss Type LAI IN AMhFJCAN INV. , 0076 3M2 Ti ROOFTRUSS 2 1 Job Reference o nal Beat ruse am, , s r e n u es, A. v age 5-0-12 10-1-8 5-0-12 5-0-12 4x12 Scale=1:17. - 2 5.00 FfZ- 2x4 2x4 I i I I 3 1 5 4 3x4- 3x4- 4 10-1-8 10-1-8 Plate LOADING(psff SPACING 2-0-0 CSI DEFL In Poe) Vdefl Ud PLATES GRIP TCLL 3300 00 Plates increase 1.33 TC 0.43 Vert(LL) n/a - n/a 999 M1120 2491190 TCDL 15.0 Lumber Increase 1.33 BC 0.48 V@ -0.49 45 >240 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simplified) Weight:49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 10-"oc purlins, 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 REACTIONS (Ib/size) 5=541/Mechanical,4--541/Mechanical t Max Uplift5=-319(ioad case 2),4--319(k)ad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-0,15=221,3-4=-221 BOT CHORD 45=401 WEBS 2-5=458,2-4=AW NOTES 1 Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=19ft;TCDLa.Opsf,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer to girders))for truss to truss connections. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 Ib uplift at joint 5 and 319 lb uplift at 5)19oint 4. is truss design conforms with Florida Building Code 2001,based on parameters indicated. M LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert 1-090.0,2-3-90.0,4-5-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(lilt! Vert:1- -75.0,2-3=75.0,4-5--10.0- Horz:1-2=-85.0,2-3=85.0 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads —90.0,2-3--30.0,4-6--20.0 10 Vert:1-2--90.0,2-3=30.0,45=20.0 4)2nd unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert:1- --30.0,2-3=90.0,45=20.0 Job Truss russ Type y 0001 M82 CA ROOF TRUSS 1 1 Job Reference o tions cussMiami, . s r i e n u es, nc. Wed NOV12e -1-7-8 1-10-12 3 1-7-8 1-10-12 I 1:6. 4.36 r1'£ 2 >< 4 3x4_ 1-10-12 1-10-12 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.47 VertLL n/a - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.01 VertTL 0.10 1 >212 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS gnize) 3=/Mechanical,2--33210-&5,4--18/Mechanical Max Horz2=152 load case 2 Max UpIM2- (load case 2 Max Grav3=60(load case 2),�--332(load case 1),4=18(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2--34,2-3--70 BOT CHORD 2-4--0 NOTES 1)Wind:ASCE 7-98;146mph;h=1 911;TCDL=5.Opsf•,BCDL=5.Opsf;Category II;Exp C;encbsed;C-C interior zone;Lumber DOL=1.33 Car grip DOL=1.33. 2)Refer to girders)for truss to truss connections. 3 Provide mechanical connection(b others)of truss to bean plate capable of withstanding 495 Ib uplift at joint 2. 4 This truss design conforms with FFlorida Building Code 2001�sed on parameters indicated. LOAD CASE(S) 1)Regular:Lumber p Increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert:1- --90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pifl Vert:1- -1172.1,2-3--79.4,2-4--10.0 Horz:1-2=182.1,2-3=89.4 ' Job ruse Truss Type y I IN AMERICAN INV. 0006 3A82 CJ3C ROOF TRUSS 2 1 Job Referenceo oral Best I ruse Miami, s r e n u es, nc. Wed Nov age -1-7-10 3-7-5 1-7-10 3-7-5 Sca 4.33FIT 2 Cn 1 4 --3x4— 3-7-5 3-7-5 LOADING(M SPACING 2-0-0 CSI DEFL In (loo) Well Ud PLATES GRIP TCLL 0. Plates Increase 1.33 TC 0.62 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 VerW_M) 0.19 1 >129 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrbc) Weight:14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=89/Mechanical,2=414/0-7-12,4=32/Mechanical Max Horz2=2 load case 2) Max Uplift3=-47(oad case 2),2-538(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-85 BOT CHORD 2-4=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2�Provldemechan Refer to girders)for truss to truss connections. 3ical connection(by others)of truss to bearing plate capable of withstanding 47 Ib uplift at joint 3 and 538 ib uplift at oint 2. 4) is truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)RegulaL ads umber Increase=1.33,Plate Increase=1.33 UniformVert:I10.0,24=20.0 2)C-CWind: Lumber rincrease=1.33,Plate Increase=1.33 Uniform Vert:1-(2-172.1,2-3=79.4,2-4=-10.0 Hort 1-2=-182.1,2-3=-89.4 , Jow Tnw- was Type My LAI IN AMERI INV.-- 3A82' CJ38 ROOF TRUSS 2 1 0005 Job Reference o ruse am, s r e n u nc. v 9e -1-6-9 3-11-5 1-6-9 3-11-5 S .9. 4.57 FT2- 2 1 4 �Yd— 3-11-5 3-11-5 LOADING M SPACING 2-0-0 CSI DEFL In (ioc) Udefl Ud PLATES GRIP TCLL �0 0 Plates trcrease 1.33 TC 0.57 Vert(LL) n1a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.15 1 >153 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=1141dMdwlcd,2=415/0-7-10,4--W/Mechanical Max Horz2=223(load case 2) Max Uplift3=4Z(bad case 2),2-511(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3=-89 BOT CHORD 2-4=0 NOTES 1 Wind:ASCE 7-98;148mph;h=19ft;TCDL=5.Opsh,BCDL=5.0psf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3 Provide medianconnection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 3 and 511 ib uplift at oint 2. 4) is 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 Uniform Loads 900 Vert:1- 90.0,2-4=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(rif) Vert:1- - 72.1,2-3=79.4,2-4=-10.0 Horz 1-2=182.1,2-3-89.4 Jow Truss runs ype y 3A82� CJ3A ROOF TRUSS 2 1 0004 Job Reference o nal cuss am, s ar e n u es, nc. v age -1-5-12 4-0-9 1-5-12 4-0-9 :10.1 4.78 FIT 2 1 4 �Y4 — 4-0-9 4-0-9 LOADING( SPACING 240-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL Plates Increase 1.33 TC 0.53 Ve LL n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 VerTL; 0.12 1 >179 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=124/Mechanical,2=410/0-7-8,4--37/Mechanical Max Horz2=2 load case 2) Max Uplift3=-1 (load case 2),2--490(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35.2-3=40 BOT CHORD 2-4=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=S.Opsf,BCDL=5.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders}for truss to truss connections. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 Ib uplift at Joint 3 and 490 lb uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular.Lumberp Increase=1.33,Plate In reale=1.33 Uniform Loads 3-0 Vert:1- --90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loada Vert:I-V-772.1' - -172.1,2-3=79.4,2-4=-10.0 Horz:1-2=182.1,2-3=-89.4 Truss s rype Illy hKICAN INV-. ° 3A82' CJ3 ROOF TRUSS 2 1 0003 Job Reference o Best toss Miami, nal s ar e Industries,es,Inc. Wed rfo—v age -1-5-4 40-9 1-5-4 40-9 1:10. 4.93 FT£ 2 1 4 3X4— 4-0-9 4-0-9 LOADING(pall SPACING 2-0.0 CSI DEFL In (foe) Well Ud PLATES GRIP TCLL .3U.0 Plates Increase 1.33 TC 0.50 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 VerWM) 0.11 1 >198 180 BCLL 0.0 Rep Stress Incr YES (1M t�'.00 Horz(TL) -0.00 3 n/a n/a Weight 15 Ib BCDL 10.0 Code FBC2001/ANS195 9 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=128/Mechanical,2--40410-7-6,4--37/Mechanical Max Horz 2--238(k)ad case 2)) Max Uplift3=-108(load case 2),2--475(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--36.2-3=42 BOT CHORD 2-4-0 NOTES 1 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsf;BCDL=5.Opsh,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss connections. 3 Provide mechan connection(by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 475 Ib uplift at I 2. 4) is 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 Uniform Loads(plf) Vert:1- --90.0,2-4=-20.0 2)Uniform Loads Lumber l��1.33,Plate Increase=1.33 Vert:1-2-172.1,2-3=79.4,2-4=10.0 Horz:1-2=182.1,2-3=89.4 Job, ILSsrUSB yp8 . 3A82' CJlA ROOF TRUSS 1 1 0002 Job Reference o ona cuss UU.,Miami,Pi. s r industries,Inc. ov age 3-0-0 2 3-0-0 Scale=1:7. 4.15 FTT 1 3 3-0-0 3-0-0 LOADING( sfl SPACING 2-0-0 CSI DEFL in (foe) Udefl Ud PLATES GRIP TCLL 0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:9 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ib/size) 1=144/0-7-11,2--11&Wechanical,3=26/Mechanical Horz 1=11 load case 2) Max Uplfftl=-W(oad case 2).2=130(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--40 BOT CHORD 1-3=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19tt;TCDL=5.Opsf;BCDL=5.Opsh,Category ii;Exp C,enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2iProvidemechan Refer to girders)for truss to truss connections. 3ical connection(by others)of truss to bearing plate capable of withstanding 65 Ib uplift at joint land 130 lb uplift at ioint 2. 4)`Phis 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 Uniform Loads Vert:1-9190.0,1-3--20.0 2) nd:Lumber Increase=1.33,Plate Increase=1.33 Uniform Vert:1-E99.4,1-3=-10.0 Horz:1-2=-89.4 ' JOB, ruse Truss Type INV. 0018 3A82' GR5 ROOF TRUSS 1 1 Job Reference o na Best I cuss m, s r e us es, nc. ov e 6-10-47-11-6 -1-5-0 1-9-6 3-8-0 4-10-4 5-8-15,6-6-0, 7,-2� ,8-9-1 Q9-10-13 11-0-8, 13-7-12 Scalia: 1 1-5-0 1-9-6 1-10-10 1-2-5 0-10-11 6-446-8-14 1-1-3 1-1-11 2-7-48"=1 0-9-1 0-4-4 0-10-4 2.48 1.80 r1'�'00 FW6 A44 11? .10 X12 4x7= 3x4= 3x4= 2.64 12 3.03(i2- 3x4= 3x4- _ 7= _ zz 5.00 Ff2- 4x12 s 344 l 5 6 7 8 9 10 14x1 12 4x12 13 04 3 2 14 1U U0 3x6- 20 19 18 17 16 15 3x4- 2x4 ii 3x4- 3x8- 3x4-3x4- 2x4 11 1-9-6 4-10-4 6-6-0 6-10-4 8-9-10 11-0-8 13-7-12 1-9-0 3-0-14 1-7-12 0-4-4 1-11-6 2-2-15 2-7-4 e LOADING(psf) SPACING2-0 0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.58 Ve LL 0.06 18 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Ver�TL; 0.05 1 >395 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 HomM) 0.03 14 n1a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-4-8 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-6 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 14--1059/Mechanical,2=1244/0-8-0 Max Horz2=7 load case 2) Max upll tl - load case 2),2=989(bad case 2) FORCES (ib)-First Load Case Only TOP CHORD 1-2--35,2-3=1647,3-4=1954,4-5=1893,5-6=1845,6-7=1827,7-8=-1815,8-9=1813,9-10=1819,10-11=1832,11-12=1870,12-13=1906,13-14=1960 BOT CHORD 2-20=1319,19-20=1317,18-19=1853,17-18=1835,16-17=1835,15-16=1685,14-15=1677 WEBS 3-20=--9,5-19=-81,11-16=22,13-15=71,3-19 61,13-16=173,8.18=105,5-18=52,11-18=29 NOTES 1 Unbalanced roof live bads have been considered for this design. 2 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.OpsY,BCDL=5.Opsf;Category 11:Exp C:enclosed:C-C interior zone:Lumber DOL=1.33 p grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4 Refer to girders)for truss to truss connections 5 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 634 Ib uplift at joint 14 and 989 Ib uplift at joint 2. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. - 7)Girder carries hip end with 4-0-0 end setback LORRAeeDqq CASE(S) 1)Un u r Loadsumberin rease=1.33,Plate increase=1.33 Vert:1-(22=90.0,2-3=132.7 3-4=-132.2,4-5=132.2,"--132.2,6-7=132.2.7-9--132.2,9-10--132.2,10-11=132.2, 11-12--132.2,12-13--132.2,13-14--132.2.2-14--29.4 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- -172.1,2-3=113.7,3-4=113.7,4-5=113.7,5-6=113.7,6-7=113.7,7-9=113.7,9-10=113.7,10-11=113.7, 11-12--11&7,12-13=113.7,13-14--113.7,2-14--14.7 Horz:1-2=182.1,2-3=128.4,3-4=-128.4,4-5=128.4,5-6=128.4,6-7=128.4,9-10=128.4,10-11=128.4,11-12=128.4, 12-13=128.4,1314=128.4 Drag:74=-1.8,8-9=1.8 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads -132.2,3 oads� =132.2,3-4 -132.2,4 5=132.2,5 6=132.2,6-7=132.2,7-9=132.2,910=132.2,10 11=72.2, Vert:1- -90.0,2-3 11-12=72.2,12-13--72.2,13-14--72.2,2-14--29.4 4)2nd unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform LoadsIf) Vert:1- =30.0,2-3=72.2,34=72.2,4-5=-72.2,5-6=72.2,6-7=132.2,7-9=132.2,9-10=--132.2,10-11=132.2, 11-12--132.2,12-13--132.2,13-14--132.2,2-14--29.4 Job, ruse Truss Type LA I IN AMEKICAN INV. 3A82 T8 ROOF TRUSS 1 1 0084 Job Reference o sest cuss Miami, . s e n u es, nc. wea Nov age -15-0 5-4-2 §110-12 7-8-11 K11 1 13-7-12 1-5-0 5-42 0-6-10 1-9-14 04-0 5-7-1 Scale=1:31. 0.23 r1Y 4x5- 4x5- 3 4 5.00 F12 25 1 L , 1LLJ 3x4- 7 6 3x6- 2x4 11 5x6- 5-10-12 7-8-11 13-7-12 5-10-12 1-9-14 5-11-1 Ptateqftetsfx,Y� LOADING( SPACING 2-0-0 CSI DEFL in (IN Weft L/d PLATES GRIP TCLL Plates increase 1.33 TC 0.49 Vert(LL) 0.10 55 6G >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.41 Ve ) -0.15 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.02 5 n/a We BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 54.3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size) 5=720/Mechanical,2-901/0-7-4 Horz2=73(load case 2) Max Uplift5=39S(load case 2),2-744(load case 2) t FORCES Ob)-First Load Case Only TOP CHORD 1-2--35.2-3--1186,4-5--1177,3-4--973 BOT CHORD 2-7--978,6-7--972.6-6--978 WEBS 3-7=105.4-6=103 NOTES 1 Unbalanced roof live loads have been considered for this design. 2 Wind:ASCE 7-98;146mph;"- Sit TCDL=6.W.BCDL=5.0psf;Category 11:Exp C:erxiosed:C-C Interior zone:Lumber DOL=1.33 ate grip DOL=1.33. 3 adequate drainage to prevent water ponding. 4 Refer to girders))for truss to truss connections. 5 Provide mechantcai connection(by others)of truss to bearing plate capable of withstanding 396 Ib uplift at joint 5 and 744 Ib uplift at oint 2. 6) is:truss design conforms with Florida Builder Cade 2001,based on parameters Indicated. LOAD CASE(S) 1)Uiniform Loads umber Increase=1.33,Plate Increase=1.33 Vert:1-�1�90.0,4-6--90.0.2-6--20.0,34--90.0 2)UC -C Wind:Lumber Increase=1.33,Plate Increase=1.33 nif rm Vert:1-(-172.1,2-3=72.8,4-0=72.8,2-5=-10.0,3-4=72.8 Horz:1-2=182.1,2-3=-82.8,4-5=82.8 Drag:3-4=-1.0 3)1st unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert 1- 90.0,4-5=30.0,2-6--20.0,3-4=90.0 4)2nd unbalanced Regular Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert 1-3--30.0,4-5=-90.0,2-5=20.0,3-4=-30.0 Job ruse Truss Type LAI IN AMbKICAN INV. , 0085 3A82� T9 ROOF TRUSS 1 1 Job Reference o na e ruseMiami, . s r e n u es, nc. v age -1-5-0 _ 6-9-14 13-7-12 1-5-0 6-9-14 6-9-14 Scale=1:26. 4x5- 3 5.00 F17- 2- 4 �1 5 3x4- 5x6_ 3x4= i f 6-9-14 13-7-12 6-9-14 6-9-14 Plate LOADING(psi SPACING 2-0-0 CSI DEFL in (loc Udefl Ud PLATES GRIP TCLL 30.b Plates Increase 1.33 TC 0.86 Vert(LL) 0.03 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.33 Vert(TL) 0.05 1 >458 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.02 4 n1a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:49 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-11-6 oc purlins. 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 REACTIONS (lb/size) 4=73GWechanical,2-890/0-74 Mwc Horz2=73(load case 2) Max Upiift4=417(load case 2),2=723(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--18.2-3-876.3-4=871 BOT CHORD 2-5--794.4-5=794 WEBS 3-5=133 NOTES 1 Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;146mph;h=19ft;TCDL=6.Opsf;BCDL=5.W,Category 11;Exp C;enciosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 3 Refer to girders)for truss to thus connections. 4;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 Ib uplift at joint 4 and 723 Ib uplift at 5)qoint 2. is 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 Uniform Loads 3- Vert:1-3--90.0,3-4=-90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- 172.1,2-3=72.8,3-4=72.8,2-4-10. Horz:1-2--182.1,2-3=-82.8.3-4--82.8 3)1st unbalanced Regular:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Vert-1-0-90.0,3-4-30.0,2-4=-20.0 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1- --30.0,3-4=90.0,2-4=-20.0 JoTruss Truss Type M. a � 3a82 GR3 ROO0016 F TRUSS 1 3 Job Reference o ona cuss Miami. . s r e n u es, nc. W00 NOV age 1 3-9-14 7-5-2 , 10-6-13 , 13-8-8 18-1-4 18;7;11 23-3-12 i 28-3-1 3-9-14 3-7-4 3-1-11 3-1-11 4-412 0-0 4-8-1 4-11-5 Scale=1:49. 0.12112 7x10 M1118H= 2x4 li 5.00 rT£ 2x4 11 3x5-6 77x10 M1118H= 3.54112 3 4 3x4 o� 3x4 2 8 1 9 M Cq El\ U 6x12 18 17 1615 14 13 1211 10 4x12 - 3x8 ii 7x6= 7x16- 9x10 M1118H= 7x16- 2x4 II 3-9-14 7-5-2 10-6-13 13-8-8 18-1-4 18-7-11 23-3-12 28-3-1 3-9-14 3-7-4 3-1-11 3-1-11 4-4-12 0-64 4-8-1 4-11-5 LOADING( SPACING 2-0-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.98 Vert(LL) 0.69 1d4 >477 360 M1120 2491190 TCDL 15.0 Lumber increase 1.33 BC 0.86 V@ -0.86 14 >386 180 M1118H 1951188 BCLL 0.0 BCDL 10.0 CCooddeSFFBC2001/ANSI95 (�plifiedd)0.77 Horz(TL) 0.20 9 n/a n/a Weight:526 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed or 3-9-3 oc purlins. 1-3 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 743-2 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Excepr 5-14 2 X 6 SYP No.2, 11 2 X 6 SYP No.2 WEDGE Left:2 X 4 SYP No.3 REACTIONS (Ib/size) 9=10093/0-10-4,1=13477/0-7-4 Max Horz 1-1 load case 2) Max UpIM load case 2),1=7995(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--26648,2-3--23752,3-4--27355.4-5=27355,5-6=30235,6-7=29449,74-29402,8-9=29279 BOT CHORD 1-18=23935,17-18=23935,16-17=22077,15-16=22077,14-15=30233,13-14=27677,12-13=27574,11-12=27574, 10-11=27673,9-10=27673 WEBS 2-18=3156,2-17=2226,3-17=3652,3-15=7573,4-15=-230,5-15=4095,5-14--2388,6-14=3138,6-13--2200, 6-11=3734,7-11=398,8-11=560.8-1054 NOTES 1)3-ply truss to be connected together with WS45 USP(0.25"x4.5')Screws as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-5-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. 2 Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98;146mph;h=1911;TCDL=5.0psf;BCDL=5.0psf;Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 pplIate ggrip DOL=1.33. 4 i�rovide adequate drainage to prevent water ponding. 5 All plates are M1120 plates unless otherwise Indicated. 6 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6056 Ib uplift at joint 9 and 7995 Ib uplift 8;at 7 Thisitruss deal n conforms with Florida Building Code 2001,based on parameters indicated. Sppeeccial hangers or other connection devices)shall be provided sufficient to support concentrated load(s)1631.01b down and 1028.81b up at 1 and 540.OIb down and 340 61b up at 18.1-4,and 2887.01b down and 1821.111b up at 18-7-11 on bottom chord. The design/selectlon of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads tp Vert:1- --90.0,M=90.0,5-6-196.4,6-9=90.0,9-11=140.9 Concentrated Loads(lb) Vert:14=1631.013-540.011=2887.0 Trapezoidal Loads gIf) Vert:1=93 .9 t -14=-690.7,14-714.3-to-13=-637.5,13-734.7-to-11=722.4 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Continued on page 2 Job toss Truss Type V. , 0016 3a82 GR3 ROOF TRUSS 1 3 Job Referenceo nal -BesFcuss Miami, s Mar i e n u es, nc. Wed NOV e LOAD CASES Uniform LoadsI>) Vert 1- -71.1,3-5=79.4,5-6=146.5,6-9=71.1,9-110.8 Horz 1-3=-81.1,6-9=81.1 Drag:3-4--0.7,46=0.9,5-6--0.9 Concentrated Loads(lb) Vert:14=102$.$13=340.611=1821.1 Trapezoidal Loads(pifl Vert:1=524.4o-14--382.6,14=397.5-to-13--352.5,13=408.4-to-11=401.2 3)1st unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(q Vert:1 if)90.0,3-5=30.0,5-6=136.4,6-9=30.0,9-11=140.9 Concentrated Loads(lb) Vert:14=1631.013=540.011=2887.0 Trapezoidal Loads(plf) Vert:1=9322.9-to-14=-690.7,14=714.3-to-13=-637.5,13=734.7-to-11=722.4 4)2nd unbalanced Regular.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 3-� Vert:1-3---30.0,3-5=90.0,5-6=196.4,6-9=90.0,9-11=140.9 Concentrated Loads(lb) Vert:14=1631.013-540.011=2887.0 Trapezoidal Loads(plf) Vert:1=932.Oto-14=-690.7,14--714.34o-13=-637.5,13--734.7-to-11=722.4 , o ruse nrss ype 0086 3A82� V1 ROOF TRUSS 1 1 Job Reference o r� uest cuss Miami, s r e n _, na Wed Nov 12 UVWAU ZUU3 Page-1- 2-0-0 2 2-0-0 5.000T Scale=1:5.1 1 Ch 2-0-0 2-G.OM Plate LOADING( SPACING 2-0 0 CSI DEFL In (foe) Vdefi Idd PLATES GRIP TCLL Plates Increase 1.33 TC 0.01 Vert(LL) Na - Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 SC 0.00 VertNa - Na 999 BCLL 0.0 Rep Stress IncrYES WB 0.00 BCDL 10.0 Code FBC2001/ANSi95 (Simplified) Horz(TL) 0.00 Na Na Weight:5l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins, 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 REACTIONS (lb/size) 1=47/2-0-0,3=47/2-0-0 Max Horz 1=42(load case 2) Max Uplift1=1 bad case 2),3-41(bad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-38 BOT CHORD 1-3=0 NOTES 1)Wind:ASCE 7-98;146mph;h=19(t;TCD.--6.Opsf;BCDL=5.Opsf,Category II;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2Gable requires Continuous bottom chord bearing. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift at joint 1 and 41 Ib uplift at p�ooint 3. 4)This truss design conforms with Florida Buffing Code 2001,based on parameters indicated. LOAD CASE(S) 1)Regular.Lumberincrease=1.33,Plate increase=1.33 Uniform Loads Vert:1-2-90.0,1-3=20.0 2)CU--Cti ind�Lus ber Increase=1.33,Plate Increase=1.33 ormVert:1-2=79.4,1-3--10.0 Horc 1-2--89.4 Truss Truss Type yWIN AMMCAN INV. 3A82 V4 ROOF TRUSS 2 1 0090 Job Reference rra cuss CU.,m1aml, . 5 00 s r r I 8K Indust9snc. Wed Nov age 4-0-0 2x4 I i 4-0-0 Scale=1:8. 5.00(T2- 1 2x4, 4-0-0 1{{ 4-0-0 LOADING( SPACING 2-0-0 CSI DEFL in (toe) Vdsfl Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.12 Vert(LL) n/a - Ma 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 V n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOS) 0.00 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Simplified) Weight:13 th LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4.0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ib/size) 1=172/4-0-0,3=172f4-0-0 Horz1=11 case 2) Max Upliftl=4M(ioad case 2),3=133(load case 2) FORCES Ob)-First Load Case Only TOP CHORD 1-2-0,2-3-141 BOT CHORD 1-3=0 NOTES 1)Wind:ASCE 7-98;146mph;h=19fl;TCDL=5.0psf BCDL=5.0psh,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Gable requires continuous bottom chord bearing. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at Joint 1 and 133 lb uplift at oint 3. 4) is 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 Uniform Loads Vert:1- —90.0,1-3=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1- -79.4,1-3=10.0 Hort 1-2=89.4 , ' JOW Truss Truss Type INV. ' 0091 3A82 V5 ROOF TRUSS 1 1 Job Reference o nal) cuss am, s r e nus es,Inc. Nov age 5$8 5-6-8 2x4 II Scale=1:12. 2 5.00(i2-• 1 2x4 2x4 II 5-6-8 5-6-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (ioc) Well L/d PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.32 Vert(LL) Na - Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Ve Na - Na 999 BCLL 0.0 Rep Stress Irxx YES WB 0.00 Horz(TL) 0.00 Na Na BCDL 10.0 Code FBC2001/ANSi95 (Simplified) Weight 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-8 oc purlins, 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 REACTIONS (Ib/size) 1=257/5-6-8,3--25715-6-8 Max Horz1=17 case 2 Max UpIMI -1 load case 2j,3=197(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--0,2-3--210 BOT CHORD 1-3=0 NOTES 1)Wind:ASCE 7-98;146mph;h--19(t;TCDL=5.Opsf;BCDL=S.Opst,Category I1•,Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Gable requires continuous bottom chord bearing. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 Ib uplift at joint 1 and 197 Ib uplift at oint 3. 4) Is 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 Uniform Loads _ .. Vert:11-090.0.1-3-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert 1-2--79.0,1-3=10.0 Horz:1-2--89.0 , ' Jobr Tn= ype LATIN AMF V1A JR:F TRUSS 1 1 0088 Job Reference MonaD Best I cuss cu.,miami,Pi. 5. s r e _ .Inc. v age 1-11-6 2 1-11-6 5.00(12- Scale 1:5.12 1 CS 0 i 1-11-6 1-11-64 V Plate LOADING%j SPACING 2-0-0 CSI DEFL in (loc) Well Vd PLATES GRIP TCLL 3300 Plates Increase 1.33 TC 0.01 V LL n/a - We 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Ve n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Cade FBC2001/ANSI95 (Simplified) Weight:5l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-6 oc purlins, 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 REACTIONS (lb/size) 1=46/1-11-6.3=46/1-11-6 Max Horz 1=40(load case 2 Max Upiift1=18(bad case 2), 3=-40(l)ad case 2) t FORCES (ib)-First Load Case Only { TOP CHORD 1-2--0,2-3--37 BOT CHORD 1-3= NOTES 1)Wind:ASCE 7-98;146mph;h=1911;TCDL=S.Opsf,,BCDL=S.Opsf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2Gable requires continuous bottom chord bearing. 3j Provide mechanical connection(by others)of friss to bearing plate capable of withstanding 18 Ib uplift at joint 1 and 40 Ib uplift at point 3. 4)ibis truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular:Lumber Increase=1':33;Plate lncrease-1.33 Uniform Loads 100 Vert 1-2 90.0,1-3=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(Dlf) Vert 1- =79.4,1-3=-10.0 Horz:1-2--89.4 , o russ rtresType Qty Ply LATIN AMERICAN INV. , 0089 3AW V3 ROOF TRUSS 1 1 Job Reference nal Best ruse Miami, . s e n u es, na ov age 3-10-14 2x4 1"I 3-10-14 Scale=1:8. 5.00 FTT 1 i 3-10-14 b 2A ; 2x411 i 3-10-14 LOADING( SPACING 2-0.0 CSI DEFL In (ioc) Wall Ud PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.11 Vert Na - Na 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert TL, Na - Na 999 BCLL 0.0 BCDL 10.0 Code FB 1/ANS195 (Simplified)YES Horz(TI) 0.00 Na n/a WeighL 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-10-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ((Ib/size) 1=16713-10-14,3=167/3-10-14 Mize) 1=113(load case 2) Max Upliftl=-82(load case 2),3=129(1oad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--0,2-3=136 i BOT CHORD 1-3-=0 I NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=S.OpsF Category II;Exp C;enclosed;C-C Interior zorwLumber DOL=1.33 plate grip DOL=1.33. 2Gable requires continuous bottom chord bearing. 3;Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 Ib uplift at joint 1 and 129 Ib uplift at pint 3. 4)'(fAs 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 Uniform LoadsIf) Vert:1- —90.0,1-3=20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(p Vert:1- - 9.4,1-3=10.0 Horz:1-2--89.4 ' Jolf Truss Truss Type . 3A82 V5A ROOF TRUSS 1 0092 1 Job Reference o Best I cuss Miami, . s Mar-25-2W) a nus es, nc. Nov age 5-10-5 5-10-5 2x4 I I Scale=1:13. 3 5.00 FTT 2x4 I I 2 1 2x4 2x4 II 2x4 I I 5-10-5 5-10-5 LOADING( SPACING2-0 0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL Plates Increase 1.33 TC 0.13 Vert(LL) Na - Na 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB BCDL 10.0 Code FBC2001/ANSI95 ( )'� Horz(Tt) 0.00 Na Na Weight 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-10-5 oc purlins, 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 (lb/size) 1=81/6-10-5.4--121/6-10-5,6--34615-10-5 Max Horz 1=1g844(load case 2) Max Uplift4--93(bad case 2),5=265(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=61,2-3=29,34--99 BOT CHORD 1-5=0,"=O WEBS 2-5=283 NOTES 1)Wind.ASCE 7-98;146mph;h=1911:TCDL=5.Opsf;BCDL=5.0psF,Category 11;Exp C,enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2Gable requires continuous bottom chord bearing. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 931b uplift at joint 4 and 265 Ib uplift at Dint 5. 4) Is 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 Uniform Loads Vert 1-0190.0,1-4--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert --78.8,1-4=-10.0 Hort 1-3=-88.8 , JOIJ Truss Truss Type 0017 382 GR4 ROOF TRUSS 1 1 Job Refeencu o ne Best I es,cuss Miami, s mar e nc. W ov age 1-10-11 4-6-1 7-3-7 1-10-11 2-7-6 2-9-6 5.00(fT 2x4 if Scale=1:18. 4 5x6 3 6x14 \\ 2 1 7 6 5 3x6= 7x6= 4x7— 1-10-11 4-6-1 7-3-7 1-10-11 2-7-6 2-9-6 mate LOADING( SPACING 2-0 0 CSI DEFL in (loc� Well Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.04 >999 360 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.05 7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.43 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Simp6tied) Weight:47 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3.4-3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except* 45 2 X 6 SYP No.2,2-7 2 X 6 SYP No.2 REACTIONS (IMsbe) 5=163,1/AAechanical,1=1808/0-7-4 Max Horz 1=268(load case 2) Max Upiffi -1012(load case 2),1=1016(Ioad case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2--3443,2-3=1445,3-4=-0,4-5=112 BOT CHORD 1-7=2983,6-7--2983,6-6--1333 WEBS 2-7=1515,2-6--1699,3-6--1433,3-6--1722 NOTES 1)Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.Opsf;BCDL=5.Opsf,Category II;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 r to girders))for truss to truss connections. 3 Provide mechan(cal connection(by others)of truss to bearing plate capable of withstanding 1012 lb uplift at joint 5 and 1016 Ib uplift at s design orms with Florida Building Code 2001,based on parameters Indicated. joint3 u5Specllagerfsor 1thernectondisad � sffsPetosuppo oncenntratedad(s05sab�oand,71 on bottomidesi l� cconnection resPonbil 8Y LOAD CASE(S) 1)Regular.Lumber Increase=1.33.Plate Increase=1.33 Uniform Loads Vert:1490.0,14-20.0,5-7-336.8 Concentrated Loads(lb) Vert:7=1059.0 2)�ormnd:Luer cease=1.33.Plate Increase=1.33 Vert:11--%.3,1-7-10.0,5-7=169.2 Horz 1-4=87.3 Concentrated Loads(lb) Vert:747.1 ' Job' Truss Truss Type LA I IN AMEMCM INV. . 0053 3A82' J7C ROOF TRUSS 1 1 Job Reference o ona Seat cuss am, s r i e n u es, nc. aNov age -1-5-0 7-2-12 1-5-0 7-2-12 3 le=1:16. 5.00 FIT 2 I' 4 3x4- 7-2-12 7-2-12 LOADING M SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL �0 0 Plates Increase 1.33 TC 0.79 VIM n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.20 Ve 0.33 1 >65 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We Na BCDL 10.0 Cade FBC2001/ANSI95 (Matrix) Weight:25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N o.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 10-0-0 oc bracing. REACTIONS (lb/slze) 3=28S/Mechanical,2--558!0-7-4,4=69/Mechanical Max Horz2=353(load case 2 Max UpOft3=-289(load case ),2=513(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35.2-3=96 BOT CHORD 24=0 NOTES 1 Wind:ASCE 7-98,146mph;h=19ft;TCDL=5.Opsf,,BCDL�.Opsf,,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 3 Provide mechantcat connection(by others)of truss to bearing plate capable of withstanding 2891b uplift at joint 3 and 513 lb uplift at oint 2. 4) is 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 Uniform Loads(pif) Vert:1- --90.0,2-4=-20.0 2)CC-Crf Windorm : Irnxease=1.33,Plate Increase=1.33 Vert 1- -1172.1,2-3=77.4,2-4=-10.0 Hort 1-2--182.1,2-3=.87.4 • Job mss Truss Type Qtyy '3A82 J76 ROOF TRUSS 1 1 Job Reference(optional) 0052 Best nJss am s r e us es, nc. v ge -1-5-0 7-2-3 1-5-0 7-2-3 3 le=1:16. 5.00 FI 2 4 3x4- E 7-2-3 7-2-3 LOADING( SPACING2-0 0 CSI DEFL in (loc) Vdeft Lid PLATES GRIP TCLL Plates increase 1.33 TC 0.78 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert 0.32 1 >67 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:251b 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 10-0-0 oc bracing. REACTIONS (Ib/stze) 3=286/Mechanical,2-556/0-7-4,4=68/Mechanical Max Horz2=351(bad case 2) Max Upiift3=-28 (load case 2),2-512(bad case 2) FORCES (1b)-First Load Case Only TOP CHORD 1-2--35,2-3--95 BOT CHORD 2-4--0 NOTES 1 Wind:ASCE 7-98;146mph;h=1 91t TCDL=5.OpsF BCDL=5.Ops,,Category II;Exp C;enclosed;C-C interior zorwLumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to buss connections. 3 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 287 lb uplift at joint 3 and 512 ib 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 Uniform Loads vp Vert:1- !90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads A72.1,2-3--77.4,24-10.0 pif) Vert: 1-2--172.1,2-3=77.4,2-4=-10.0 Horz:1-2=182.1,2-3=-87.4 o niss Truss Type ply TIN ' 3A82 J213 ROOF TRUSS 2 1 Job e n 0039 us Best I�� Miami, s r nc. ov age -1-5-0 2-4-12 1-5-0 2-412 le=1:7. 5.00 Fly 2 1 4 3A14_ 2-412 2-4-12 LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Ve LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Verxn) 0.11 1 >192 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ib/size 2�1�nniicsael,2--34110-7-4,4=20/Mechanical Max Marc Upliff2--486(l)ad case Max Grav3=29(load case 2),I341(load case 1),4=20(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-81 BOT CHORD 2- NOTES 1)Wind:ASCE 7-98;146mph;h-19(!;TCDL=5.Opsh,BCDL=5.0psf,Category 11;Exp C;enclosed;C-C interior zone;Lumber DOL=1.33 Mar grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 33 Provide mechali connection(by others)of truss to bearing plate capable of withstanding 486 Ib uplift at joint 2. 4 This truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)RegularIL dbe �crease=1.33,Plate lncrease=1.33 Us Vert 1- 90.0.2-4--20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plfl Vert 1_V--172.1,2-3=79.4,2-4--1 0.0 Hort:1-2=182.1,2-3=,89.4 Jog Truss Truss Type yLA FIN AMERICAN INV. 3A82 CJ7B ROOF TRUSS 1 1 Job Reference(oplione 0010 Best russ Miami,Pl. 6 00s Far-25-M 1-19117e u es,Inc. Wail Nov age -1- 4 -1-6-5 3-9-12 7-8-3 0-1-9 1-6-5 3-9-12 3-10-8 2x4 I I Scale=1:18. 5 4 4.64(T£ 2x4 3 7 2 6 3x4- 3x6- -1-6-5 7-8-3 1-6-5 7-8-3 LOADING( SPACING 2-0 0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL �00 b0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) 0.20 1 >113 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight:36 Ib 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 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob(size) 2=430/0-7-13,6=520/Mechanical IMmc Horz2=337 bad case 2 Max Up[hV-- case ),6=-418(bad case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-7=29,2-7=30,2-3=404,3-4--B4,4-5=-17 BOT CHORD 2-6=335 WEBS 3-6--363,4-6-286 NOTES 1)Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Ops,,BCDL=S.Opsf;Category Ih Exp C;enciosed;C-C interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 3;Provide me 11 ai connection(by others)of truss to bearing plate capable of withstanding 405 Ib uplilt at joint 2 anis 418 lb uplift at int 6. 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 Uniform Loads Vert:I- =90.0 Trapezoidal Loads(pif) Vert:7=-0.0-to-5--1728,2--l.7-to-6--38.4 2)C-C Wind:Lumber IncreawR1.33,Plate Increase--1.33 Uniform LoadsIf) Vert:1- -172.1 Horz:1-7=182.1 Trapezoidal Loads(pit) Vert:7=82.1-to-2--89.4,2=-5.7-to-4=153.6,4=248.8-to-5=254.9,2---0.8-to-6=-19.2 Horz:7=-82.1-to-2=90.3,2=4.9-to-3=-77.2,3=77.2-to-4=172.2,4=267.3-to-5=-274.1 • Job Truss PUSSType (XY LATIN AMFRICAN INV. ` 3A82 VA ROOF TRUSS 1 1: 1 0051 Job Reference o na cuss am, s r e n es, no. We v age -1-5-0 6-11-3 1-5-0 6-11-3 3 le:3/4"=1 5.00(T£ 2 4 i 3x4- , 6-11-3 6-11-3 LOADING(psf) SPACING 2-0-0 CSI DEFL In (loc) Well Idd PLATES GRIP TCLL 30 0 Plates Increase 1.33 TC 0.71 Ve LL n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.18 VerTL; 0.27 1 >78 180 BCLL 0.0 Rep Stress Inca YES B 0.00 Horz(TL) -0.00 3 n/a n1a Weight 24 Ib BCDL 10.0 Code FBC200VANSI95 ig 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 10-0-0 oc bracing. REACTIONS (Ib/:% 3=274/MechanW.2--543/0-7-4,4�6/Mechanical MMax Horz2= load case 2 Max UPII113=-27 case 21 2=508(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3=91 BOT CHORD 2-4--0 NOTES 1 Wind:ASCE 7-98;146mph;h=1911;TCDL=5.Opsfi BCDL=S.OpSf;Category 11;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders for muss to truss connections. 3 Provide m connection(by others)of truss to bearing plate capable of withstanding 275 ib uplift at joint 3 and 508 Ib uplift at Ig2. 4)`Phis 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 Uniform Loads Vert:1-090.0,2-4=-20.0 2)�orm Loads Lumber Increase--1.33,Plate Increase=1.33 Vert:1-9- 72.1,2-3--77.7,24--1 0.0 Hort 1-2=182.1,2-3=47.7 :JOB Truss ype yV. 3AM8'," J5B ROOF TRUSS 1 1 Job Reference o na cuss Miami, � 8 Mar 25 2003-9 1 enues,Inc. wed NOV age -1-5-0 4-11-3 1-5-0 4-11-3 1:11. 5.00 rT2- 2 1 4 3x4— 411-3 4-11-3 LOADING( SPACING 2-0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL Plates Increase 1.33 TC 0.49 Vert(LL) nYa - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Ve 0.08 1 >355 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzM) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 (Matrix) Weight 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ib/size) 3=175/Mechanical,2--44210-7-4,4=46/Mechanical Max Horz2=27 load case 2) Max Uplift3=1 case 2),2--477(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35.2-3--59 BOT CHORD 24=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19fb TCDL=5.Opsf;BCDL=S.Opsf;Category Ii;Exp C;enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders)for truss to truss cnnecUons. 3 Provide median connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 3 and 477 Ib uplift at nt 2. 4) Is truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD qq CASE(S) 1)RegulaLoads( r Increase=1.33,Plate Increase=1.33 UniformVert 1-3-90.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 UniformLoads -11 Vert 1- 72.1,2-3=79.4,2-4=-10.0 Horz:1-2=182.1,2-3=-89.4 Jobr Truss Truss Type INV. 3A82 J3C ROOFTRUSS 1 1 Job Reference o coal t>o43 rugs m, . s r e n u es, nc. Wed Iq0—V12ge -1-5-0 2-11-3 1-5-0 2-11-3 le=1:8. 5.00 FfT 2 1 4 1 3x4_ 2-11-3 2-11-3 LOADING( SPACING 240.0 CSI DEFL in (loc) I/defi Lid PLATES GRIP TCLL Plates Increase 1.33 TC 0.49 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.12 1 >184 180 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001/ANS195 (Matrix) Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC71ON3 Ib/slze 3=60/Mechank;al,2=36610-7-4,4--26/Mechanical Max Horz2=199(load2 Max Upli t3=-25(ioad rase 2),2=471(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3=-82 BOT CHORD 24=0 NOTES 1 Wind:ASCE 7-98;146mph;h=19ft;TCDL=5.0psf,BCDL=5.Opsf;Category 11;Exp C,enclosed;C-C Interior zone;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girders))for truss to truss connections. 3 jProvide mechanfcaI connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 471 Ib uplift at oin4)`this truss design conforms with Florida Building Code 2001,based on parameters Indicated. LOAD CASE(S) 1)Regular.Lumber lnerease=1.33,Plate Increase=1.33 UniformLoads Vert:1-3--(- �.0,2-4=-20.0 2)C-C Wind:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads 9- 72.1,2-3--79.4,2-4--10.0 pif) Vert:1- --172.1,2-3=79.4,2-4=10.0 Horz 1-2=182.1,2-3=-89.4 ' J06 ruse ruseype y . • 1 0035 3A82 AF ROOF TRUSS 1 1 Job Refererxe AMS e ruse Naml, . s e n u es, nc. Wed Nov age 3 -1-5-0 0-11-3 1-5-0 0-11-3 Scale=1:5. 5.00 FfT2 0 4 0-11-3 X — 0-11-3 LOADING(asf) SPACING 240-0 CSI DEFL in (loc) Udefl Idd PLATES GRIP TCLL �0 b Plates Increase 1.33 TC 0.39 Ve LL n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Ver�TL; 0.05 1 >377 180 BCLL 0.0 Rep Stress Incr YES < x.00 Horz(TL) 0.00 3 n/a n/a Weight 5 Ib BCDL 10.0 Code FBC2001/ANSI95 ig LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (ib/size) 3=4M/Mechanical,2--IMO-7-4,4=910-1-8 Max Ho22=126(load case 2) Max UpUft3=414( case 1),2=-527(k)ad case 2) Max Grav3=200(load case 2),2=308(ioad case 1).4=9(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2--35,2-3--92 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98;146mph;h=191t;TCDL=5.Opsf;BCDL=5.Opsf,Category II;Exp C;enclosed;C-C Interiormne;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girdar(s for truss to truss connections. 3 Provide me connection by others of truss to bearing plate at joint(s)4. 4 Provide mechanical connection�by others)of truss to bearing plate capable of withstanding 84 Ib uplift at Joint 3 and 527 ib uplift at int 2. 5)This truss design conforms with Florida Building Code 2001,based on parameters Indicated. _ LOAD CASE(S) 1)Regular.Lumber Increase7-1.33,Plate Increase--1.33 Uniform Loads Vert:1-390.0,2-4=-20.0 2)C-C Wind:Lumber Increase--1.33,Plate Increaser-1.33 Uniform Loads Vert:1-0- 72.1,2-3--79.4,2-4--10.0 Horz:1-2 182.1,2-3=-89.4 � ` >tie�ryt,,.srrr�7bst 'x s base t ,yot�tl �INGiz„ Aril l 01. F �y Y ��)ti� Rw�kl l TYi��II�IY I.VEI�I he ae 5x ,v,�8r��"?��ta'� �R�,�i�i74t��!✓L•!�[5�� l�M..,�' 4y3 �yt,his�yilpbo��k�EGt�ll�li �� ` Irk WIG� t1 '.Ilis�ly' >�e�al�rnrAseirlgha ptr��l ;�K r:R�4i� t�+lEsi §i•2�}� ''.� Y ,-4 �� ac. � �ilt�it �`�. Tl�MFf da,+ �Ig�1tO t�tt`k1t�tdre�� '�� "�# `� ` e. I� ,i#1': � ��k�re�r>falla�►`ii�stru�cttari�c+�uid,reed�. r>' r +� u 'a img�to s+trr� turet� ie� i iti� ry at draag tistc�iir HIB-91 Summar Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INSTITUTE 583 D'Onofrio Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES® Madison,Wisconsin 53719 (808)833-5900 It Is the responsibility of the installer (builder, building contractor, licensed personnel Inthe woodtruse Industry,but must,duetothe nature of responsibilities 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 disciaims any responsibility property,,The installer must exercise the same high degree of safety awareness as for damages arising from the 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,and others. beirderpreted assupedortothoprojectArchftect'sor Engineer's design specification Copyright®by Truss Plate Institute,Inc. All rights reserved.This document or for handling,installingandbracingwoodtrussesforaparticularrooforfloor.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. 1��"IQNK Iti br>' c n e told cool ea {q 4A19N:T+„ hillcar iall lw� rrir�lla �� +aad F, , ! l 7 ��f�+ � �y��atly�I�S1Ca►t��_��t�;rlyyyitc� $a,1��,3«��' �w,"111�y�,�}�' yry�y��J�1'��'1� t �J4(; _Yk t�7Ki£` �ILIl1�7le � 47!`t9' 5 ya strtr� suf"'S , Whwlrw-W0, i jibcdatlon fttr I Iandling� ��2 r F k veil 'alaceielr�►r ler . dilliui ,T ��AI i,{ aarittefteda�5 ��ilw 'aa!l�netatpi .. §yNa ... h:1? S'y74 ;' � Cki l k SII .40 ct irViv:. 10 - 2 ;.. � �� ,sil�rta�c� �Itia>ych eduld' n 8'-10, Trussesstoredhorizontallyshould 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. WARNING',-'Do,not break banding until inetalla- DANGER-Do-not.store bundles upright unless tion begtne or iif t bundled trusses by the bop*i properly bCaced, , DANGER:Walking on Wusees'whlch aire lying WARNING:Do not use damaged'truases, flat is extremely dsngerousnsri lehouldbestrictly prohibited. Frame 1 wg ''^" a a' het [y�?. ■y6 a C 'i '��/�' �,��[�rj�ryy[�[ r- (}■/`y;�,, ps.�sr�q tpt,,y�, x:;- ' 'tiT IN ��I+••Ris +4 T�3T'T��2+.�RY�� y �y. .�.T��q�C�f 4l. j t�'" '� n..A��iF:R�!'R'RA �-�4Yi'-.�� i�11�T�Ilf�� 7F.wr��r. 2 a�� z'>t'g .,� ....�. KP....•-I'.,.., f"t j � b... 1 ,�.,� _x 1 1 ill t3€0 3 1 1 1 i O i IjII III IIkY II I. t133 I or less less Tag Approximately Approximately Tag Una '/z truss length -/2 truss length Une Truss spans less than 30'. Ufting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as S readerBar slings,chains,cables,nylon strapping, p 10, Toe In Toe In etc. of sufficient strength to carry the �— weight of the truss.Each truss should be set in proper position per the building designer's framing plan and held with Approximately i Approximately the lifting device until the ends of the {� 4 '/2 to 7/s truss length truss are securely fastened and tempo- Vs to V,truss length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Une Tag Une Strongback( Spreader Bar SpreaderBar Toe In Toe In At or above mid-height i• F Approximately ApproximaRely � i� '/2 to%truss length ih to 3/,truss length Less than or equal to 60' Tag Tag Greater than 60' Une Una J �� (rrr + 1M11av+lr IISIi + � t ti�sta�ltiar � _ z 3 i• � h j,{� i s,py may! t ')gjx,�Y ,y■(c��y.. 3 T, a,. [�.•r '; 4` ':Y ✓_ o a x '• ` ra�irirr` Ir��i , � dire Ttg @rirl �� riI �rd € � F► k "-2..,_ .�....5 �,5. �...9 i 3..4,E. n�'V t �D '�-•-. t�t�,c�►tt��Gpr��rt� yf��3�F�if��orrytc�,�` 1�� 1}�s ��°� � t �rf �� #M1N ��, MaM� Y� , M �R�.lIIY� V' S,,i. 1:�7t�6 I'i.«- ^r� z'� � y a•y;:-E � :3 - i i D i;v.N..E:,.•ii i'� '::k:3:... ?:;i:n rt.:.�:i.. .f ...N.t:.: E...UL.Eq:...l i.i,4�l&k1Y...11 £RUNRAC�I�iG'BUIL�I"'I?IltlfaiylrTli `ai ; p I,N li �ilp �IIF �ORI` h.:N+.:.n.E�x:�tt..{Tni�n.,: QaD Top Chord Typical vertical End Wall- 79-attachment Plan Blocking at brace ZTo Chord G1 y around Brace verticals(G13V) Ground b►aoe i dleg—onale(08 9 r rt a ujw Ground bracep x vertical(GBv) s CJ 4 l } Ground c r Note•2nd L Strut round� �T) g stake �k ` a Driven TYp hwtzoMal tie smmber with - L tuttfoor ground stakes% multiple stakesAL (Hl) CAUTION: Ground bracing required for all installations. Frame 2 ss I s3i�II (�i IIS. n s I II si YE�1 n fw 12 9 or 4 greater I Up to 32' 4 12 8' 20 15 Over 321-48' 4/12 16' 1 10 7 Over 48'-60' 4/12 1 5' 1 6 4 Over 60' See a registered professional engineer OF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Flr z ::ti�>-fin Continuous Top Chord a £t All lateral braces Lateral Brace—� lapped at least 2 Required y trusses. 10°or Greater Attachment Required iD ? •q � �. Topehordethatarelaterally braced can buckle togetherandcausecollapselfthereisnodiago- 3 „ nal bracing.Diagonal bracing should be nailed to do underside of the top chord when WHIM are attached to the topside of the top chord d. ► �e i � 1 �'jrrir5��; � �yyr�R fr � � ' x�`2 � �� w ;,i � : � r ..� u ��'�„�� v'a�•f��`f��yxlx �`h �,�.: }``;��,�Y �^ r k� k"� x y� '�5., T„a�;,r�„,. ..,e�t2�s�..*� x,�x,;,h r a a..�> ?—.. � „✓r,-Rs � z 'k tZ P rYlll II �l Ih i OI i t I Esiis{I{n r i Es tlbu {, s t{ s u t III II I IN $ /� �Spl{I i ��i a Il��F� . � ��,►C�ND(L� � (Ii�� u'HIiI",' r— �� I,{'�i�i N4 II'�I�'t �jj'6 II ll I s U I I�4t}1U;�i lilt4`t 1 i 11 in rcxxi4�I'gjx�ii�sa I 1 1ki�i. q 1 u A;,. �' P.F. - Up to 28' 2.5 T 17 12 F` Over 28'-42' 3.0 6' g 6 Over 42'-60' 3.0 15' S 1 3 Over 60' See a registered professional engineer .,OF-Do uglas Fir-Lerch SP-Southern Pine HF-Hem-Fir SPF-Spruce*PUe-Fir Continuous Top Chord Lateral Brace All lateral braces —� Required lapped at least 2 �— trusses. 1 o°or Greater ' Attachment Required ^ �f h L � g�k Topchordethatare laterally braced can buckle 9 t3 togetiwrandoausecoliap"Ntherelanodiago- nal brach.Diagonal bracing should be nailed to the underside of the top chord when purlins ` xa g a r 'dry are attached to the topskie of the top chord 3 UU^dt 3 E 10EW.U�. Miss. Frame 3 12 --1 4 or greater SPa I PilH, ff�' aulBsee] Ilip!n:�Illll!I,I.N I!w!.{k... '....!>Fib!I I! t '�',uN,�iI�43I�(.I:.'.I .+�:. yilli.!tPFLUIE,12ii. up to 32' 4/12 15' 20 15 y. Over 32'-48 4/12 1 15' 9 0 7 Over 48'-60' 4/12 1 15' 6 4 f s _ Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine a4 HF-Hem-Fir SPF-Spruce-Pine-Fir ;} -- All lateral braces tx lapped at least 2 R. trusses. P p � � Bottom chord diagonal bracing repeated at each end of the building and at same Di ' i` spacing as top chord diagonal bracing. , •fr�,i`- �''�. a-p��.� .13��C�f�cb c6," >A�V�ft�� { �'�x a�� _ '�tF.' F a 3,f�w``��t '��S9 �`�` 1 i m3 A Cross bracing repeated �o at each end of the a� building and at 20'ee ° = � Intervals. a � , !0 � � Permanent continuous lateral bracing 'q as specified by the truss engineering. 45° s �� t � xk. � �1K Frame 4 . Top Chord 1111 a Lateral Brace Required Topchordethdare laterally braced can buckle togetin@r8ltdea►IE@00118p8eNew"htnnodisgo- 10`Or Greater nal bracing.Diagonalbred should ba nailed Up to 32 30" 8 16 10 to the underside of thetop chord when purlins Over 32'-48' 42- 6' 6 4 are attached to the topside of the top chord Over 48'-60'1 48" 5' 4 2 over 60' 1 See a registered professional engineer Attachment OF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir 20'!DQ toTru s) $ SpF/HFA 2�oc. 30-or greater * S vtThend diagonal brad ` . d 7x for cantilevered iends aretrusses must be ust be dtrpplaced on vertical e truss system. , webs in line with the support. pU t:x 1ukE . i rn.�U,a,roU.Mx',UUIEai yE a i!:.UIIn NxE (`,j W' E EE tContinuous ua �wwwx Top Chord Top chords that are kdarally braced can buckle Lateral Brace togetherandcausecollapselftheraMnodlago• Required T nal bracing.Diagonal break*shouM be nailed I to the underside of the top chord when purlins. 10°or Cheater are attached to the topeide of tho top chord Attachment Ale � Required 3°'% .31/2° F Trusses musthave lum ber.oriented in the hors- � a` �ri zontal direction to use s .. r, - this brace spacing. t t stablHty and must be dup ^� ,, �� both ends of the truss syslem. � � },�� = ► Frame 5 e Y. 12 I(� �� flth !, great er3 carter i C 8� "�F B�AN� PATCH t �� IINIWNiIt iII Nt q� P�KCINB t ltrus �tk 8• If 'SPD ,...x:,;..SP, HF!,:, Up to 24' 1 3112 18' 17 12 Over 24'-42'1 3/12 7' 10 6 \ Over 42'-54 1 3/12 6' 6 4 Over 54' 1 See a registered professional engineer ` a DF-Douglas Fir-Larch SP-Southern Pine v . HF-Hem-Fir SPF-Spruce-Pine-Fir 0�y ryo ; ` All lateral braces s rk ty kf . lappets at least 2 trusses. Diagonal brace f M also required on ��'��; end verticals. ; s � ? Corrtinuous Top Chord int, Lateral Brace h� of it Jaz'' Required Topchordsthatarelaterally braced can buckle togetherandcauseooaapeetfthereloiwdiago- nalbracing.Diagonalbracingshouldbenailed , }s"�� y, y 10aorGreater to the underside of the top chord when purnns �M1 �l f t u° are attached to the topside of the top chord r•p a5 f m a yS r- +�`, 'A �� b� Attachment a ! ttt IVIt�NO TRUS$��' � �Y3 Required wd: f ;. {yr� �R'in 3 F3 R A TAEr"LA`TI, '''':TCJL'ER '�i" Bow ...h:t, �IIIIII6 FJ€F'HI�4Ii at,„ilihxw. .2R, 1 bta{IIIIi Length LM) x'11'11N"IE i N II(k, PLUMB t, ...........................:::::::::::�• D�In){ D/5o h /N)1 4 Leser Of 12" 1/4" 1' ± Lo0or2" 24" 12" 2' 36" 3/4" 3' " 1" 4' i 60" 1-1/4" 5' LQn) LQn) — 1 72" 1-1/21 6' l 84" 1-3/4" 7' l 96" 2" 8. Truss l 108" 2" 9' .......... ................. ........ ......... ........ ........ Depth :.:::::::::::::::::::::::::::: DQn) Lesser of LJ200 or 2" I Lesser of D/50 or 2" L''n 201' �Il tt'r Ali{ tii�' LJ2 L ft Maximum Plumb9 4" 4.2' 200" 1" 118.7' Misplacement Line 100" 9 2" 8.3' 250" 1-1/4" 20.8' 150" 3/4" 12.5' 300" -i 1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. AL DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description beplaced? A& on unbraced trusses. Frame ell # gib, f MID'' ,7F=Y N'E jTf ,�' ih �+; s$ -�i'=�z _�: F .<-, -�.„- ID 3� s`a;v_ � i' ' �__=11, .� i•h: .ai��.- �`9� .r - � 1'1� ��i'i � <u ♦ ;i� d¢ r -3.: �rt, � § if a I;, �� :�-�( �� »:W .h.�; i!i :6 s""."9'd�: � +r�' moi' �t� @:;j3. q`f% F�et1.'-A; x x.` 1' s`zi a w• `°1.� 1, :a"` H Ji+a• �:- a: P: � h't� y +tr{�k ;1, k ar rK '.p tit„ � 5.$� ' i.i f'. �• a �� "1 �' �'. .-5�. q;r i a:6 _''!��, t .¢=n s;i� `�'. f ' t F '.:F�O ti�:�'I? %1 �.`} � iii :��i. 5 ..::.� t: � .. .' ,-.... .4i '.uQ 9 : f�4 t•'. �.hi 1. `+�F}i � ,M1�:"� 'Y, i.�.. V ..tib y i A at APPROVEM P ; PST 1.1 T1rf5 remmsj-ha Nafm ofAta Vlance Nad-12 0. 7.Which.wu how Ott .. " . h: carmemmu dwdW to SM604.2, of this,NoHft ofiia doWSoW tooemply wft IN F .. W Y,4g.. F 1994 B41daft tir Mtt. r.: kc3d0nS whm dmgcluRl 2. PRO Woo-4 1 �M b In "Ply .rb11 i "Wow:Dmolfts-Nm HWJJU&WWLl by. . 1 1, ' 3. Ja w r en 1991 n logs amft 4 UW44JUATION 4 LASSUNC CkY.S014 Md. the B , m. . pis i err Sty: �6cUwe.. t rl . , 1 `s� l�te�a�f 1�► Ay OtIW&a Cot CaWi&SoM PCW Vie: Ce.nudl-ExOrnlloar ptoduct-cmdral Division 2 IM It 7T7=17TENT ll '"kii, i. t:- sit.' ir'Gd 7 BI'iib f$d' -� '.Y j_ f.'An4a � .& ,'gt'7F, k' t - FO.. � - 1,`<i -•..L a 'e'=' xi. �+"- p= � :i`p, � t+� ,�x, ia'r] xF-•' b t- e,aet K�� .at :.b� t � #}fl "tai fi{`'.c. � 'S>~. �. •i,k w;f.�,i,5x e i i•(� ' -i e:,i tr iMi.' +At • stn v^.7s� 4as 'E:e :'.k e_ „+a��u.s k''.`. i� i•':'8�f ;t. i� �tqn iia 1. v `;:^ i tial. 'wt xw,^assr � ".�� K�(' n a k:.�. :� i.' 117 1` 'ft*, v.tk .): -SW,0'f P A t; :i;.. k "f`x i u 1 is J F'i t� i'-1. F iro �<W� 4; X � �., � i;F �'.. tom. '#' d:,•@ i'!.,:_ m. I'l IT a1 12l. Ko �,•:=;4 P� I.i' F'11? �- �.�- S` � o.- tl= �5''. a. 1 1 ?`i '{:l '4 i d e 1Ri� 9 a ,j� f.t Y�I'i ,. it mot i y� 4UM aim # + 40 ASM FRaw ` it ► lir *; .. em It T t t .Tw.r r,tow ow.N]s mt 40 Win! .�� :... ... ;. moi• �� J' SHMT TEW 040*r POW 4000 i to it i1 wistimi jir LRS tiNPT a, e a ii - a. 1 ' 14 Kwafty. SIM .. ..... am ova '�' .. - _ t 910m wus. b Set a 40 noWPA .Rpm I N't: IB'4f 9ffi>L ice! X10 X80 ""� 1: H : on& <&61aP,ift L W4 C mm Sw � S#�ilF �.� �'!• .. _ �ge!� Edi, _ vowle omot 40 at wx SAM"m err tom. Ir6m mumm F AC MOUNT . L Ana T*VPICAL Jul; gar M64�UAUA davot. W. a.=U:L*,ALL -sum YEW 6 low.afiwi . 4. rpr, f 10#f . . mow'm�.. �: o W.,POP" Tomcat WN .. VA Llift X41 $ 94 .. 4 3: :ml ! a° Tom, fteft wmtwuk S' t ' Q 4� 1! 1! IAF $d I. c'a ug go t lot ' E is 4r *10 #h_ 7 0 4 Lid n � :' ate- t: .. �.�� • " ' �<-. �•�� FACE MOUND MRS4 M I A M MDADE MIAMI DADS COUNTY.FLORIDA - METRO-DADE FLAGLER BUII DINO BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WFST FLAGLER STREET.SUITE 1603 PRODUCT CONTROL DIVISION MIAW FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2909 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 riot be valid after ft expiration date stated below. The Miami-Dade County Product-Control Division (In Miami.Dade County)andlor 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 meaner, 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. BCPRC 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 hereon,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,SULIR,HSULM THASL/R&THA. APPROVAL DOCUMENT:Drawing No.DC2301,sheets 1 through 5 of 5,titled"Truss Hangers, LUS&HUS Dangers,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 sealed by J.M. Gilstrap,PE,bearing the Miami Dade County Product Control Reamal stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dace County Product Control Division. MISSILE IMPACT RACING: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 Approvert",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 natively 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 shalt 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 n at the job site at the request of the Building Official. This NOA revises NOA#00-0512.06 and consists of this page i as well as approval document mentioned above. The submitted documentation was reviewed by Candido F.pont PE. NOA No:02-0719.02 Expiration Date:June 20,2008 Approval Date:April 17,2003 Page 1 Simpson Strong Tie Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A DRAWINGS 1. Drawings prepared by Simpson Strong Tie Co.,Inc.,titled"Truss Hangers,LUS&HUS Hangers HHUS, HGUS&HGUQ Hangers,SUR/L,HSUR/L&THASR/L Hangers and THA Hangers",Drawing NO. DC2301,sleetsl through 5 of 5,dated June,2002 with no revisions,signed and sealed by J.M.Gilstrap, PE. B TEST Test reports on wood connectors per ASTM D1761 by Certified Testing Laboratories,signed and sealed by R.Patel,PE. Report No. Wood Connector Direction Date 01 CTL 1600 G HGUS 28-3 Down&Up 01/10/02 02 CTL 0182H&01039 HGUS 28-2 Down&Up 01/30/02&02/!8/02 03 CTL 0095 H HGUS 26-2 Down&Up 01/30/02 04 CTL 1519G&01038 HGUS 26-3 Down&Up 12118/02&01/30/02 05 CTL 1477G&1600G SUL/R 26 Down&Up 12/06/01&01/29/02 06 CTL 0136H&0182H HSUL 26-2 Downward 02/07/02&12/03/01 07 CTL 1477H&15540 HHUS 28-2 Doom&Up 12/03)01&01/02/02 7 1 08 C 12/1 /0 &12/03/01TL 15190& 1477H HHUS 46 Down&Up /08/02 09 CTL 0136H THASL 219-2 02/08/02 02/08/02 10 CTL 16000 THASL 218 Downward 01/02/02 it CTL 1554G HGUQ 26-2 Down&Up 02 12 CTL 0269H&1554G-1 HGUQ 26-3 Down&Up 01/02/02&01/30/02&03/11/15/15!01 13 CTL 14450& 1554G HGUQ 28-2 Down&Up 11/28/01&01/22/02 14 CTL 16000&1445G HGUQ 28-3 Down&Up C CALCULATIONS Report of Design Capacities prepared by Simpson Strong-Tie Co.,Inc. Product Model No.of Pages Date Signature 1. HGUS Series 1 through 6 04/1 UO2 J.M.Gilstrap,PE 2 SURAL Series 1 through 5 07/11/02 J.M.Gilstrap,PE. 3 MUL 26-3 1 through 5 07/11/02 J.M.Gilstrap,PE 4 HHUS 28-2 1 through 5 07/11/02 J.M.Gilstrap,PE 5 EMS 46 1 through 5 07/11/02 J.M.Gilstrap,PE. 6 THASL Series 1 through 6 06/20/02 J.M.Gilstrap,PE 7 HGUQ Series 1 through 6 06/18/02 J.M.Gilstrap,PE D STATEMENTS 1. Code compliance letter issued by Simpson Strong-Tie Company,Inc.on 03/25/03 signed and sealed by 1. NL Custmp,PE. L No financial interest letter issued by Simpson Suong Tie Company,Inc.on 09/06/02 and signed by J.M. Gastmp,PE. 3. No change letter issued by Simpson Strong Tie-Company,Inc.on 01/15/03 and signed by J.M.Gilstrap. Candido N Font PE. Sr.Product Control Examiner NOA No 02-0719.02 Expiration Date: June 20,2008 Approval Date: April 17,2003 - E-i SURAL, HS�JRAL9 & T11AS 1]L 1H angers 1•._ Z�I�16p 1%a" 13/a" 1314 .o • O o o. v O p a 61 16. 4t5/is • O � ' 9 • 0 • r 5/4 a B 2" 19/�s" B=2�/s" THASL218-2) B'13�" a MIN. (4)10d NAILS INTO HEADER HEADER HEADER TOP OF HEADER JOIST � o pdd� 1 � pp�dji •1 / SQUARE 2 CUT JOIST 45° JOIST PLAN VIEW OF THAS LINSTALLATION R SKEWED .HAN CEF7S SUL R & HSUL R L, INSTALLA TION MODEL NO. GAUGE FASTENERS ALLOWABLE LOADS HEADER JQIST (!P FT_. 133 FL 100 . SUL 26Z3 16 6-16d 6-10dXi 1/2 '! HSUL/R26-2'i 14 12-16d 4-16dX% 1/2 585 1315 THASL/R218' 18 1 18-10d' 4—I0dXt 1/2 — 1250 THASL/R218—:e 18 1.18-1Od' 4-1601 1/2 — 810 1. A minimum of (4)104 Nails must be nailed into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable load is based on a minimum of 2" thick header 4. Allowable load is based an a minimum of 2" thick joist 5. Joists shall be made of lumber with a SG-0.55 or better SIMPSON STRONG—TIE. INC. 1720 COUCH AR. MWNNEY. TX 75069 (J TEL:(800)999-5099 Dw #: DC2301 Date: 6/02 Scale: NTS Dwg by.DSB Chk by. JMG Sheet ,- OF 5. � ®®IYOHI■�I ■ �"�� mm(?�Pj�n.• �GLE :BU.ILDI.NG BVILMSGCO®i»'+COR►!PLIA?►'CK - y•'+I�'[��C7r'!$7$:•:t=`I:r'll�lii<!t Uri Wd tr t f ucu i�Qm ny ifu -arieiErN sl id �E'..+i[�.fax::Spy t �»�•y�� x t �3��-:..�� Aft t9 t lrc.Vpas)mon Ytt#r' pliDiCatai�n:flair.„'�`�$ic '+of Ae 'litl �+ ti ia , ruder hapter g of the ode'+af D ,sm d .6uniy,-govem6i theuse oe.*A "zite: tenets stri*tioti;:fid c6iii aletely`:t ri d io..D S ii+ i a m iier�cli�tfi r6r;ria eptt�ric :.b :tfte+:4th i-t3�rde .do ow�uiidiu c .�o�ip-li�r t �:ffi : � Q .�irider.ttic:corar yEi ins p i ieil. ii "Ibis SDA r i c It r:tli t+�rpir iti+ rt'+ t st tcd' t } :: B'CC* r+E rV thd.:r.t* to. uree-this rt duet or`rnat r il:at.a�i .ti►�i : fratri. j i t t:i nut`a iter r' : i1 i fne,cluaa ty c*otntr6 fftthl.-- If this D uct:ter:material:fids:.to f-r Vit.Ag apprp��ed iti r;:D C0 may t&V0It'c;--modify".-or t :.. ttS t..such. pradeiet tar at terr�►l irri ctititcl}i: 3 +C +mire eight:ty 'rcvt�D tiis':mpp +�s�t� iI' it i d t lir by:.�G + :$tr t:. iis:pro utt..or.o akrial &ils'1'6 iri�E.:t#�::r�i�iresri tiEs:of l;Doci+ifa EMD 102 P .. `T lig c.+c i`.such tMtirrg wilt.t 'i t C Eye:Alta nIii ci fact ` 4Risl:e.li�113'�`a!s"D7�Jrr . . thidP tudGDAlr0l•bivisioil: .THA . l ... LT:.: -lias::appiicatiosi fir.E'roduct. pig►° f:lam:tit t i+e�iacd :tlic Q arlief iiw-0 .by t Build44. - �c '�e1:l�'�c1�c,:lt•�i�Go��iitt :�a:: its inti D�iiamiLlc,�otuttjr;..F�+�ritt�+�ir:t�i�+�ti�ioi��=het: `arch eve. I.,Taftiwo : PROV k3uilcla�6Ac-:ooipia�aaa�4�i�t6 u >°sSds�i s�n�a��' act�tica�e�c :ale. •tntce�r�t'nnaid�d�reR�:.pmct�r�st ��+�+diirre1'it�c�m: fi�►cpa�ew hdtp:�E�e��,h'�i:`ll�ir� c ��nie�+e:�nr� .. �: .: ... N1' ' > tir �kC'CF 1'"TAN+f g.; ? ! .. . Tti . Y SC'flP 1.1 1't is:t C..thy: 0* 41101 t 19 :tt appic itc s W +i erre :dc critu:ct i .Se aoir 2 ti~tliis;� ti e. 1~ ti: c a� .t rgircd .* ri lyWitli tli :S t r.Et o4i& Iluild i g+ ocl t M° ::1: ► :1* moo for�ifmmi-t�tde+Gca�tt�:star die*Ip�taoiis v+�la�r�1��actu�t# I c. tleterrn A b}+: I+B tiap#er of xe :t t$ si ri.l��id rrtliolttiti in:tf + rav�rin s, 2. PRODUCT.DESS.RIPT..!ON 2:1 Thi Uaitscd St+e 1 Wc�tut: n ectu :sl all l f.W- altd u5s=i1 in.strict cor»ptir* I :wii olt t'�r1tcx�►�."S dvciWfitnts:.Dravv�id eta:I f 11FimP�t- ' & H C= P t t l mid?of 2.t t(eit :`t :C: s iie�etties�',: .ri: it d: Y Unittxi Stce[ erdhctsotnpan d�t+cd it with nay.r�yisions i'he:detivings. hli :the lViirrii�li i oarit pir aet Ciiritrol. i vat stO With 44 the l�6oitce gift xce o .. : P..:.. . Pt:n tturr. it �ipoil datr~.. v:te` a'1p9iaml-Dade Product-Control L?ivISion.°3"1i+ d6euments shall hereinafter tit:rete tc as.ih .approvea. tlrtii,ga,:. 3:, i iNli'rATIoNS 3.t. All**We tt amifor Southern Pia± of-best*r'.u+M4ific jc-A tq:'df03S.'d i btitat of!ft" per less: 3: All 1p.ic a afe.b se :aria stir r "[' D-1:76- -dl..a ions a Naioriail i�csi.in..S ifie»ciarts t'e� �'ci~c�t�s#risetion ill ��itioi�� l��r+�t�t: 4, MSTALLATION' 4.I. `Cii v+r tl ntet for li ll be to raped itt:stric ornpliance with the aW6-ved.drt�v4 A.L. . ,A]RELING .�+:7 Et:+uwa�d�ori��tcnr.:sh�li..li+erir a: rnnarier7it.l��t tsith tli�n�anuf`s�iear�;r'�+r,�tilre or•1 ,.:cia� :s�e��t+t�ii the: fe��t�wirag:staterncsrt '°1�littrrdi��l�+de:Et�utrtv:Peorictet Ccntrtil rlpprtsve�i°'. Bti iI:i7IlYC�'l�ttltiyl'T A Appliotion for Boilding:Pttmit..slill.t�..# pO ti�dl�►�r�ap%�o�.fhe°4't�lt®«iris; •&1'1 "Mfg. ottwt+t:Aeeeptt 6r�y:2 Dt plica pig i�f s it ip to ecl i i tw :as i&-mired lri i. tie» .�i f this Jvtt e F pt .. 0C ti t ti t�skitl Bait tick: 0g.dt klr:cted of dW propd itii4t E iOn. g;1.3 Arty' f r d tt at:r erred.by#Itcti.Buiiding of'titw or:tht**:SF1IC..tn ordcir tai per p rl � s4 to-:the. i�al�eE�ri c�t't#�s�piirct�: • C�dido. imt,Imo; n.Prod4ci Control Etamincr. r ire[ St el Pr cgs: eniiY, eve. A �C ;''��:1'a.0:: flRJ T[ ACCU`i' Z' N AIliMO w :L. Rcnco-a('etthis Acc�#ance�i pproyal)shalt.be canstdered a( r a ceneov�l.�plicatio h�cc:I�ctt filed send tie o�e'i�ia�a! stititttltie it+bciieCatitrti.ilredin testupparticr ;dacii;`eiiiie+ettia:i(ii +eists; :tiia alder: si eight . �. :eitcs. 2. Aoy aid`al!appruv.e p a is shiall i r tit(jr la6kd.�vilh:thc tiiaihi►t'+a e*iVA ,:9ity...:stdt4f 0)"i cam. (`a�ltc►+�.irr�s�tat: �'M %fiya�::Cotmt�°.i'r�+duct.�i�titr�il:�'h��r�4•�1� �;e:�� ifi�ll�r:st�i�lin.dhe.� c�tic r l ti its:of:iRitA,�ctpt 3 :I��ews�s:o�'t�cceptaat�vv'i[1.not. rtlnsi�ec�d:if #�} Here as IWO' is not i>z pikune.-With tic code ctranWs;. byi pi t a is tro eir:i ic:3mc pr iict: idddiie i)as ate bn isri iri tl+�t.a t�ay.cdi: +� .[ft e.As pt holder s r i e�nip(i�tci wri[h il:tbe reoci r nenis.tsf this uccelitance...40ludiog Instaltitti®n.o .the pr aet; d . Thaengiregrwho $inah r.ytepiered:signed andi tett:he required docw»e t +n in �i tlj�s iE�mri i i10 k�niget. �scticli�g tli�;+diiiiiirira�`pra��+�ssioad ,. 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E m.�E'T•.�=a"I $e. � !?�' )II li,: I.:v. +:81� 71_5":'!.e-:11�:- ,el:�<d i .ii, )1..;. � i�`-h$ii d..r i�rl .13$f".� _•IYx %6"4 }I :g.•. 4 Ifl-_" 'G��j F�-.(: 1'.i'i x �Sof 3i;.. I w- ,, 77 7777,7 it�il l,lj 3 +i1=. 0 Ski',' 1 ii 11.'. ;I�• t -`,F - >I-.i +,t :RL- .A �l.i-jY F il¢ c 'E 1 Y1-➢.'.fie ,3�ka if:.`•. i :�'' aLl a � ��',- � 1.1� ,•.'1� ��fl r.kasn tEaar: c5 �3= •= _ - - - - F' } s FASTENERS DESIGN LOAD <LBS) - - PRODUCT _MATEi�:TAL JQiST T#IMENSI�INS _ CODE THICKNESS WIDTH HEADER iof-V :NDIR . L UPLIFT W H A NATLS NAILS. 100;x. 133f .1HA29 18 GA 1 1.r2 1 5r8 10 6 (18) lfid C6) 10d : 2114 X9:.2 JHA213 18 GA 1 1/2 1 5!8 13 .1C2 6 tl ) 1 .d 1 d: T 8.92 HA218 16 GA 1 1r' 1 5r8, 7 1r4 6 (24) 16d 1 `-d; 21Z5 883 WHA2-21.3 18' GA 3 3 .ria: 12 . 1r2 5 3/16 (18) 16d .(6) 1od:: 31.05. 1,216 : HA2-'18 16 GA 3 3 .1/8` 16 1/2 5 3/'16 <..24) i6d. C6) 10d 3650 11142 JHA413 18 GA 3- 1/2 3 5/1 1� 1/41. 10 3.10:5:: -12.16 JHA4418 16 GA . 3 1r2 3 5/8 .16: 1.r4 5 1/1.6 t24) l6d. (C) 10d 1142 JHA424 16 :GA 3 Irl 3 r8 2 5 1/161:(3D 16.d { ) 10d 365:09:142 (1) GIRDER/HEADER NAILS SHALL HAVE A MINIMUM PENETRATION OF 205 : r o .. . • a 4 b s • • 1� UNIT'gP SrPRODt'T= COMPANY GENERAL NOTES MMEVE,OWMA SO MM MW %4- 34 . ASlM A6$� JHA SERIES. 64- ► � TRUSI.JG:TST HANGERS) G vu w" +a�.Ess t ALLO caa ea a �► t► NASI 0 11/26/02 90BERT V. LUTZ vac Y PROFESSIONAL. ENGINEER: (S:TRUCTIOAL) C"� E#rt =* YEuaw ar►M n FL13-RIDA REG, NEL 55409 tG• a5s Obi K1`TER'AND I�tS'E�t�+iTEFPt t�' f� 39X kut iW ALd, STS ul YITH TM�t�61. ! W MA 4> ALt.UVA4E lT. NAVE ,MD.SY A 1 (�� ' MADvt �.oaa anm�x 1102 LOAD.SHARE FASTENING SYSTEM o a � e 4 6 GAUGE GALVINIZED P QIIUCT MATERIAL JOIST DIMEN ILnf4S EASTENEP:S I3ESIC L:.Q " CSO : CODE THICKNESS WIDTH NLRI . L. U ' IE1' W H HEADER TfS.St1t� . . TUH 26 16 GA 1 1/2 1 9/16 15116, (1.6) 16 +C 3 1.6d X42 1 5I TUH 28 16 GA 1 1/2 1 9/16.7 1/16 (22) 16 (10 160 3 1 D8 TUH 26--2 16 GA 3 3 1!$ 5 1/4 <10 .164, <8> .16d 3.4.2 1 .5Q Pr TUH 28-2 16 GA 3 3 1/8 7 {225 16d 16di X650 19-08: (1) GIRDER/HEADER NAILS SHALL HAVE A MINIMUM PENETRATION* 'DF 2 . GENERAL NOTE STEEL. SHAH, CONFORM TO.ASTM A653 1Fi9. CO6fiP-AN3)? D STRUCTURAL GRADE 3% TND A MINIMUM 73GALVINIZED COATING OF CM, ; t FASTENERS ARE-COMMON VIRE NAILS UNLESS ' TUH RJE TH OERWISE NOTED: ALLOWABLE .LOADS ARE BASET} ON THE NATIONAL 0 <-S ANT NA TRUSSHA'NG�R> DESIGN SPECIFICATIONS FOR: WOOD CONSTRUCTI�IN , 1997 EDITION FOR SOUTHERN YELLOW FINE p-tkk7 W...LUIZ (G= 0.55 OR BETTER.AND t�tiSTII RE CONTENT .OF I�� PROF' SF 4�, ENGINEER .(STRUCTURA '9 . LESS> ALL TESTS PERfORN D IN 8r 3 I $13iA I G. l+tCk a �F ACCORDANCE WITH ASTM, 1176L ALLOWABLE UPLIFT L13A13 HAVE SEEN INCREASED BY A DURATION FACTOR OF 33% FOR WINDL(3kl) 11 R? RADE t r SPECIAL HANGER SEH 1 R SKEW 45 �� M�� 1►� M C IL 10 21� i Ilk afs\ c�• p HANGER CALCULATIONS �� co efi� �t�221 ASSUMING: 2(2X4)MIN.VERTICAL SUPPORTNG GIRDER TRUSS AND LAM.3(16"A-36 STEEL �F\OttiaB 5/8" DIAM.BOLTS FOR SOUTHERN YELLOW PINE LUMBER. USE WOOD TO WOOD USING SINGLE SHEAR VALUES PER N.D.S-97(TABLE 8.2B) /� USING DOUBLE SHEAR VALUES PER N.D.S(TABLE 8.3B) (/ USING DURATION FACTOR LOADS ADJUSTMENTS 100%FLOOR-125%ROOF NON SNOW-133%WIND 5-1�-03S CHECKING EDGE DISTANCE>4D=2-11T o.k THEN USE FULL DESIGN -PERPENDICULAR TO GRAIN Z=(580X4)X 1.25=29W Ibs(ROOF LOAD)-SINGLE SHEAR 5/8"BOLTS. Z=(61 OX 4)X 1.33=3278 Ibs-(WIND LOAD)-DOUBLE SHEAR Sw BOLTS. Z=(580X4)X 1.00=2320 ibs(FLOOR LOAD)-SINGLE SHEAR W BOLTS. "ALL PARTS TO BE STRUCTURAL STEEL A-36 ALL STRUCTURAL STEEL RECEIVE ONE SHOP COAT OF APPROVE PAINT. ALL WELDING TO BE DONE BY CERTIFIED WELDERS. HANGER CAPACITIES 'SHALL BE IN ACCORDANCE WITH A.W.S ROOF= 2800 LBS "USE WELDING ELECTRODE SERIES E70XX WMD= 3278 LBS FLOOR= 2320 LBS CT.V RES is (30S) T40-S�SO -WE CAN SUPPLY ALL KIND OF STEEL CONNECTORS" SWECIAL HANGER SEH2 -SKEW 45o �1�� Nc��. 2,� mac .•„ c f /" � 0 ti �.� oil( .� 4j �1=iwi3ERT0 C®NTRERAS, PE. .1onsuiting Engineer Civil/Structural 30 N.W. 87 Avenue, #C-101 Miami, FL 33172 Phone: (305 667-6797 HANGER CALCULATIONS (Florida P. . 21522) ASSUMING: 2(2X6)MIN.BOTTOM CHORD SUPPORTNG GIRDER TRUSS AND LAM.311 6"A-36 STEEL 5/8" DIAM.BOLTS FOR SOUTHERN YELLOW PINE LUMBER. USE WOOD TO WOOD USING SINGLE SHEAR VALUES PER N.D.S-97(TABLE 8.26) USING DOUBLE SHEAR VALUES PER N.D.S(TABLE 8.36) USING DURATION FACTOR LOADS ADJUSTMENTS 100%FLOOR-125%ROOF NON SNOW-133%WIND CHECIQNG EDGE DISTANt5>4D=2-1/2o.k THEN USE FULL DESIGN -PERPENDICULAR TO GRAIN Z=(580X4)X 1.25= 3086 lbs(ROOF LOAD)-SINGLE SHEAR 518"BOLTS. Z=(1220 X4)x 1.33= 6490 lbs-(WIND LOAD)-DOUBLE SHEAR 518"BOLTS. Z=(580X4)X 1.00= 232D lbs(ROOF LOAD)-SINGLE SHEAR 5B"BOLTS. NOTES: •ALL PARTS TO BE STRUCTURAL STEEL A-36 *ALL STRUCTURAL STEEL RECEIVE ONE SHOP COAT OF APPROVE PAINT. •ALL WELDING TO BE DONE BY CERTIFIED WELDERS. HANGER CAPACITIES •SHALL BE IN ACCORDANCE WITH A.W.S ROOF= 3086 lbs "USE WELDING ELECTRODE SERIES E70XX WIND= 3086 lbs FLOOR= 2320 lbs Mr a. "WE CAN SUPPLY ALL KIND OF STEEL CONNECTORS" t y MAXIMUM OVERHANGS, HWAM BY mm afflm ,r• � L2 &4 y a• OPTIONAL OVERHANG , RETURN LEDGER BOLTED TO THE TIE BEAM (BY BLDR) (,MAY M OMITTEO FORL D.N. & OVERHANG WITHOUT RETURN OVERHANG WITH RETURN GRADE OF 10 PSF SOFFIT 2 PSF SOFFIT LUMBER 2X4 2X6 2X4 No.2N0 19 SP 2-8-3 3-10-11 2-8-3 4-2-9 No.2 19 SP 2-9-15 4-0-11 2-10-0 4-4-11 No.2D 19 SP 3-0-2 4-4-7 3-0-4 4-8-12 No.IND 19 SP 3-0-2 4-5-8 3-0.0 No.l 19 SP 3-1-11 4-7-15 3-0-0 No.1D 19 SP 3-3-0 4-9-10 3-1-8 NDss is SP 3-z-4 5-0.4 3-0-0 SS 19 SP 3-3-0 5-1-S DSS 19 SP 3-3.11 5-Z-6 3%'2-15 4-(1-t5 S (ASCE 7 193 , l l0 MPH W11`I�GJ l5`,CAT C,Z !'hP10pUl.OBD L. ,.33 0 MINIMUM GRADE OF LUMBER PErL<L1240 c o �'°•�° •.a.% T.C. 2X4 No,2ND 19 SP TPI-95 Crit. muu BC. 2X4 NoNO 19 sPSF$C-95 Webs 2X4 NO3 19 SP STATEgF t LOADING L(PSF) STR. INCR. t 33 % G`see DRAWN BY i U.A. TOP 30 15 CHECKED BY s JAI kE BOTTOM 0 10 SPACING. 24 Inclf O.C. REP. STRESS YES nc.MIT Industries IApproved for ries Inc. RE>v.of/�' N JAX �`�� s5) i f I . 11 I 7 0 CORNER SET PREPARED Bt MIAM OFFICE 3'Fr ,ns1,. ITT TOP CHORD CONNECTION: CORNER JACK 7•a' JACKS - 4,10-D NAILS 7— COMMON JACK '0y5'0' JACKS - 4,8-D NAILS 2 (TYP)-� 30' 8 Ye JACKS - 2.8-0 NAILS Af/ L) 12 m MIN. P - 2.5(� MAX. P - 6.51 3X4 ^� 2x6 STD. HEEL 3 HT. rAX— ll� All 1 BOTTOM CHORD CONNECTION: 7 u�' JAu KS 13V MAX 2,8-0 NAILS , COMMON JACKS PARTIAL ROOF LAYOUT +s'rtrP, -DOUBLE BEVEL CUT REACTION - SIZE AT THE END OF TOP I--990 35 AND BOTTOM CHORDS. 2--386 is a-W 13 2 OPTIONAL 2X3 16,97 VERT. P1 *x4 ] 4,16-D NAILS 3X4 Lb m4 3x4 4 °VES 9-10-12 CORNER JACK NOTE, THIS DESIGN HAS BEEN CHECKED FOR 108 MPH WIPO LOAD. WALL HT 10 FT MAX PROVIDE FOR UMJFT AT BEARING WALL CONNECTIONS, Me LBS AT COMMON JACKS d 990 LBS AT CORER JACK MINIMUM GRADE OF LIMBER o C= `� ei7j•. T.C. 2X4 No-2 19 SP TPI-95 Crit.' B.C. 2X4 No.2 19 SP =UE? Webs 2X4 No.3 19 SP �C 9 5 O C�G7 LOADING (PSF) STR. INCR. , 33 G �. �'•� L D DRAWN BY s TAN a t�Q�s+a�O RTOP 30 is �:�e►�„\,�y�/`4 BOTTOM 0 10 CHECKED BY s JAI T � SPACING : 24' O.G REP. STRESS: NO SPACING Industries Inc. Approved fo ries inc. 1 ) x �r 5-VAL-A OWG STANDARD R01`)F - VALLEY DETAIL PREPARED BY WAW OFFICE. 4x4 2x3 (typ) See note (o} suPPORn Strop 0 48" muss o.c. see note (c) below 3x L L X- L I-t, I 5x6 spl. (typ) . 3x6 spl. (typ) ilk Supporting trusses at 2'-0" o.c. max NOTES: VALLEY 71W - (a) Provide continuous bracing on verticals VALLEY AREA' over 6'-3". Connect bracing to verticals w/2-8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8'-0" " PARTIAL ROOF LAYOUT On trusses with spans over 24'-0" the vertical should be spaced- at 6'-0" o.c. Max. (c) Conn. for wind uplift w/ min. 1 1/4". 16 ga. twist strap at 4'-0" Intervals w/4. 10d nails each side of strap. 12 Max 100 mph wind. speed. 15'-0" max- pitch wall height. Supporting Truss 4 to 7 Valley trusses at 2'-0" o.c. max. -• Note:Plywpod sheathing may be extended below valley 6" wedge nailed to truss w/2-8d toe nails tcusses.Provide opening for AMPS to connect to trusses or bevel cut bottom chord of valley truss. mor. MINIMUM GRADE OF LUMBER11 TPI-92 Crit. Ito o c� J,•'� /�.q , y. T.C. 2x4 No. 2ND 19 SP SSBC-91 45161- B.C. 2X4 No. 2ND 19 SP Revised: �Vl Webs 2X4 No. 3 19 SP 7/7/94 0 0 r---n LOADINGL (PS9 STR. INCR.: 337. TOP 30 is DRAWN BY. P.G. BOTTOM 0 10 CHECKED BY:J.A.I. --- SPACING:24 In O.C. REP. 'STRESS:YES MiTek Industries Inc. Approved for MiTek Industries Inc. �� S-I.A4-B.DtK: STANDARD' LATERAL WEB BRACING PREPARED BY 14AAO Ma. TRUSSES ® 24" O.C. TYP. --s,,, 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2-10d NAILS PER WEB FOR FORCES ' UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X—BRACING AT 20'-0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10'-0" FOR - FORCE GREATER THAN 2509 lbs. END OF BRACING MEM. SHALL BE.CONNECTED TO A FIXED RIGID POINT OR X—BRACED AS NOTED LATERAL_ BRACING DETAIL . ON THIS DETAIL ALT. LATERAL BRACING. DETAIL TRUSSES ® 24" Nailing Pattem O.C. TYP. T Brace Size Nail Size Nail Spacing 1x410d 8"o.c. 2x4 16d 8"o.c. T=BRACE SAME GRADE AS WEB Note:Nail along entire length of T Brace (Each Ply) • T Brace Size • #Of Truss Plys 1 2 Rows of Bracin NOTE: Web Size 1 2 . 1 2 OF THE WEB. BRACE MUST Bit-90% THE LENGTH 2X4 1X4 2X4 2X4 2X4 THIS DETAIL IS TO BE USED AS AN 2X6 1X6 2x6 2X6 2x6 ALTERNATE FOR CONTINUOUS LATERAL W 2x8 2x8 2x8 2x8 BRACING. CMINIMUM GRADE OF LUMBER TPI-9.5 Crit. r---n T.C. REFER TO SEPERATE ��LJ J�"• IF1C,�� B.C. Revised: ENGINEERING DWG. i°'•��+ Webs 2/6/97 Q o c %!ss ' •-� LOADINGL (PSFD} STR. INCR.: �, ; •.•�+ �— TOP • DRAWN BY G.L.H. QQ .• �'.~ �� BOTTOM CHECKED BY:J.A.I. TF "'•'ti�a� • - SPACING:24 In O.C. REP. STRESS:YES MiTek Industries Inc. Approved'• i Miami Shores Village Building Department artment � 10050 iV.E.2nd Avenue Q�v/ ED Miami Shores,Florida 33138 Tei:(305)795.2204 JAI 0 5 .2004 Fax:(305)756.8972 �a BUILDING Permit No. PERMIT APPLICATION Master Permit No. — 3 FBC 2001 Permit Type(circle). Buil ' Electrical Plumbing Mechanical Koo gam` Owner's Name(Fee Simple T' der) -�J 'o- ZV e Phone# Owner's Address 7711 �ny -7-0 �- City state zip Tenant/Lessee Name 1 Phone# Job Address(where the work is being done) City nggj Shores Village County Mei Dade Zip Is Building Historically Designated YES NC Contractor's Company Name Phone# Contractor's Address Y sw 2ef a City a- S —zip- -33 3 Cl Qualifier Architect/EngineWs Name(if applicable) Phone# ArchitectlEngincer's Address City State Zip $Value of-Work For this Permit i 1-2, QO D• 00 Square Footage Of Work: o�y�d�• Number of:Bays Stgries: Families ! Bedrooms Baths o? Type of Work: ❑AdditionOki❑Alteration 1. New ❑ Repak Replace :❑Demolition Describe Work: it/'L�IW A-06)r A06. .l e r e 6• ,r,r,rdr*+4,riAninR,tori,tnTr4ittif##nr#rintiFees*****#*#ninr�rin►iirf4nRir tirir kii,►,r,rIr4 County Escrow Fee$ Permit Fee$ � � Notary$ �`) rx Education/Training Fee$ Tech$ Scanning$ Radon$ Code Enforcement$ Bond$ S $ 00 C. Minus Plans Check Fee$ Total Fee Now Due 3�4x- 4 (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address 4 T - city State zip x Mortgage Lender's Name(if applicable) Mortgage Lender's Address City StateP 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 regnlating 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 52500, 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 properly is subject to attachment.' Also,a certified copy of the recorded notice of commencement must be posted at the fob site for the first inspection which occurs seven (7) days after the building permit In the absence of such posted notice, the inspection will not be approved and action fee will be charged Signature Signature er or Aged Contractor The foregoing instrument was acknowledged before me this la— The foregoing went was acknowledged before me this[d day of 2IA S�20 9_S by � _ ®�'L^ J, day oba.c-o, �.�b-�20�y who,is personally known to me or who has produced , who is personally known to me or h has produced As identification and who did take an oath. as i ' cation who did an NOTARY PUBL : '" NOTARY PUBLIC: Sign: S• ,,,"",,,, 0 a L�Setancourt Print: OgY PV r�i g Prim ••�� U�,,,, 01gk L.Betancourt RRy Commission Expires: i :. xt►zao6 M $' im V.-2006 off,... ren y Commission = Bond Thru ####### (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: i 6h1� _ ��; plans Examiner Engineer Zoning che7r1103 Miami Shy 6s Village Building- Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 72004Tel:(305)795MO4 F=,(305)756.8972 iUILDING. Permit No PERMIT APPLIC�' ►TION Master Permit. o. FBC 2001 Permit Type(circle): Building E-lectr�ical Plumbing Medhanicra�l Roofing Owner's Name(Fee Simple Titleholder) �J D /[- ( Ahone# 7CI 9s^ 30 Owner's Address city �M�/d i State 4^ Zip TenandLessee Name Phone# Job Address(where rethe work is beng done) / �S C��' -4 ✓i✓ i�• city_ Iyfismi Shores Village County_Mian i-Dade Zip is Building Historically Designated' YES NO ' Contractor's Company Name �� - -C- 094 Phone# 3 d X 3 Contractor's Address City State �P Qualifier Architect/Engineees Name(if applicable) Phone# S Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration *w ❑ Repair/Replace ❑Demolition Describe Work: faa ,,L) R0r— r7lo o m cewi Ad Ae Submittal Fee$ Permit Fee 7 CCF$ Notary$ Training/Education Fee$ Technology Fee$ Scanning$ Radon$ Bond$ Code Enforcement$ Structural Plan Review.S.0.1 Uo q Total Fee Now Due S—<S' Z (Continued on opposite 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 m thisjnisdiction. I WA6rstand that a separate hermit musty secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,Bon ERS,HEATERS,TANKS and AIR CONDMONERS,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 COMbI[ENCEMENT." Notice to Applicant. As a conaltion to the issuance of a building permit with an estimated value e=ee&wg$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 Signahue 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: i o. Sign: Print: Print: My Commission Expires: My Commission Expires: rrr��*,sem,lases*se*ter*�s,rrtr,�,r**�e�c***��r:*s•*,�*�r*�sr•.�:*,kt:*�r.*+t�**,►.t***,r*w,rr�irr,��w,ett+tt�ert*�,�t,r*et�se�*ee�*w��rs�*,r�r*s�. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED B JAN — 7 2004 SbU64,j, PI. Engineer Zoning Chc 101140 ,hMIA M 1•DADE MIAMI-DADE COUNTY,FL(?R1DA METRO-DADE FLAGLER BUILDING BU1B4D1k�1G CODE COMPLIANCE OFF10E(BCCO) - Ido IV ST FLA GLIER STREET,SUITE ,PRODUCT CONTROL DIVISION MIAMI;FLORIDA 33130.1563 (30S)37S-2901 FAX,(30S)37S-2908 NOTICE OF ACCEPTANCE (NOA) New Age%Windows&Doors . 71%NW 77 Terrace .1 d y. FL 33166 - 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 ORA 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 1 w neo . The Mtamt--Dade County Product-Control w .. 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.-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. BORA reserves the rights 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. DESCIR,imaq: Series"100"Alum''inun Outs-wing Door w/Sidelites APPROVAL DOCUMENT: Drawing No. W02-13,titled"Series-100 Alum Out-swing Door w/Sidelites", sheets I through S of 5,prepared by Al Farooq Corporation,dated 2/13/02 with revision on 3/4/02 i >signed and sealed by Humayoun Farooq,P.E., bearing the Miami-Dade County Product Control Approval stamp with the c7 Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. M1SSIILE IN•1PACT R+ATjNG: 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 hcrein. REi4%1VAL of this NOA shall be considered after a renewal application has been filed and there has been rio 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 yr change in Ch ' materials, use,and/or;manufacture of the product or process. Misuse of this NOA as an endors=ement of ani product, for sales, advertising or any other purposes shall automatically terminate:this NOA. Failure to comply -vith a:xy sectio;z of this NOA shall because for termination and removal of NOA. ADV`RTISE:XIE. i s The NOA number preceded by the words %1iam -D:.,6e C�w:�nJ;i•lorid an4 follosve., by the emir ation date may be displayed to advertising Ittcraturc. if ary portion of the NGA is cusp:::,:sd t hcn it shale' be d on in I's en-,;rctv INS 'E C a10''a- A copy of this entire NOA shall be provided to the user bid the rnan.ufactur*er o-its dist ibutior and alt- ; bf: a,!3ijna l-z foi tnspe , S1YP at ^request ti;St of the�' rr Ih: e u rr'I;tC: =;'7 y� ,7 �.i J document t• a:: i2 o a•P..• - --- - aub ;fled d cumentation s w by eodore1'.E Berman, of't Log 4'a 5• --- --- -�. ..-. vea•v �.. o ....-. ._.+•...www....- .. ... �. _ wzr WIDTH 4 g�.._a _1 _.b w..d- DESIGN LOAD CAPACIa 6 _. x .72c 3 q- DOOR SIZE DOOR 300 SIDEL T•E 36" SITaE,wITE Z ^ O -0• INT. EXT. (•b' IAds (•-j 6�. .:fT. ("-) -e ® a! 6 WI) d HEIGHT EXT. ( (-) ' - 23 7/8" a Z3 7/80 23 7/8 , F 58.0 83.5 58.0 83.5 58.0 w 75.9 . DA-0. D.L.O. D.L.O. � ___ _ 6/� e �' �� 56.0 69.6 Sa.D 69.6 58.0 ��.6 a-•, � -_ _ 58.0 79.5 58.0 79.5 58.0 ' 72.3 -- m. - w 7/O 58.0 66.3 58.0 68.3 58.0 66.3 2/6 58.0 69.6 58.0 69.6 58.0 63.3 I I i e n 8/0 58.0 58.0 58.0 58.0 58.0 58.0 SURFACE APPLIED 3/0 g n is e nt, FALSE UVNTINS DOUBLE (XX) DOORS / ao to e u MAX BE USED < t j/t�f%� ee ii 10 It tt ` y�o ee 1t u it 4 DESIGN LOAD CAPACITY.- PSIF �CCN of v ii I DOOR SIZE DOOR 30" SIDELITE 36" SIDELITE WOM HEIGHT EXT. (+ INT. H EXT. (+ INT. (-) EXT. (+) INT. B tl / tl A LEA tt tr IN�AC7I�YE LEAF e u ( 58.0 83.5 58.0 83.5 _58.0 .75.9 w u � 1. .g� 6/8 . g/p 58.0 69.6 58.0 69.6 58.0 69.6 JI n a ee a 5/O 58.0 79.•5 58.0 79.5 58.0 72.3 0 *ccs ; i 1 J G�tt7EMP. ��LASSJ. ii a g/O �/0 58.0 66.3 58.0 66.3 58.0 66.3 � o f g/0 W 8/0 58.0 69.6 58.0 69.6 58.0 63.3 ® a o, w � ,o e e It tl e i u 6/O 58.0 58.0 58.0 58.0 58.0 58.0 ti •cm q _ U fl eee II It to neee u °os i 11 11 z APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS u i1 "' • � WITH OR WITHOUT SIDELITES. W m u THE SIQEGJU'tM,CAX-'BE=AT ONE SIDE OR BOTH-SIDES OF DOORS. ��' II It ee j n co ZX M 0 �� ee ii 'D DOORS/SIOEUTES GLAZED WITH 1/8" TEMPERED GU►SS NOT RATED 3 M C It It E ee I It FOR IMPACT AND REQUIRE PROTECTION BY MIAMI DADE COUNTY °f It e , APPROVED IMPACT RESISTANT SHUTTERS. z • , THIS PRODUCT IS DESIGNED 70 COMPLY WITH THE HIGH VELOCITY HURRICANE aid .. Li 12- MAX. TYP. _I 59' 6~ MAX. �' ZONE OF THE 2001 FLORIDA BUILDING CODE. HHEAD/SILL CORNERS ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. EAD/SILL LEAF WIDTH Z n FLUSH BOLTS _ WOOD BUCKS BY 07HERS, MUST BE ANCHORED PROPERLY 70 TRANSFER AT TOP/BOTTOM LOADS TO THE STRUCTURE. HEIGHTS: TYPICAL ELEVATION SEE SHEET 3 NOMINAL HEICIiT FRAME HEIGHT LEAF HEIGHT ( OXXO ) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 6/8 80- 78 TESTED UNIT DRESSING OR STUCCO. 7/0 84- 82" EXTERIOR VIEW _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 8/0 96- 94" ARE NOT PART OF THIS APPROVAL. _ SEE SHEET 4 FOR ANCHOR LOCATION OF WIDTHS: OTHER CONFIGURATIONS. NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 2/6 (X) 30- 28-1/4. SIUCONE 3/0 (X) 36- 34-1/4* 1/8- TEMP_ GLASS o I ' 5/0,(XX) 60" 28-1/4' a •t 6/0 (XX) 72- 34-1/4" PHSELF DRILLING SCREWS ! C m AT 12' O.C. 7 1'P. ' --- e to N • . : K o , � ,I ;p, � Enyr. OR._HldaaAYflUN FAR000 i \ STRUCTURES o , FLA. P£ j 16557 YrrltS • + ' - 7i. i -cm ftlift ee Ann as eos 4 "Odd A (� !17 Usd� nct Control:. drAnrag.. no- �. OXO) (OXXt�) (X) (0) (XO) (XX) (XXO); ( '� <- ( (OXX) (Ox) 1 ci '- APPROVED-0-NEM URATIONS GLAZING DETAIL 5 rjpIcA<. ANCI*Oar:a W-ErTAL STRUCTURES _ 9 ••a i iSTI.'lL db2dCti0R5 lay SEL Ef.". OF ':PACINw - 11I°P Sa '-,LEV. FOR° F.PACINC (STEEL OR ALURd. 1/8' MIN. TMlCIC)• FOIL SPAClNis WOOD SUCK W¢OD MUCK !'°,` M° EL : Fy ® 36 KS,•"MIN. . w� _ " ALUMINUM . 8083-T5 MIN. e » a +e �• o s.r t • 0 &s •" .• e, ®• R �' .'y a i • °• as 4P ' 'io. � a IL O�Yg¢ g ... •-. • - o.' a^� • d•.. �\ a w - ee 1fA • °d° o Lo-• " ew TL V #14 SMS OR h 1/4' DIA. SELF DRILLING SCREWS (g Do ® a• #10 X 1-1/2* m WOOD SUCKS NOT BY NEW AGE. MUST SUSTAIN LOADS SELF DRILLING SCREWS AT li' FROM CORNERS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM AND 12' O.C. -- _ �1 To...'I:kt-9UILDING STRUCTURE. 17- 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING ,3/16- DIA TAPCONS o �'J /` U �.. INTO 2BY`w000-BUCKS OR WOOD STRUCTURES ixi 1-3/8" MIN. PENETRATION INTO WOOD 0I THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY ; �$ 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ^ d oAlta 3/16' SELF DRI LING SCREWS (DR11 I FI FX OR_EQUIV.) INTO METAL STRUCTURES d c (STEEL OR ALUMINUM 1/8' MIN. THICK.) eta, 36 KSI MIN. g i4 STEEL : Fy o p; ty 11 ALUMINUM : 6063-T5 MIN. 3: d bf a fix' W 12• W W = SEALANTS: $ 4 ZIn • EW, �'' USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE. COVER PLATES. �' IV C W INSTALLATION SCREWS. PANEL SEAMS. FRAME CORNERS AND Z�� GLAZING BEAD ADAPTERSON THE EXTERIOR. t I LL� HIN z p 6-3/8' LONG BUTT HINGES. AT 1-3/8' FROM EACH END AND a ONE AT MIDSPAN OF LEAF. 0 0 LID 12 1/2 12 c ' DIA. CONCEALED THROW BOLT 'TM 803' MANUALLY = ., . • . 7 OPERATED" WITH LEVERS AT 7-1/2' FROM TOP do BOTTOM 7 4 OF EACH LEAF LOCK STILE. 4 STEEL DEAD BOLT LOCK 'KWIKSET' 1-i/2' _ - 14 ` KEY OPERATED ON EXTERIOR do THUMB TURN ON INTERIOR g10 X SELF DRILLING 1-1/2 SCREWS 16 - AT 44-1/2' FROM BOTTOM AT ACTIVE LEAF a I AT 6' FROM CORNERS 15B RUSHED BRASS LEVER TYPE HANDLE '200 ONL DORREAN PASSAGE' ° a AND 12' O.C. AT 39" FROM BOTTOM ON INTERIOR AND EXTERIOR OF EACH LEAF o • t(�� 18 3 . 1in: 13 1 1naA �0& :UMAYOUN FARO( e ..: STRUCTURES � ry 3 = Agp�yed a3'somPlybs om tilt b t .,, :. - .�,, ,. :.,.:. � � • ��' T 2' 1 2002 •^ z 3 � I NOA1( p TYPICAL ANCHORS1-3 • TYPICAL:ANCHORS �. SEE ELE1/, FOR SPACING SEE_ECFV: FOR SPACING Of. 'S •- SPA4 - .. j8 1/2" S.M.S. _��' a '" A7 12' D. so sS� ti� C• . • -�;:-" ., FLUSH T OPERATOR GVC4C _ _ _, , � Lb's ¢ 4 t . f f / ON 1NAC LEAF` �a a jto x 1 .1/2 _._ _., OPERATOR CL SELF DRiLi.ING SCREbt t Ft solTom FLUSH BOLT OPERA . O AT a' FROM CORNERS • I EAC#i.. �F' ON ACTIVE LE.�r ¢ ¢A 1 „ AND 22" O.C. '- i _ ACT LES . �'�.."". .. IN—ACTIVE LEAF e t2cric �C) :3;c � cl+ t � rC's 17 D.L OPG- 2C, PG. 210 W U) P` LEAF WIDTH LEAF WIDTH us0 us c SIDELITE WIDTH Q pWppp ® OD FRAME WIDTH Ir 1-1/4� EXTERI©R � Milt ®~ IST ZXM o MC& ANCHORS e 3 SEE ELEV. FOR SPACING W 3 T1CHORS SEE ELME FOR SPACING .. O 1/4, 1/4• MAX. O K SHIM SPACE to 60G .. ; ZN2 SHIM 52 ACTIVE LEAF ACTIVE LEAF � =z 18Go g 18 H Y T trtI1L. Z 2 g I LEAF WISTN _ < LEAF WIDTH ' FRAME W'lOT1+• FRAME.WIDTH ErD.R. HUMAYOUN FAR000 g �i g gr. STRUCTURES i FLA PE j 15557 0 Appmvod a eampkvia;"b tM► NOAH 9- no.: Miam!Dade 1 1� 1M1i - a- 3Of i c ^.�3' .-- ._^a _. - �' _.. ._ ._ 1i F`F.tST � "�v" 1:� •�� ' � J � e -1�..� t MATERIALmaE./StrPF'.4t .n 7. r y Y —4$ l 9 z r '2, a .t; 60W-TS INIaALlEX 6^063-73 f9cum1e7.I 91 - e - 1.50® —- - Y`"i• - - �ew � 4 GAHm43985 / PAf k§AtI. X63—Y�► 1!!D ARA�''�� r : _ —� F�F� �' � � !�'' 3 GAHe43S7g 2/:,PAS.. �3a��. ��.,..�,. u MAI EX e•,.s� �c.,,�� g t�CS :.006---�J - - �' 6 -42602 t/ PePI .1. SYR •t. 6013-TS INDALEx161 C 2.187 -.155 t . —. -ISE 7 GAS-41720 x�N- 19.7- 6o63—Ts a�oau.Fx alA1 B AA1CMOR PLAVE (3- LANG) 0 ANCHOR LOCATIONS {�c L 1 - $ __ HEAD/SXE_ HOR PLATE (3' LONG) - ®ANCHOR LOCATIONS •� ..,..� .500 .713 + tE. ' 1 - SS WASHER 9 GABS-426141 POCKET FMA.ER 6063-T5 .�` - 63-T6 INDALEX - .: •--1.7@0--�, - i_ _ /0, CAM-41716 .,/ PANE! HiN4.°E � _ � z a7 0@ X 304° SA15 11 GAS-41921 AS REe- MUNTIPB 8063-TS BENADA 4/ FtINGC 12 - 1 AS REOD. . ROLL FOAMED..Gt ING BEAD ALUMINUM - SS WASHER 13 - AS REOD. ASSEMBLY SCREWS - /10 X 1- SMS O PLASTIC CAP` 14 - 4/ PANEL SUPPORT. PLATE (1.5- X 2.5- X .2507 NYLON - w `� 4.CM 230 �s tse HINGE 13 4/4/ PANEL 3`8•. PiATED STEL - 1. Z,py-� .075 16 - 2/ PANEL 3/8- THREADED ROD STEEL - F 1.922 1 123 13 FP-389A - BULB WEATHERSTRIPPING VINYL .610 t8 FP-Sit ' - = BULB WEATHERSTRIPPING VINYL - ' t2• J.7001 °' - 3- 3� �r ai FSE JAMB \ ASTRAGAL t � 2.031 i----4.750 1.500 .093 TYP. i `\ -- ®��,•to .750 F L OR 7 7 .062 TU4 1.749 OR / ��/� / �/1�, OR �n M fW •� � F3 E SILL I ° ° \\ K ► <Z n F----4.00001° \ 3Q 1.563-1 ° \ Z n w DOOR LEAF STILE ; ° .094 --�• \ 406 \ .062 TYP. _T \\ ° 3500 .392 n 1.250 \\ $ �• ea r---4.000 p Ito 1-1.687-� HEAD/SILL ANCHOR PLATE co \\\% i ao • \ � , a , DOOR LW HEAD do SILL .078 TYP. \ .I 5 _ 5 ` .° 5 T _ o 12' MAX. TYP. 8- MAX. TYP. 12' MAX. TYP. .t j 61 MAX. TYP. 1 bA: .387 HEAD/SILL HEAO/SILL CORNERS HEAD/SILL HEAD/SILL CORNERS •X, OR 'p' 3.500 ANCHOR LOCATIONS ANCHOR LOCATIONS _ L687 JAMB ANCHOR- PLATE. ,.ngF�a�`01�HurU' uN FARooc .; Q TURES 6I ' INSERT FLA. PE i IGM7 , y 365 .078 a� . Approved as caenPiy3n8-ru#+iae �1 T— 2 1 20 a .moo J .875 L--L688 F ROMIAMI AM �S 9 `,Pc. 3soo X182-•1 S e� f S Nom. MUNTIN POCKET FILLER �teeeti 4 c .. .. Lel.6."L. .e.SS f `R. _ ....- ... •/ � yd ' a ' - a .�r` A_ fi;,r<. M. $sa`4''`• �i.da _ `.. ��d ® .0 3w•�@66 c;s�: s r,. tZ vo ;o0Ps "r o� er o i .0 ,� « l' - '; s - FRAME TOP CORNER ys �I � �; - _ SInFIITF CORNEF3 ` : 9 0 0��° -t EAF TOP/BoTTOM CORNER ® t 13 � ChM wid t3 �jto O Zn� a i 4 V Ir WING INSERT CORNER h C � Q -Q no FRAME BOTTOM CORNam ER ` t 51'RtN:�tRES.FARC 3 FLA. PE / 16ss7 Appmvc d as eou"aylst w'aae r. 2 1 '2002 wwa BOWe 2 $ pace t i' .L 0 _ fl10A0 - ,• dnowing • M1aw Dade Prodact wOrL" Ix *� MUNTIN CORNER �r dust 5 ct i M 1 A M MDAI> MMM-DARE COUNTY,FLORIDA _ k9MO-DADB FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAG=STREET,SUM 1603 PRODUCT CONTROL DIVISION WAX%FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Lawson Industries. 8501 NW 90"Street Medley,FL 33166 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 AM(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance piuposes.N 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. 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. DESCRIPTION:Serho"La Porte"Alwolnum French Door wlSidefthhts APPROVAL DOCOIVIFNT:Drawing No.FD-1075.2,titled"Series-"La Porte"French Door XXOX—Flush Frame",sheets 4 through 4,prepared,signed and sealed by William M.Meyers,PX,dated 515199,bearing the Miami Dade County Product Control Renewal with the Notice of Acceptance 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. TERNIINATION of this NOA will occur after the expiation 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.Failureto comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTLWIENT: 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 renews NOA#99-0520.03 and,consists of this page 1 as well as approval document mentioned above. The submitted doarmentation was reviewed by Theodore Berman,P.E. NOANo 02-0619.02 ACP Expiration Date: August 15,2007 Approval Date: July 25,2002 Page 1 lop A 3' mc. 3' o.c, 14' o.c.L +tA.... A I FAL-1291./ FD-1075 / DIR O 0 PAS? RIMTAKUNIN DODX�flORI FD-= AF-11070 I FRAME BEAD ALUM" e ' F..= AF- 1 FRAME SILL 6063-TS ALL"" 3 Fn-603 AF-um R FRAME.IAMB 4 FD- awn NAMDRM /,�: �/.• //�/ 606 AF-1IOS{ 2 SIMLITE JAMB ADAPTER 6063-T5 MAINDIUM f `%% 3 FD-607 AF-11075 x paint PANEL TBP 6 BOTTOM RAD. 6063-77 AW WAN 18• ac. 6 FD-608 FO-UO56 x pane HM s= 6�TS ALUMlXJM ` 7 FD-709 AF-11376 x poral LOCK STILE 6063-TS Aux" E �� F 8 FD-W AF-11079 x Parol TOP L BOTTOM RAR ADAPTER 6063-TS ALUM" 9 ra-we AF-11079 REIM V4 RmWD FALSE BEAD 6MM-73 ALIOWN. `` f 40 Fteme HeiBttt 10 FD-613 AF-11377 AS REO'A Ve R01Np FALSE MIBNTIN 6K3-TS ALUM" 6 1/2• S FD-809 AF-2080 x proal HIM LEAF' 6063 T6 At.ISBNUM /�: /� /�•: ` /�•: -lxrt< ]e vvs-�I ■ AS REWIL BARB VINYL VTS•P. VIBORG VINYL 63019 ``% ``� 13 PVS-001 ■ AS RM VTS7.8 TOP/BBTT,RADS SWtpN FS B7B80-6001-9 %% i� ` 14 PVS-0w ■ AS REM VTS'P.8 FRAME HEAD S&AeBat PB 0E038-5881-8 13 iD-619 AF-11680 X fxual SIX=I�RRDtG PLATE 6063-TS ALLUMM 1•�% %/�% �... I6 FD-619 AF-910 x penal SFRIMER PLATE 6063-73 ALUMBIN Oji% 40 7/161 a ■ Bv-OOs As REOD. GAZA.VMYL Vum VINYL Ga am7 lock set to ■ FC-OW 8 INACTIVE DOOR FLM BOLT DELTA#M `��` 19 ■ HC-024 I ACTIVE DOOR LDCK SET KWIKSET.WEISER or EZSET m-�9 1 ACTIVE DOOR DEAD BOLT LOCK KWDISET,WEIZFR or EESET 7tI # `�` � el ■ FS-037 AS REVD. FRAME DNSTALLATIM SCREW V4•X e 3/4'-'TAIPCON•\ eR • FS-026 8 FRAME ASSEMBLY SCREW 91e%3/4'PK-PHL bottom e3 IN MC-M a PANEL ASSEMBLY SCREW 3/8•DIA KS.BOLT L INT hinge J 14' cc 1 �0 84 x FS-Olt B HM ASSEMBLY t t10 X S/8'PR/PFD. e3 N, F'S-Ol2 REM JAMB ADAPTER SCREW 010 X 3/M Pa/PHL FRAME WMTR I 26 FD-93t 8E-631 I x MM MULLION ALLNBIAI'U•CLIP 1 Ve•x 1 VP'x VB'x S -ALUMDMMMST UNIT ELEVATION e7 Fs-oI6 i x mp •u•a rP SaEv ttlo x I I Px/PIR,ED= S=ING DOOR e8 ■ • AS RECD Jottt SaNant-VM*catareal•Ptewrs Co.-Super Sant NON—IMPACT RR.ctaT N•r NOTES: L THIS PRODUCT E DESIGNED AS PER THE SOUTH FLORIDA BUILDING COX 1984 EDIT=FOR MIA18-OADE COUNrf OR 2001 FLORIDA BUILDING CODE. ALSO FOR WRQ LOADS AS PER ASCE 7 USING CMMMOIDING LOAD& 8 GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER C}APTER 24 OF THE CODE. 3. WOOD BUCKS BY OTHER& MUST BE ANCHORED PROPERLY TO TRANSFER F i?LrT.c. LOADS TO THE STRUCTURE. TIrST UNIT PERFOR16tANr'F !CTTUd1ufARV N t� t;t A@b'.: } •_. � 'A'Fuq e 4. ANCHORS SHALL BE AS LISTED. SPACED AS SHO" ON DETAILS. REPORT J PL-1291 t•�a: t:n•,f,: :;.,t: x00 •{�4 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. %cPORTV ALUMMUM FRENCH SWING DOOR with SIOEUTES +"T N.t:. t i.;err. DRESSING OR STUCCO. TEST SIZE a 11' - 10 7/8` X 7' -11 3/4` X 4 1/2` Do" From DESIGN LOADS Mlernt ii*t'•p, F G:.:t i0' & ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAR S +56.0. -58.0 PSF i J5R3t f 7 647�t a1 f i r rC`G2g2 b ARE NOT PART OF THIS APPROVAL WATER TEST 1P1 +9.00 PSF REMFORCEMENi: TESTED GIIISS QRS`TEM RED TSS�N FLA. 18 J% S °petrN.wfL�t�3ate6 Ms.( )Ns-6680 AS = O l $a apo a Ap STRUCTURALNowburr/tarwrmt Mr W uN�AMW ",U#1 7/lg1PQA a tibia oA t 4*oP60m aPP2 d 1 FNM1D@R or/?'y/d Y H— M Qr lw/eY4awtr p.ap7.ea ' taus/12.1 3/1•-ftttXB at a o 4 4•ape a ra and t4'ao. DBI s...en e.►A.wutam, lJL LP01tis• wer 1 Ot 4— M00 t2 x 2•:NrsXe a e tem a 4•apo oe.and ext 14•eo 1m�x 1� etF-aa-oa SERIES-11, FRENCH DOOR-70= FLUSH FRAME ►it0e 2 a 1 t/s•-FX-slit al o mm a T Gon opnpe nae te`ee y, ■ TEST UNIT ELEVATION. 81LL MATERIALS, TEST PERFORMWNCE. dt NOTES •AOPMM T tealbFe_ ri�,woa ap n xne nue TEST UNIT E 1 ELEVATION. 7 8`■. x TE 11 3TES h. - 3/18`TEMP, GLASS -•- Ass�x�tt6r taai�7.aPORt6• ei..twr FD-1075.2 e..ai"rpe FTL-1291 / Pb-1075 3 3 '3 4 JAMB �« •„. .r r••�� tlef1RU •'y'.�' 6 7 '+••YT 1 1 9 !y”i ; 1 •'•T•s 17 17 1 1 i :'�•�.^ 11 1 0 14 9 14 L---i 0 Z 1 F G 11 1 0 0 UNIT WIDTH EnZRIOR SM 1/4•MAX SHIM 1 WOOD BUCKS NOT BY LAWSON. MUST SUSTAIN LOADS HEAD IMPOSED BY.GLAZINC SYSTEM AND TRANSFER THEM oTO THE BUILDING STRUCTURE. . A 21 8 1�I ffeam 8 1 MBOIMf REaNe O FASW=AS 1ESIEb OR SM CPMOL A W^= SKL 1E+ID�J/1 2xRI2��•FII-n a!a G vw.Nt 4'0=0&aeASW al Ir .NI!)12 x 1 t/4•-iN-SMB,t o xlmt,M!r ban ax,a,and Ir ave. •AT ULUJONS s.anvxx.pr n•'twat B�a xr n «�•eL • 17 OPIIQSY.ANP.OS.t/s•-!MW..Amon r.sew raxnws UNIT FIEICdMT 30'W TM GLASS O10 FRSE NUNTRN per, �•li: Z.l:f:..ep; � IDS OWE 9 INTERIOR EIDE tt:ery,►r!,Mi'. ?::. Code FTwMd, mum s lF,et S 2 13 1 air ' ® 21 r i deMse was j j/�j (� ]� SILL ' sI III � � L� 1 i V 1 tl FLA 18755 STRUCTURAL r�amBsisAO MW r h• ,it i'• of 4 s Yasr •.j. i 1.; DAB: d�Zp Oi' s...aw N mMso °rix'" ARIES-"LcPORTE"FRENCH ODOR - XXOX - FLUSH FRAME ' y Araa.e VERTICAL & HORIZONTAL CROSS SECTIONS..DETAILS& NOTES ksi TEST UN R - 111-10 7/8'w. x.7'- 11 3/4" h. - 3116"TEMP. GLASS av««wr �, 1, As y�Tt sF u,�,tatroRn:, a••,w Ar.... FD-1075.2 srw r..e �------4.500-------I �sie' Glazing Depth """" e .078 9 FTI.-1291 / FD-1075 1.750 Fal a)lead �`•- �'- °�� oottelsanove FRAME HEAD 1.812—� #FD-801 3/18" Tempered ..,,:,a Glass AtLV?IOR —. �FKt`� 17 •••►Doan "�'-- 3/16 Vinyl 125 Glazing Channel M076 tan P.00 GLAZING DETAIL +�o�*asoronameuaToe�rar<o0on FRAME SILL ( "0"? WWAMiX 000.1AW Sldg(JjgS $FD-802 _1 Vw 0.0620 1.125 � � W OW �tw.tro I a �L�-]X0.198 0.664 F � JrI `�►ncEuv • '-r .4676 1/2 ROUND I' ,,,w w0. RAIL ADAPTER 1/4 ROUND FALSE MUNTIN i000 #FD-81.1 FALSE BEAD #FD-813 tip i FD # -812 umm �---10.5—+ F—x.750—i Frame Assemb/v MOtE i 0.078 t I F 0.078 OA78 r tense 1 4.000 4500 4.500 01A WIToat tE"J Panel Ii7ollaflon;" 181E T , tsrwurc ,Hate PANEL & / UPPi01 10 pppppp�� C6vB1�o VPFR9lob BOTTOM GRAIL JAMB ADAPTER �� 807 #Fp-808 FRAME JAMB #FD-803 !7: .•. t+se.•. 6.t•.arna�}r� r. J9 � 4.1873.5 :=057':...;:�r.:3.,.,,,�:a•,47w-F.Zg^ P- ------��O.f25 � � xww.w.re � /° LA WS ON snot N.w. ST. 1.750 f.750 F Lid a 111796�% n. rwocMEO�.Etr. sstss r STRUCTURAL XWWA M a et+.nrr Actamr W=WW AM ~e-°°eo aawe os Oz PAYOUT sA 'tae0snr t PANEL LOCK STILE OA78--' PANEL HINGE STILE ' p°"•'" sar 3 of 4 t�aox tstuao °"'ads-ae-oo SERIES-1uPORTE'FRENCH DOOR - XXOX - FLUSH FRAME AFD-709 #FD-808 s.t-r Jiv p„8i EXTRUSION DETAILS, NOTES, PANEL & FRAME ASSEMBLY DUALS EXTRUSION DETAILS TEST UNIT - 11'-10 7/8- w. x 7'- It 3/4- h. - 3/16-TEMP. GLASS t/S-•�• + ttsr ea�TavoRte' A.r+rao.ao, FD-1078.2 r..0. PTL-1291 / FD-11 ' e e COMPARATM ANALYSIS CBART ��,i p= `1 _�'pg" 4-4- "LOORTS" ALUXI TOM NWCR SWWG DOOR w/ SWRUT= DESIGN LOAD CAPACITY - Pp - •• �./e- `�- DOOR PANEL NUUM OF NUMBER OF DESIGN LOAD { PSF -o q= VIDTH HEIGHT PANELS ANCHORS/ EXT. INT. 30- 76 71W I OD 3 Sam q/ m a`q - 30' 92 7/8' 100 6 60.00 62.27 4-1- -$-M- _ - - 36• 76 7/8' 100 5 60.E 68.64 a, e °�` 36' 92 7/8' loo 6 8360 5360 _ ` ° a DOORS TO BE PROTECTED BY ` MIAMI-DADE COUNTY APPROVED �' 76 7/9' 2 tOX) s 60.00 78.38 rr IINPACT RESISTANT SHUTTERS 30' 92 7/8' 2 tOX) 6 60A0 62.27 ELEEVATION "0X0" FVATTAN 36• 76 7/8' 2 (OX) 5 60.00 69.64. Q. 36• 92 7/8' 2 (0)O 6 8360 8360 • , .. 30' 76 7/8• 2 CX)O 5 60.00 79.38 + , % e a r, .$ r e e r a _ °v `�e i a 30' 92 7/9' 2 tX1d 6 6000 6227 - �, _ _ `�_ = g�'- - _ -•#_ # .4-4- 4- 36• 76 liez s 600 69649;Nr 36• 92 7/B200 6 5360 53.60 �``;la1�si�..`�aa-- ap ==dgT+°�%iz.-:' , --re+ �%._ar°"� `, -+++��!�+rr°'=_ rps --dFaaii.�+a+s�"n `' -+aa`%omr°-- rpa ---dna r/:ia=�-' '• _-�/�ae a � 76 7/8� 3 (]XX0) }/ i + S 6m 873768 3092 7/e3 6 6000 623 36' 76 7/83 t005 401- 3692 7/6• 600 3 tD06 0 53.60 53.60 c a °p$ 3°' 76 7/e' a tt)XX<n s 6oa9 77.90 ` =S-�- " - '. i p +p a 30' 9P 7/8 4 (OX)CD) 6 60 6230 ., ` 36• 76 7/8' 4 tO)fX0) S 60.00 53.60 "XX" E FVATT�N "OX" ELF.VATT(1N " " 36• 92 7/8• 4 (7XX0) 6 53.60 53.60 OXXO E EMATION APPROVED CONFIGURATIONS >=ucr r.Ot3T.t.fi t7nt . m"ru° Raft Auvwn �..�. LA YY,S'ON er ILW W sr FLA. 1 8 7 6 5 weoltr, 33141 STRUCTURAL r xoua�ne V GZWff Sao MMS WMWW AM a n � M CTw /IN oftw Date:�f�yy��,✓ w.."ar > aor r`a7a-uN�mE' a"`'tM aw' 4 of- mum azo SERIES- FRENCH DOOR - XXOX - FLUSH FRAME UNIT CONFIGURATIONS, NOTES, TEST SUMMARY& D.P. CHART TEST UNIT - i V-10 7/8" w.x 7'- 11 3/4" h. - 3/18'TEMP. GU �r0vaas. ' 'el >aw FD-1075.2 � 9 M MADE M�lxo- MIAMI-DADE COUNTY,FLORIDA MIA DADS FLAGLER BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Lawson Industries,Ine- 8501 NW 9001 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittal 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(AIM. 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.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. 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. DESCRWP°i'ION:Series'TW 6200"Aluminum Fixed Window APPROVAL DOCUMENT:Drawing No.W02-55,titled"PW-6200 Aluminum Fixed Window",sheets 1 through 5,prepared by Al Farooq Corporation,dated 6/6/02,signed and sealed by Humayoun Farooq,P.E., bearing the Mianu Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MUSI LE 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was revi ed by Theodore Berman,P.E. NOA No 02-0701.01 Expiration Date. August 22,2007 Approval Date: August 22,2002 Page 1 Acr APPLI1:0 "° LL6{3 �V !X s 1/r Dog A 10 MAX. OPTOIAL LR,a FRw ose 3>a aeL rn. .�F. I I 773 eoe 0 It It— CLAM== STOP (3/8•GLASS) n NI L563 � . FRAME HfADAILL u 1� It cr It s �� H 772 :r---11 --fi-=-a y' GLAZWO STOP (7/t r Gass) Get �`��jj pJ 70 13/18' �. FRAME JAYS Mt.am �'ag LZONE or THE 2m Rom BMW GOOF1 4 0=0 70 COMM L 11E HIGH VF1AgR IWPRNJYK 74' q 6 AM FOR 00 LOO AS PER ASCE 7 1130E6 OWAMWMM LANDS jg 2. MDOD KM BY 07MM MUST RE ANCHORED PRD!4W TO TRANSFER ar a1LW if LOADS TO INE STRUCIM r 3 ANCHORS SMALL BE AS tLSTEO.SPACED AS SHOWN ON t1ETAR s DAN ry TESTED UbdT ANCHOR OOR EtE OTD RASE MATERIAL MALL OE tiEN D MIALL ��Lj+ 5731 s SCLINEE-L10AEHEAD 8731 T SPECLRUII 2 �IDOiE-MORENEID 8731 ; t/8'ANWAED OLASSDOW CORNING MTREMCOSPEOMM 2 1/W HEAT SR OM 3/18•HEAT SLR.am 3 DOW CORNING M Z ' .015'AGNEW BY LLM. 3116'ANNSPLED GLASS air I fE tir SAA 1j•t�SIL Gugq ata•ADNEWE BY S.I.Q. 3/16'HEAT SM MUSS 1 AW POVICAMBOWE .per love 0 MaAYER P afro PVD DRG$AYER s� � MO PLASTIC MTEW ER fig; SOL M SAREX/IffkP811F1i SOLUM SwunvNEE om OUPONf SENTRY atASS PLUS Air AcHow BY Sl& A15'ADHEM Ott SJA- .015'ACKEW 011 SIM 3/16'IV WASD OtAB$ ... - 3116'NKAT SIR.MUSS 3/16•HEAT SLR GLASS 1/8'ALM1EAlP0 GLASS 1/e'NEAT 81R MtA� s/iTr NPAT sTR alA4S &19O E-M�EIKAD$731 ! -SAD 5731 SCHM-1 AD 5731 8p I�RENIEi1D 5731 2 - E-MORP AO 57ONE 31 SPECTRUM 2 SC -MOREHEAD 5731 SPECIRUM 2 mm 809 YREMCD SPECTRUM 2 - E6 2 77RD6�O SPECTRUM 2 CM MAW TYPE 'A' GLASS TYPB 'B' GLASS TYPE 'C' GIASi TYPE 'D' GLASS TYPE 'EI' MAW TYPE 'E2' (jLAZINa OPTIONS PLA PC f 16W URGE MISM SrPACT RESIM M GLASt.SHUTTERS ARE NOT REIN SHE SHEETS 2 do 3 FOR CAPACITIES 20 8 5 drowhlg Nw. W02-55 eheec a 5 1/2•MAX le WK. ISMAM APPt= 310 &643 V "FM d� A AVB .550 as1 .78L IV. � 773 >reL x o C d�==—u===—Y—=_ _==� GLAZING STOP (31C GLASS) FRAME 4 HEAD/SU n It 16 61469 u----moi==- =-x=_rte P r�3 lei �b GLAZING STOP (7/18'GLASS) Ri 70 13/18' L 1 1119 D.L.a L Too 2001 0 COWILY 051L liK 151111 YELOW"MADNE FSE'IAMB . 7`. o ALSO lit M9Lo LOA08 AS PEA/SCE 7 HALM CORFAMPONOW LOADS. .. . YADTX a wow 8"GLS BY OTM'A MUST u Nowlao PROPMX TO TRANSFER AEuaMr wOSAr LOADS To THE S1WCVJRB. 3 APLl710RS SHALL 89 AS LKTETI.SPACBO AS SHOW ON WrA%& O TESTED LRGIT ANCHOR OR MENrSTLJCTO BAS NATERML WOU 1L:BrYOND WALL �sS SEJI�IE 5731 88.tC01� fb SCIOKE-MORElM 5771 T SPEOTRUY 2 Sg01EE-1LOAFJOAD 8731 DOW CORN=m # 1/5'ANNDMED CLASS 2 1/q'"FAT SLR GLASS 3/15'tfflR siR.GLASS i � I A15'ACHom BY SLD. 3115•�ALEp O{ASB A15'ADHOME BY SLC. 1/Er"FAT SLR.CUSS AAS'ADMEME BY SLC. 3110•MU SIR.GiASS � �{ Azo'POLYCAIMMIE ASO PMB INIoaAYm A70'POLYCARBOUTE Ago PVB INTEFU ER A70•POLYCARBm110E ASO FLA3Y C INTMAYE11 � F SAF-MA ►q�/�pq� SAP-OIAs SOWVIA SARXX/OMDWFE "S Ot M so m�CLASS PLUS Air A BY S.UL. A15'ACHISK BY SLD.' AAS•ADHOW BY SAA. 3/15•ANNUM GLASS 3/15•NEAT SiR GLASS s/18'IIFAT SIR CLA98 SLCM 115'ANWALED CLASS 1/B'MW SIR.CLASS SaADOWONH 3/16'HM SUCOXESLR.CLASS s8t ICONE 011 E8)�i1D 5731 SOINEE NONEWFAD 5131 SONDOWNEE-0FACommDMM m1 1� cow OR SCHNU-11110111)"5731 2 SOMM-E1�FJAD$731 SPECLWBI 2 SdOKE—LIORDWAD 5731 SPWWA 2 rww Comm m ow Comm an 3DOW COMM m SPECIRLNI 2 �CIRUAI 2Tfmm i151Y 2 o9 i GLm TYPE 'A.' r m TYPE 'H' GLA39 TYPE 'C GLASS TYPE In, GLASS TYPE 71GLILSS TYPE 'E2' • GLIZING DPTIONS FLA LARGE WSSU DEPACT FASM 4T CLASS.SNUREfiS ARE NOT IEQUIRED 8 . SEE sHEU8<s 2 3 FOR CAPAcmEs PE f 16W Z 3 drowtr4 no. woe-� DESIGN LOAD CAPACITY - PSP w 3/10- ANCHORS 1/4' ANCHORS }1 WINDOV DIMS. NAM TYPE'A' GLASS TYPE'B' GLASS TYPE'C'I GLASS TYPE-0' UM TYPE'Et'&'80 MASS TYPE'D' 2ASS TYPE mum I tames of. +) ter.(-)I off.(+) SM.(-) cxr.WI twr.(-) rxr.(+) 1mr. -) oR.(+) 1Xr.(-) oR.(+) ter.(-) olr.(+) 1M:(-) 19-1/8' a" 65.0 S50 86.0 75A 7560 950 aA 7sA 78A a" 65.0 78.0 75A p tt 49-1/9' 99A 6960 09.0 9960 750 7960 VIA 950 750 7960 95.0 99A 750 750 L A 3T 28' 650 650 650 650 7460 75.0 s" SSA 7SA 780 650 8560 7060 . 7SA 46' 6560 6560 06.0 68.0 750 75.0 650 66A 750 7660 S0.0 S&A 76.0 76A 83-1/i 65.0 650 6860 SSA 750 7860 OLD sm 760 76A 650 8660 76.0 78.0 19-1/8' 650 6506511 6660 750 75O I 650 WA 75 960 0 780 6OSA 7660 78A n 26-1/21 6460 850 68A OLD 750 7860 656 BOA 79A 7SA $5.0 8660 7660 7660 Sr 38--4W s1A 6160 e50 e50 7960 750 650 650 79A 780 850 O.0 7660 79O 46' 59.7 S87 sm 8860 7LO 750 65 89 0 8960X0 78.0 I50 850 76A 780 � < AND LD1GIe WAEl19[0143 CAN BE0 p 53-1/6 x -x SBA 650 75.0 750 650 SGA 750 78A 650 65A 7660 7060 VIDUCALLY OR NONZONTA"As SHOW ABOVE. 19-1/6" "A 05.0 OLD 68.0 7560 75A 080 6560 7660 7660 OLD 65.0 7560 7U 26-//2' 95.0 OLD m.0 OLD 75A 75A 85.0 osa 76.0 7660 05o 65A 79A 750 I yj 37' 40-5/8' 451 451 OLD 050 75A 7SA 65A 90A 7960 78.0 0460 GLO 780 76.0 i3 48' X x 5660 We 8a0 a" Su 950 780 659 SA 8560 7" 78A 51-1/0 X X % X 64.4 64.4 OLD 66.0 700 74A 050 wa 7960 78.0 18-1/i' 85.0 650 08.0 MIA 75A 75A 650 SSA 780 78A 650 Su 78A 786 29-1/2' 61.3 01.3 s" WA X0 75A S50 650 750 78O GSA 6" U71LO y7' 88 . % x 050 SSA 750 7560 SAM 6660 78A 78A 9560 a" 46' x x x x x x 6460 65.0 7860 714 86.0 s6A 43-I/O X x x x X x SSA 650 98.0 6560 a" aA 19-1/8' 65A 650 OLD SBA 740 76.0 SU 86.0 78.0 78A O5A Q5026-t/2' 60.3 80 7 OLD OLD 75A 7560 GSA GLO 76.0 78A OLD 656037' o3' % x 67.7 67.7 7600 75A &IA 6660 7860 7860 050 85A 48' % x x x x x 650 VIA 750 882 OLD 0660 78A 75A 53-1/8 x x x x x x 0560 SIA 78.0 592 650 a" 780 780 16-1/8' 8560 GLO G50 IBA 750 75A - 65A WA 780 7GA 850 850 7660 78.0• � 26-1/2' x x 69.0 050 7560 74A OIA 6560 7860 7" 66.D 950 760 7660 67' 74' X % X X a" 024 I50 83A 760 78A 060 850 75.0 75A 46' X X X X X x G&O 65A 73A GSA OSA 650 7860 75.0 43-1/8 X x X x X x OA 81.1 780 61.1 65.0 650 VSA 75A 79-t/8' OSA 85.0 SSA OLD 78.0 75A OLD "A 78A 7"- 060 650 760 78.0. . 28-1/2' % % IBA s6.0 7600 75.0 RTA 8460 7SA 7SA SSA SSA 7a0 7SA' Sr 74-i/1' % % X X X X 850 a" 76A 7" 6" 850 7860 7LO 48' x x x x X % G50 55.0 76.0 07A s44 04 780 7860 APPeawi�ct� id6th 83-1/8 X x x x. X x GLO ODA 78.0 GOA 0660 s9A 780 7SA tL7MA ME Mwmm snwmum no low dotting no. W02-55 shoot Of DESIGN LOAD CAPACITY - PSF w � V 8/16' ANC80 1/4" ANCHORS lamw mm GLASS TYPB w 0465 TYPE jr 0456 TYPE'G' 6486 TYPE v cum TYPB vNim 0456 TYPx w TYPE etlaw NOW Lam cxr.WI 1M(-) EM(+)I mr.(-) exr.w 1Nr.(-) W.(+) teL(-) Exr.(+) 11rt(-) ar.(+) +w.(-) Ec(+)I lar.(-) O g �+ 24' eA 4" no. 60.0 MO MO. 05S OSA MO MO 05.0 WA MO 75A 3P 30- 65A 66A B6A 80.0 750 75A a" 840 78.0 7SA 65A eL 0 Mo 78.0 L a 36' 06.0 OSA 60.0 88A 750 76.0 65.0 GSA 76.0 MO 65.0 64.0 78A 76.0 � 4Y Mr 571 574 SU s8A 750 740 BSA saa 76A Mo 65.0 WA 70.0 70.0 48' 51.4 b1.4 BOA BOA 750 76A B6A• 650 76A Mo BSA BSA 78A 750 54' x x 60.0 BOA 750 MO M.0 65A 70.0 MO ou no MO Mo OD' X % BBA s" 78.0 75.0 i 86.0 a" MO 78A a" 6" 784 750 U n 8 24' OSA WA 850 66.0 750 750. a" no 7SA MO 65.0 O.0 76A 700 30' 610 01.6 660 WO 75A Mo 840 OSA 750 750 65A no 76.0 76.0 38' 51.4 41.4 OBS ou 750 75.0 OLD UO 70.0 Mo 86.0 650 78.0 78A WON AND LEt101i1 000919�Ii4 01N BE ORIflVIED 1� VOMMLY OR HURONTALLY AS SHMM ABOVE. t0 42' f6' X X 64.7 64.7 75A 73A 65.0 BSA 750 750 a" O.0 7SA 78A 48' X X SBA 656 00.0 OBA 640 85.0 MO 69.5 OLD BOS 70.0 7H.0 w x x 546 We OLD 08.0 6.0 1 66A 750 77.2 BSA no MO 78A 60' x x X X x x 650 MA 750 5" aA OLA 7SA MO J F 24' 5" OSS 80.0 OU 75.0 75.0 . 85.0 BSA 70.0 76A 040 640 78.0 70.0 30' 49.9 49.9 OU 66.0 MO M B40 65.0 70.0 70.0 OLA GSO 740 X0 36' x X OBD WA 75A - MO 65A MO 750 78A O.0 a" 70.0 78.0 42' or % X BA7 64.7 76A 76.0 60.0 &S0 MO 7BA 840 MA MO 750 Ar x % x X x x 65.0 6" 78A 993 O50 O.0 78A 7SA 54' x x X X x X 4" 61.5 70.0 61A 65A no MO 750 60' % x X X X X au 55.6 740 56.6 65A Mo 70.0 76.0 2r WA OS.O BBA 08.0 78.0 MO 86D WA 750 70.0 WA 640 78.0 70.0 3V % x 68.0 Wo 750 75.0: 6.0 6SA 784 MO BSA BSO Mo 76A jig 36' x x BSS a" BBA 664.. 65.0 "A 70.0 740 650 no MO 78A ��Q 42' 72' X x X % X X 040 OS.O MO 750 650 1 no 78A I XG 48' % X x X x x 85.0 640 78A SOA 64.0 840 78A 7" # 54' X X X x X X 6" 61A 78A 61.8 UA 040 MO 784 Z or X % x x X % 05.0 66.6 70.0 550 65.0 840 78.0 740 24' a" a50 ou "A no 78.0 88.0 OSA 78.0 78.0 0" 06.0 764 MA �04 s 30' x X 88.0 OBS MA 75.0 0 BSA 78 0 mo BSS B40 750 740 ilo 3O' X X GO 64.9 Ml Ml MA BSA 78A M0. US 05A 78A MO 42' 74' x x x x x I x Mo a" MO 77.3 "A no 78A I 78A 46' x x x x x x GSA 6" Mo 67.6 OSA 65.0 73A 740 9t44� 5P x x x x- x x 55.0 $0.1 76A O41 63A 040 78A MO O0' I x X X x x x BSA 64.1 740 54.1 43.0 640 78.0 MO 24' x X 08.0 SLO MO 73.0 850 05.0 76.0 MO 654 640 78.0 784 30' X x 0" UA 750 75.0 80.0 65A MO 78A "A BSA 78.0 78A 38' O4' x x % x x x a" MA - 78A 78A 05.0 WA 75.0 78A 42' x x - % x x x 840 05.0 Mo M.0 63.0 650 78.0 7LO 48' % x x X x X 85.0 su MO a" OSA OLA 7" MO 2' x x OOA 00.0 7" 740 a" OSA 78A MO 86.0 840 7OA Mo 30' X x % x X % BSA 840 7" 78A US 85A 7OA 76S 3G' w x % X x x % BSS OSS 76A 78.o 640 no 78.0 MO 42' x X x x X % 840 no 78A 78A 640 65A 7" 7" 24' x X 88.0 640 750 MO BS.O BS.O 78A MO 63.0 +NA 78A 76.0 • 30' lob- x X X X X % - OOS A" 7" 7" "A 640 78.0 7" 38' x % x x X X a" BSA 750 78A 65.0 85A 78.0 784 M PC 14M 24' % % X X x x O50 80.0 MO 76A 65 0 GSA 7" 75A J 30• tsar x x x x x x OLD obA 76A 70.0 eb 0 esD MD 76A 36' x x X X X X OA no 78.0 MO Oso ss.D 76A 7" drawing no. wog-55 sheet of r _TfiqCAL ANCHORS SmMWL snwc1UIWs WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS �� (s7EEL at 4m 1/B'WL 7:0 IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM i" STkt<tt :ry.38 XW MER. TO THE BL%DM STRUCTURE. lay AUBIMWt:8083-T5 MIN. m ' 1t00D BUCKS ^ •'�.• •.�: •i: 7TSCAL ANCHORS a •• SEE ELPN TYPICAL ANCHORS: SEE ELEV. FOR SPACWG F 3/ts'71PY1>l1LQ �r••g•r WTO 213Y WOOD BUCKS OR WOOD STRUCTURE . ?' 1-3/B` MON. PENETRATION INTO WOOD ooOTHRU 1BY WOW BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY � Q 3 � 1-1/4'MIN. EMBED WTO MASONRYORCONC. G3 nB 1 ,•y/ta'txm er eR Eot1N E etenLata SNIPS fir ' — INTO METAL STRUCTURES (1/0'MIN.THICKNESS) 7 t/a'TAPCdffi WTO 2BY WOOD BUCKS OR WOOD STRIICRIRE Rr 1-1/2'MW. PENETRATION INTO WOOD "- THR1 18Y WOOD BUC0 INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4-MIN. EMBED INTO MASONRY OR CONC. INTO METAL STRUCTURES(i/B'MW.THICKNESS) sta Y 3/4 sMs WTO APPROVED MUUMNS (NO SHIM SPACE) aSEALANTSs a FRAME AND VENT CORNERS AND 0WALLATKIN SCREV"AT SILL. SEALED WITH WHITE/ALUWNUM COLORED SEALANT. 3 LI Zd on i 7on #10 x 3/4'SO USE WIM CHART FOR 1/4'ANMIOAS 4 3 1 O t a• g .. ... .: .. ... • • S7R17CNPs iI�5 }, SM ilft FOR sm IYPCAL �AtWt6 WOOD�t rTIVPM SEE ANCHORS �A4M0 WOE COUNTY ftwin9 rm & N ANCH= W02-55 Sheet of I= PAS?/ WAbTf r OXSCMPnOB MAT== UN 4supumlou-n �4 V 1 L-4201 II FRW mma 2 L--Mt 2 RVJE AM 6003-T6 - 3 L-7M 4 QAVA Wa 3/0'MASS) 0003-TO - �( 4 L-7700 1ANO - 4 GAZM BEAD /16' 6063-T4 - O 3 /6 X 3/4' 2/CMW ASMILY swxn - PM.F"UJPS S £} 7 4WS-004 AS ISL IMAM I sOFr we - ppo. TYPMAL V n O �r�B $Q ' R SEE ELEVS 1/4•MAXei gill G WOOD2 Br 1/4'81011 ... g 4. . a• • pwh►Ib 4: i SFE ELN. _ s 7 - Elft7n! EXTERIOR' 21 �' teY aj •�� -- -- 3 V®0 m 8 4 a. OA.On ` •.4} Imm Wm F RA. pp (r 4 GUOG 8 s b drawing no. W02-55 sn t sof. M I A M MDA[)E MIAMI DADE COUNTY,FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 149 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Lawson Industries,Inc. &%I NW 9e Street. Medley,n 33166 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.(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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Aluminum Tube Murton for Series SH:7700 Aluminum Single Hung Window-Impact. APPROVAL DOCUMENT:Drawing No.M01-04,dated 10/25/01,with revision C dated 05/30/02,titled "Mullion Elevations and Details",sheets 1 through 3,prepared by Al Farooq Corporation,signed and sealed by Humayoun Fwooq,P.E.,bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 consists of this page 1 as well as a val document mentioned above. The submitted documentation was review, nel Perez,P.E. �_/ I ?l NOA No 01-1120.01 ARA Expiration Date:June 20,2007 Approval Date:June 20,2002 Page 1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.M01-04,dated 10/25/01,with revision C dated 05/30/02,titled "Mullion Elevations and Details sheets l through 3,prepared by Al-Farooq Corporation,signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on 1 Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked-up drawings and installation diagram of series SH-7700 aluminum single hung windows mulled together,prepared by Fenestration Testing Laboratories,Inc.,Test Report No.FrL-3200,dated September 28,2001, signed and sealed by Luis Figueredo,P.E. 2. Test reports on 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 4)Large Missile Impact Test per SFBC,PA 201-94 5)Cyclic Wind Pressure Loading per SFBC,PA 203-94. along with marked-up drawings and installation diagram of series SH-7700 aluminum single hung windows mulled together,prepared by Fenestration Testing Laboratories,Inc.,Test Report No. FTL-3372,dated March 11,2002, signed and sealed by Luis Figueredo,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis,prepared by Al-Farooq Corporation, dated Nov.8,2001,signed and sealed by Humayoun Farooq,P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.99-0930.01 issued to Security Impact Glass Holdings L.L.C.for.their"SAF-CLAS"dated 12/16/99,expiring on 12/16/02. 2. Notice of Acceptance No.01-0205.02 issued to Solutia Inc.for their"Saflex /Keepsafe.Maximum7 dated 05/17/01,expiring on 05/21/06. E. STATEMENTS 1. Statement letter of conformance,dated April 4,2002,signed and sealed by Humayoun Farooq,P.E. 2. Statement letter of no financial interest,dated April 4,2002,signed and sealed by Humayoun Farooq,P.E. 3. Laboratory compliance letter for Test Report no.FTL-3200,issued by Fenestration Testing Laboratory,Inc.,dated October 5,2001,signed and sealed by Luis Figueredo,P.E. F. OTHER. : 1. None. 0, 1A16-0- '= P Product Control rola N0ANo0j-jt2Uj Expiration Date:June 20,2007 Approval Date:June 20,2002 E-1 DESIGN LOAD CAPACITY - PSF FLOATING CLIP OR WINDOW ANCHORS 75a �U POSITIVE(4)AND NEGATNE(-) Typ I \ 'LNILtON CANtiLE.QIP.. SEE SEPARATE MA FOR � BINDOI► DIMS. 3•CUSTOM MULLION 4' CUSTOM MULLION \\\ QUANTITIES VAC04 40 VG.MM HEIGHT ANCHOR'A'ANCHOR'H' ANCHOR'A'ANCHOR'H' 19-1/8• 100.0 tOOA 100.0 100.0 IN co z e�I 26-1/2' 100.0 100.0 100.0 100.0 0 �y 37' 100.0 100.0 100.0_ 100.03DB !+ p 40• 39-3 100.0 100.0 100.0 100.0 • 44• 100.0 100.0 100.0 100.0 4590 48' loam 100.0 loom 100.0 S3-t/8• 100.0 100.0 1004 100.0 19-1/9' 100.0 100.0 100.0 100.0 J58 � �� cr 26-1/2• 100.0 100.0 100.0 100.0 I-IAeB �g 0 3T 94.5 loom 94.5 100.0 IS - .957 8N� 40' 50-5/8' 91.7 loom 91.7 100.0 �j CTT - 1.893 IN. K' 88.2 100.0 892 1004 3' CUSTOM MU ION 48' 874 loom 97.8 100.0 8083-TS d W-t/8• 97.7 IOOA 87.7 100.0 318 NOTCH 19-1/8' OPT04AL 100.0 100.0 100.0 100.0 ME469 26-1/2' 9&9 100.0 96.9 loom An 3Y 7&8 100.0 79.8 IOU 40' S7• 7&9 100.0 75.9 100.0ANQUE OC O U FLOATING CP W63-T5 44" 72.9 100.0 72.9 '100.0 ww"wDTM(WI) WINDOW INOTH(W2) _ 48' 70.9 100.0 704 100.0 53-1 693 100.0 M3 100A W1 + W2 40 � �U 1a-1/a• 100.0 100.0 1Do.D 1002 AVG. WIDTH m 4= 26-1/2' 852 100.0 85.2 loom -37• 882 100.0 862 100.0- FOR OTHER PERIMETER ANCHORS REFER TO 40' 83' 85.3 100.0 85.3 100.0 PRODUCT APPROVAL. _ . ; .I`0 -I I si E z cd� K' 82.3 . 972 1 82.3 100.0 ANCHORING CONDIT=$VARM FROM THOSE SHOW IN THERE CALCULATIONS B=TO 49• 804 92.9 80.0 loom SEPARATE 04GOSONNO REVIEW. 53-1/w 4" 9&5 5&0 984 �; �T .0 g n 19-1/9• 90.8 100.0 9" 1004 APPROVAL APPLIES TO TWO OR MORE WINDOWS 26-1/2• 89.5 100.0 69.5 100.0 MULLED TOGETHER. Is - 2.070 IN! NOTCH 37•. 543 75.9 54.5 90.9 Cn - 2.233 UN. OPTIONAL 40' 74-1/4• 51.8 71'3 51.8 88.4 4' CUSTOM MULLION ANGLE CLIP 44. 4& 9.3 9 64&9 81.8 . 8083-TS INSTRUCTIONS, eOa3-T5 48'- 46.6 62.4 48.8 77.2 USE MIA.UON/ANCHOR LOW CHART AS FOI.LOWL M M 53-1/6' 44.3 5&5 44.3 72.5 STEP 1 DETER+[ N LOW ROWRED FOR ALUMINUM TUBE MULLIONS WITH Swto FINS OR SMS OR PARTICULAR WINDOW WINDOW FRAME MEMBER INCLUDED DND Sown own toORLUN G SCREWS UK 0"COU NlY APPROVED PRODUCTS 10.E R.M.MOA► SEE&K N O1% MEETING ADM LOW RWUWDAEUM USE WITH: - S.TEP 3 US TO MULMN As PER PRooucr SERIES SH-7700 SINGLE HUNG WINDOWWINDOW 4" g S $ $ SEPARATENOA AJM NW USF6G CHART IStECT 3'OR 4'WI1mM Nml MULLIONS AND WINDOWS ARE $ � FOR WINDOW CAPACITY FOR 1RNO0W CAPACITY SITED CAPACITY OCEEDI O THE=0 IOW SPECIFIED LARGE MISSILE IMPACT RESIST NT s m u IN STEP 1 Awft AND DI? NOT REQUIRE SHUTTERS, USING CHART SEID'•T ANCHOR TYPE'A OR•8'WITH .. IS - .399 IN. + --� W STEP 1 AMIE IS LOADS. •, CZ - 1.429 LINITH+ FW��iIRIS a 1. ALL oTHE A PRODUCTS USED LINT REW M TIENT S MUS[ MEET THE APPLICABLE RADE COU IIY REON.FORM LE.WIND LOW.ANR s xaTER INFILTRATION,FORCED ENTRY a � L RESISTANCE•s 2. ANCHOR EMBEDMENT m BASE MATUM SHALL BE REYOW WALL.COVERING(STUCCO.TILE ETC.) NWLsmIDad< drawing 'no. 3. ANY CONOiTIONII NOT COVERED IN NO VJBMMX 1WI JECT BF M01-04 3" CUSTOM MULUCUSTOM MULE 4" CUSTOM MULLION TO SEPARATE ENGINEER=REKEN. I� 4. ALL MULLIONS TO BE ALLOY 9063-T5. MAY 3 02002 enaet 1 Of 3 3/18'TAPCONS' 3/10'TAPCONS 1-1/1'MIN.EMBEDINTO 1 PER ONRE i-1-.'MH4•EMBED�7ANU V zi a jet aid.; '(•,•tet 1 p NOTCH . 81 f1 2 X 2 X 1 8' OPTIONFL tl f b ----------^-''i aJ U m PER ANQ.E ito smsLJ L8 22 X.1 ; 32 PER ANGLE _ ; p n .m n t I 1 i 1 I C ANCHORS TYPE 'A' ANCHORS TYPE USIM AMx.E Ctx+S - - USM ANOW CUPS a ANCHORS THIRU W000 BUCKS DRO MASONRY ANCHORS OWECTLY TO MASONRY �kn 3/16'TAPCONS TAPCONS BY -!t CO IND. INC.' Q . 3/18'TAPCONS q 1-1/t'MIN.DOW INTO'YASd/RY 1-1 'MIN.EMBED INTO CONC. � 3,q 1'1�.1. .. 2 PER CLP - 2 PER CLIP •/� • '� - { y • .,� °i' v,� • :i:. o 3/16'TAPfXN6 ail::•�� a�it•. 1'1/2'YN.d�DafO tXxtC. 2 PER CUP � dl ib 1 1 FWATIN6 CUP 1 1 .. OPTIONAL Q i._J b - IM-017 - 4------------- NOTCH ROAlR16 Cly 1 i OPTIONAL 1 1 - ; —,b 1 , 1 1 -------------�i ,�+ �, 1 1 11 IL 1 1 1 1 1 1 1 1 IVL 1 1 I 1 i i � �' •.' � XWOV FV.PE i i6Wd Waft i ANCHORS TYPE 'A' ANCHORS TYPE 'B' Fes` USING FLOATING cLro US=naTlHc CUP xo,x - b ANS THAU WOOD BUCKS WM MASONRY ANCHORS DIRECTLY 10 MASONRY - . _ OtMmi P 1 dNaWinq nO. MAY 3 0 2001 NIN@B1 2 or . 3/18'TM=W CONE.EMBED M 1-1/ 3/16'TAPCONS V 2' IN. mm IMI.EMBED INTO CO NC �� T 1 PER ANfA.E - t PER ANIt1I.E -�Z-. t r-Nn N I 1A 1 .1 dl IV 4 Is 0.l.. u m i t ^ -------------� p < i r rit0 SMS 1 PER ANGLE r 1 1 1 t I C r 1 i i i i I r i i r I i i I r I r r 1 1 r t r I I • + 1 r I . . ; i I r r 1 0 SMS I 1 r r r r 2 PER ANGLE Z • Z R • 1 r r r r r r _ 1 1 �_ 1 �------------- n '� sl 1 / p le AI tl t 1 ql It . .. �. :. • :f, 3/10'TAPCONS 3/18'TAPCONS 1-1/Y pOH.eMeEo Km cow- 1-1/2'UK EMBED wo cmc 1-PER ANGLE � 1 PER ANGLE ANCHORS TYPE 'B' ANCHORS TYPE USNO ANIBLH CUPS tlSw6 FLOAt0f0 aro ` ANCHORS DIRECTLY TO MASONRY � ANCHORS OIRECILY TO Wl�tOr'r -.JIM,TAPCONS BY TWO IND. INC.' r -WUAM APpavaAm�r d .�' ` NOAV 8 8 0 rte• Mkad e 1230f ing no. MAY 3 0 2m2 1-04 3 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Flarlda 33012 SH Ph: (305)384-9952 Fax:(305)828-5118 SINGHWE HUNG ow LARGE, SMALL AND NONE-MISSILE IMPACT.) NOAse 02=0212*02 ti EX . P 04=22=2007 M 1 A MI*DADE NIIANII-DADE COUNTY.FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI.FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2903 NOTICE OF ACCEPTANCE (NOA) Sunshine WIndows MFG.,Inc. 1745 West 33d Place Hialeah,FL 33012 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.(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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series 112000"Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.SH98-04,titled"Series 2000 Aluminum Single Hung Window", sheets 1 through 5,prepared,signed and scaled by Francisco Hernandez, P.E.,dated 3/25/99,bearing the Miami- Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large,Small and None 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 renews NOA#00-0403.07 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02-0212.02 o Expiration Date: April 22,2007 Approval Date:March 21,2002 - Page 1 ' Sunshine Windows I Manufacturing, bc. i 1IC106%FWWG 3012 DESIGN PRESSURE CHART-PSF Fa -31,3ix: 8s s SERIES-2000 ALU CN M SINGLE HUNG WRMW : HURRICANR PROTEC,'PION IS MUMM ANCHOR LIGHTDi7�T'Y M®IUM DUTY /STET .REII�FORC '17 HEAD ANCHORSSEE MAX T a �� DIlVffi�ISION � � A 6" MAX. � a� r� 3/16"TAPOONS 3/16'ANNE3AI�t3l.A3.4 3/!6=AmAum m ASs 1/4-mm.m4 3S C -j. .._ Ddb-ANK 01" 6•ANN M" 3/16`TA4'OONS 1W TAP_OON3 3/16'TAPOONS :VV TAPOONS 11V TAPODN3 '� �•�� PERBRAD rM IAbID' a Lc WIDTH HEIGHT AND.• EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 t/x 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 = ________ �I II ' -i�---------��-=------- v --------- r----- --1 ------ 26 1/2• 2,11 2a 2 It 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 ;; // 37• 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 .. 122.5 98.0 122.5 9E.0 1 A:.5 98.0 184.8 N II II OM1` g W ell H a3-t/e• 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 9E.0. 1: 2.5 98.0 184.8 3 0 f 19"118' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.598.0 122.5 98.0 184.8 p V ii II Z ;g is 1/20 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3 ;; li 3i.3/e• 3 m ---------, --------- si' 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8If a3 1/e• 4 60.7 64.8 60.7 64.8 90.6 '1 90.6 97.1 97.1 1 90.6 90.6 98.0 122.5 98.0 144.3 i9;1118' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0. 122.5 98.0 184.8 26 1/29 `..' '-2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 24" MAX. 37' . s/e 3 4 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 C 83;t fx• 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 (� 19.1/x' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 WINDOW WIDTH 26.11r 2 83 5 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 SILL ANCHORS SEE CHART C14 37" 3 60.7 61.5 60.7 89.5 89.6 1 89.6 98.0 111.61 89.6 89.6 98.0 111.6 98.0 168.3 r; 53.111x' 4 . 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 1 74.9 74.9 74.9 98.0 104.0 TWIr,AL ELEVATION 1 OVER 1 19;1/x• :•_ : :: 2 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 FALSE MUNTiNS (SURFACE APPLIED) MAY BE USED -j 2e•1/2' 74 1/4' 2 5 60.7 87.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 PRODUCE'RENEWED 3T 3 51.4• 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 ACCEPI'A.vCE Na _ _ - -- OZ OLt ZsOZ i A.°PROVED AS I�tliPl Y1NG ►VITH THE EM'�4TI0, ATE Dmwn or.._J N BASED ON N11.--18143 DATED 7-12-94 BASED ON M--16175 DATE f7-12-94 BASED ON IM--16178 DATED 7-12-94 SOUTH FLORIDA BUILDING CODE o Da{� 3-25-99 TEST SSE- a3 1/a• x 83• (1 OVER 1) Tf3T sim- a3 1/a• x 63• (1 mm 1) TEST SIZE- 53 1/a•x 63• (1 aVER 1) TEST WADE- +70.0 -70.0 PSF TEST LOADS= +105.0 -105.0 PSF TEST LAADS- +1$6.0 1 0 PW DA f9 OE510E1 WADS- +46.7 -48.7 PSF LAOS- +70.0 70.0 PSF DESIGN LOADS- +99.0 -104.0 PSF c PROD(1C('CO OLDIY[5R3- j�(-- Sool�1/2--1• MlA1tR 9rF1LTRATION TEST• 9.1 PSF WATER 9iFll1RATKIN TEST- 14.7 PSF WATER /81l THAT10!! TEST- 14.7 PSF By SUILDINO CODE COMP > TESTED GLASS- DSB ANWALED TWO GLASS- 3/16' ANNEALED 1FS1ED GLASS- 3/16•ANME40 PROD C05ML OiViSi0 INCE OFFICE :i BU;L SDE COIhPi fARCE OFFICE accEPrarlcE I10.m o4o-3 • i s ' DRAMf9iC NO. SH98-04 • •'`r'_ FTiIWCiSCO HERNANDEZ FL PE 51393 SHEET # 1 OF 5 4 Sunshine Windows DBSIGN PMSURB CHMT-PSF Manufacturing, Inc. '.� 17+15 W. 33rd Plcaa SERUM-2000 ALUhffK M SINGLB HUNG WINWW Raft 33012 Ph* f13es4_9 Fo :30528-51 181/4"TIPD GLAS HEAD ANCHORS SEE CHART `°. FOR LIGHT,MEDIUM AND HEAVY DUTY VANDOWS -WINDOW ANCHOR A DIlViffiV'SION SC MUL13 HURRICANB PP-OTWnON IS REQUIRED 6" 14 MAX. STANDARD SILL 3"RICE SILL m� tt mw" Pffit I AD SA6"TAPOONS IX TAPCONS 8/16"TAPCONS 1W TAPCONS AND SIIL I�JAb!$ _ t t tl II 11 WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. 1/4" TEMPEREDIIGIASS -MIRE is 1/e• 2 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 a ----- - It tt LAI 2e.1/2• 2B 2 3 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 ;; ;; ii . 3r 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 0 N 2 ;; N � 531/0' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 3 p `. is 1/e• 2 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0z It 18'1/2• 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 1/4" VMPEREDIIGLASS 4 I t 11 tt tt 3r 3/8* 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 ------- ----------L -I�---------�i--------- 531/8• 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 191/V 2 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 C // it II I. II V 11 2e 1/28 2 66.7 148.9 66.7 1300.0 75.0 148.9 75.0 300.0 so 5/8• 5 3r 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 " h_ 6 4 MAX 53 1/e" 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 WINDOW WIDTH 1s 1/e' WINDOW. 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.01 SILL ANCHORS SEE CHART 28.1/2• 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 6 ,:. 3T 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 4 TMCAL VAnON 1 OVER i a3.1/1� 4, 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 '' •` -... 19 .1/e' _ 2,. 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 FALSE MUNTINS (SURFACE APPLIED) L MAY 8E USED PRODUCT RENEWED F-� u ? = 16 1/2" 74 1/4 2 6 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 - coa 3r 3 65.7 85. � 66.7 155.0 75.0 85.8 75.0 155.0 ACCEPTANCE No. A' �Z t Z •bZ til tZ 14 7 <• 53 1/e 4 66.7 69.8 a8.7 75.0 69.8 o9.8 75.0 75.0 APPROVED AS COMPLYING WITH THE EXPIRATION DATE J N Drown SOUTH FLORIDA BUILDING CODE By RASED ON FTL-1837 DATED 11-19-97DA d2 0 0 RODUCI CONTROLDIVISION Date 3-25-99 TEST SIZE- 53 1/8" X 74 1/4` (1 OVER 1) BLRLDINO CODE COkIPUANCE OFFICE " a." TEST LOADS- +112.5 -112.5 PSF BY Soote:l 2 =1 DESIGN LOADS= +75.0 -75.0 PSF PRO T OL DIYTSION WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL Rapt 11.3 PSF WITH 3• HIGH SILL SUI CODE COMPLIANCE OFFICE TESTED GLASS= 1/4" TEMPERED ACCEPTANCE 110. g 4'S•0 Rat>�an: DtiAwn NO. SH98-04 FRANCISCO HERNANDEZ rSHEET FL PE# 51393 u "� 2 OF 5 PRODUC I RF:NEvti x.0 MA'1>>r UAL lei (V LKillktkL bkA,uv,XA Q '(r 0 2 l'L p Z WOOD BUCKS NOT BY SUNSHINE WINDOWS, Sunshine Windows ACCEPTANCE Na-• MUST SUSTAIN LOADS IMPOSED BY GIA?:ZC � �'!►1rr t = 7tEQA DBSCIUMION 1 17!��. Manufacturing, inc. vZ .' SYSTEM AND TRANSFER THEM TO THE BUILDING 1SW-014 1 FRAME HEAD 6063-T5 E70'IRA'ITON DA STRUCTURE 1icleak177 5 W FWAG � TYPICAL ANCHORS 2 SW-52101 1 FRAME SILL 6063 -T5 Ph. �5 84-9932 PRODtPCI' L 4 SW-015 1 MEETING RAIL 10N SEE ELEVATION FOR SPACING Fmc(=3828-5118 , WINO CODE CO CE OFFICE ANCHORS: t 8063-T5 •H - • INTO 2BY WOOD BUCKS OR WOOD STUCTURE 5 SW-017 1 SASH TOP RA1tL 6083-T5 ••`' I • ' 3/16' OR 1/4' TAPCONS WITH 1 1/2' MIN. PENETRATION INTO WOOD 'A * • 1 SASH BOTTOM RAIL 6083-T5 , -4335 `` • * d,. i ' '• INTO 1BY WOOD BUCKS OR INTO MASONRY - 8 ' 3/16' OR 1/4' TAPCONS WITH 1 1/4' MIN. EMBED INTO MASONRY 7 SW-40771 1 3' RISER6063-75 p+ CCU • x .-• ,� , GLAMG N=OD , , 9 SW AS 14 ASSEMBLY SCREWS 8X1PH PHIWP CRS y ' • • .,::..:.-:• USE-ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR c EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR , SW-667 2/VENT LATCH ZINC m 1 � _ C<cr . ~ -- 12 SW-1820 AS RQD SEAL. PILE FELT LtJ SS m ri A 15 o 0o in 13 SW-3257 AS ROD WEATHER STRIP BULB VINYL O 14 ►� - t++iz . 17 14 SW 1520 AS ROD GLAZING TAPE' FOAM ,.! 15 SIN-018 AS ROD GLAZING BEAD 8083-T5 Ina 3/4' X 3/e' STEEL BAR USED 17 SW-3082 AS ROD WEATHER STRIP BULB VINYL 12 AT HEAVY DUTY WINDOW ONLY 12 18 SW-013 1 FRAME SILL/3' RISER 6063-T5 -:. LATM OPTION 19 -4077 1 BOTTOM RAIL/3 6063-T5 r 5 8 X 5/8- STEEL BAER USED . 4 4 AT HEAVY DUTY WINDOW ONLY 20 -433 2/VENT LATCH BOTTOM RAIL 6063-T5 .�. 9 5 I I APPROVED AS COMPLYING WITH THE I I . I SOUTH FLORIDA BUILDING CODE o .;; DAT 4 02 o I BY ' 19 7 I PRODU CQ OL DIV! ION I r i 8 20 2' SILL LATCH I 18 I BUILDING CODE COMPLIANCE ICE I I I ACCEPTANCE NO. 04 2 H 13 I I I o I I m 1/20 WEEP SLATS ao F (/� 8 20 2' Sil LATCH I AT EACH ENWEEP DLOTS r�i AT EACH ENO M 1a 7 op ' I �� OCi ! Drown er• JN 13 2 `E ( g I I I I Date: 3 25_99 :1/20 WEEP. SLOT5 18 +.' A EACH END L--- -----� L----- ----- Swle:1 2"=1• 1/2' WEEP SLOTS M ...•..... ATT FJ1CH ENO 1 8Y OR 2 BY 1 BY OR 2 8Y ROM=- /'� WOOD BUCK 000 BUCK .,,�'•s:.°�. •- ... '4 ''�='':• LIGHT DUTY MEDIUM AND HEAVY DUTY •4. i .. '.. . ,, w DPAVW N0. .•: . • a:••-{' _' - ',•• ,,:.•:: SH98-04 d f TYPICAL ANCHORS t •�'• d SEE ELEVATION FOR SPACING • ' 3-z s- -00 L30 T LIGHT DUTY MEDIUM AND HEAVY DUTY FRANCISCO HERNANDQ F 5 FL PE# 51393 Sunshine Windows ' manufacturing, Inc. MAX 0.812{� �+--1.625--� 1745 W. 53rd Place 1 8Y OR 2 BY IMS 1 Weak FbrMa 31012 Ph: 305 564-9952 s, BUCK Fax: 8118 �+--2.082---� 0.050 A . 1.875 ' 1T1750 = 2.125 1.250 •+ • • . . ' 0.050 0.39�I �-- •'' 1.312 0.395 __ L4 (. 15 10 16 ' • : , 0.812 0.750 � 0.812 FRAME HEAD GLAZING STOP MEETING RAIL 8 17 A SW-014 SW-018 SW-015 SASH TOP RAIL C'Ma ' 6053-T5 SW-017 6063_T5 6063-T5 6063-T5 N fig 92, A A. 0.937 .�'• :,�. O :s% `: 2.127 • ' WINDOW WIDTHF••�� 2.314 0.050 0.062 IP 2.000 �'-'�-0.592 x HORIZONTAL SF=ON ANCHORS T 1.045 ` :; ^• SEE ELEVATION AND 0. 1.000 0.050 CHART FOR SPACING 1' 0.094 �----2.078--� 2.375 MATSBIAL LIST(HORIZONTAL SECnON) -40.810 FRAME SILL FRAME JAMB SASH SIDE RAIL LATCH BOTTON RAIL IiBM# :lA�T# Ilt>DQIa D�I39IITiON NAZSRIAL -52101 SW-011 SW-012 SW-43353 i 4 6063-T5 606375 6063-T5 6063-T5 -3 =SW-011 2 FRAME JAMB 6063-75 ::8 SW-012 .2 SASH SIDE RAIL 6063-75 tt: : 10 " SW-8202A4/VENT FACE GUIDES NYLON 14 SW-1520 AS ROD GLAZING TAPE FOAM - .15 • SW-018 AS ROO GLAZING BEAD 6063-T5 3 116 '• _ALUMINUM 17 •' SW-3082 AS RQD WEATHER Siktr' BULB VINYL �'- 1.625- �-- Drawn %r. J N PRODUCT RENEWED 1 Dofie: 3-25-99 1 -0112'.0t APPROVED AS COMPLYING WITH THE 0.078 scow:1/2u=1 ACCEPTANCE No. O SOUTH FLORIDA BUILDING CODE " " -25-00 EXPIRATION DA 0,2",Z 2.750 0.887 3.250 0.062 i 3.062 Rw4Wwx BY 2.077--� T O OL (VISION PRODU CO DIVISIONFRAME SILL 3-zS-Op BUILDINOCODECOMPIIANCEOFb7CE BUILDI CODE �PUANCE 0�1� 5W-013 1 090 OtL1YMUV0 lam. r. 6063-T5 r , ;:' . 4CCEPTANCE h0. 0'¢ } FRANCISCO HERNANOEZ SH98-04 FL PEI 51393 SASH BOTTOM .':tl 55 SASH BOTTOM RAIL SILL RISER SHEET 6063--TT'55 SW-40'"O60643°-M 4 f 6063-M OF 5 'r i TYPICAL ANCHORS - . .• . • . rnM: PART# RMA DZ8CRtff1ON MATZOAL � 4` A 14° MAX..- Sunshine Windows " } `�� :�_ • \ /•' . •. .-. .•. .y . 1 SW-014 `1 FRAME HEAL} w 606373 'Il Manufacturing, Inc. ��' `�• •' I 2 SW52101 1 FRAME SILL 6063-T5 1748 W. 33rd Place •} •-•� Hlalaah. FWWa 13012 .• i f I (� Ph: (3053"-9932 ~, . �'':''�•: •J :; s ,... 3 SW-011 2 FRAME JAMB 6063 T5 Fax:t�3033828-6118 4 4011 1 MEETING RAIL. 6063 T5 IIJAACT GLASS 172 :: JL--JL-- 5 SW-017 1 SASH 70P RAIL 6063 T5 =T- -if-——1r—- -'.=. 6 SW433511 SASH BOTTOM RAIL. 6063 T5 U : (� I Pd 7 SWEI2021 2 N SASH CAM NYLON U3 y •`� yw to 4; SW-012 2 SASH SIDE RAIL 6063-75 O 9 SW-AS AS REQASSEMBLY SCREWS 8X1` PH PHILLIP CRS Z U {� I.I _ • 12 W N N - 10 M207J 4/VENT FACE GUIDES NYLON 3 �d IMPACT :GLASSm ST o `, '�},. • -a-LATCH OPTION - 11 433 2/VENT LATCH 6063-T5 N EEL BAR. =_JL__;L �go 12 SW1820 AS RQD SEAL PILE FELT d C N ° t` 4 Q 13 SW3257 AS ROD WEATHER STRIP BULB VINYL IA I I oc 14 — AS ROD SILICONE DC-795/SM-5731 LI 0 Ax15 SW—018 AS ROD GLAZING BEAD 6063-75 4' I14' MAX. 4' u NS --1 �--- --� z• p,� FALSE M NTI 16 SW540 2 SPIRAL BALANCE ALUMINUM (SURFACE APPLIED) APPROVED AS COMPLYING WITH THE MAY BE USED WINDOW WIDTH SOUTH FLORIDA BUILDING CGDE GLAMG: SILL ANCHORS SEE CHART GLASS OPTIONS: 'TYPICAL ELEVATION 1 OVER 1 A 3 8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1�8' HEAT STRENTHENED BASED ON FTL=19 DATED 8— 8 �_•'. .. � "`` '?f`� ' PRO OL DIVISION ,LASS WITH AN 0.010` INTERLAYER FILM. GLASSLAM SAFETY PLUS AND A 3/8' ¢¢ WIDE CLOSED CELL FOAM.-FRANK LOWE RUBBER & GASKET S-10 ON EACH SIDE TEST SIZE= 53 1/8�` X 73 3/4 1 OVER 1) r:;;•.: :: 333 8UILDt CODE 0�� OFF AF FILM AT PERIMETER EDGE. TEST LOADS= +1 5.0 —135.0 PSF B 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 11/8" HEAT STRENTI ED DESIGN LOADS= +70.0 -90.0 -ACCEPTANCE NO.00� 03.0 I WITH AN o.090 INTERLAYER FlL>r1. DUPONT WITH•Stir WATER INFILTRATION 'BEST= 10.5 PSF METHOD: TESTED GLASS=_3_,/8 HEAT STRENTHENED LAMINATED � �1 ETRATION 'USING A CLEAR COLORED CYCLIC WIND L TEST= +90.0 —90.0 PSF INTERIOR GLAZED WITH 3/8 GLAZING PEN ADHESIVE BEDDING COMPOUND. SCHNEE MOREHEAD 5731 OR DOW CORNING 795. , D AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH HURRIt:AN$RESISTANT SIEiUT1'B�RS ARE NOT REQUIRED AN ' 6 TWO NO. 8 X 3/4 PHSMS PER BEAD. s• a Y r I 11 ANCHORS: W 3/8• MAX, '••," INTO 29Y WOOD BUCKS OR WOOD STUC URE 1 BY OR 2 BY WOOD BUCK SHIµS :• p 3/16' TAPCONS WITH1 1/2' MIN. PENETRATION INTO WOOD.13 a '`► _ ti INTO 1B WOOD BUCKS OR INTO MASONRY j. t"-' `• '• •, 3/16' TAPCONS WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY. 7 12 15 t0 18 ' ,.J,r •..4 ENO ANCFIORs I ANCHORS •• WINDOW PER WINDOW PER ` I ••,� •, 'f '.y:•.".. 8 • WIDTH HW do HEIGHT JAMB SILL ' 'A • .. :••..• r e i;:;:r .. ::v•' _�r?:`i ion 19 1/82 26' 3 Drown Bye_J N •_;• `• ••4' . A ~ • M _ 26 1/2' 3 38 3/8' 4 Data: 3-25-99 `.•: a , •. . ' = 3T 4 50 5/8" 5 scale•1 2 r.Y ~j VERTICAL SECTION L 5 63' 6 • 73 3/4' 8 Rwision:�— =I. { 14DRAWa. :DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF � 3 "° '�. FOR ALL WINDO�P SIZES EQUAL OR SMAi T RIR THAN TEST UNIT ( U J S H 9 804 WINDOW \/ t;Z7sH+�LJ �`------�� i �• �-Zs d SHEET TYPICAL ANCHORS FRANCISCO HERNANDEZ 5 OF .5 . . 3IMPA►CT RESISTANT �PINDO'PV HORIZONTAL SECTION n- PES 51393 JELBrW-EN. WINDOWS & DOORS HURRIC"AHE D R SYSTEMSSISTEMA PARA PUERTAS H-URACANES i Contains Acceptance No. 02-1022.14 Expires 12/02/2007 Contains Acceptance No. 02-1211.10 a Expires 07/17/2008 `0 Contains Acceptance No. 02-1211.18 � `0 Expires 08/15/2007 V For a complete listing of JELD-WEN Hurricane Door Systems Visit our website at www.jeld-wenrL-search.com • DADE THD-18006 5B 3-03 d MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA NIETRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OFF ACCEPTANCE (NOA) Jeld-Wen,Inc. 31725 Highway 97 North. Chiloquin, OR 97624 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(Al IJ). 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. 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 within their jurisdiction. BORA reserves the right u product or material u revoke, modify, or suspend the use of such p o ,I b 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. "ThisPP been roduct is approved as described herein, and has bdesigned to comply with the High Velocity Hurricane P "Lone of the Florida Building Code. . DESCRIPTION: Series Jeld-Wen©Steel W/E Outswing Opaque Insulated Steel lloors APPROVAL DOCCIMENT: Drawing No. DC9921, titled"Outswing Opaque Insulated Steel Double Door in Wood Frame",sheets I through 6 of 6, prepared by R.W. Consulting, Inc.,dated 9/25/00 with revision No: i dated 10/11/02,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 lobo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been tiled 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 liar termination and removal of NOA. AmIF.RTISEMENT: 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. I N'SPF.CTION: A copy of this entire NOA shall be provided to the riser by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the 131.111ding Official. This NOA revises and renews NOA # 00-1003.04 and consists of this page i as Nvell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, Y.E. NOA i 02-1022.14 G. y Expiration bate: December 02,2007 - � Approval Date: December 19,2*002 PaI 4 JELD-WEN® STEEL OUTSWING OPAQUE DOUBLE DOOR tX FRAME WIDTH'74-1/2" z MAX.'O.A. y WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES Of to rn rn tn O.A. MAX. FRAME WIDTH 74-1/2" z 4 o: N - _ O I Ni w 3 N o GENERAL NOTES ® wLLjL 'to >M 00. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M M MIAMI—DARE COUNTY.. I 1 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED \ / \ mmw PROPERLY TO TfWISFER LOADS TO THE to STRUCTURE. I-- t-- w Z):2 3. PRODUCT ANCHORS SHALL BE AS LISTED AS t=.'1 Z �O� !>n SPACED AS SHOWN ON DETAILS.ANCHOR Li tj 0�t� .{Iw— EM9EDMENT TO BASE MATERIAL SHALL BE BEYOND l = O.� O WALL FINISH OR STUCCO. w \ / w Id ow ZZ 4. IMPACT RESISTANT SHUTTERS NOT REWIRED. 2 r5_ 0D; Do 2-1 S. DESIGN FOR6 6:8:SSURE WOODFRAMESS;SHALL TABLE THIS FOLLOWS: ET \ O , / t+�. O LL N W Z W j W — FOR 8'0"WOOD FRAMES; SEE TABLE THIS SHEET l,J 6. ALL OiMENS10NS ARE GNEN IN INCHES UNLESS x �gC p wca OTHERWISE SHOWN. - 2 0 O Q Cf. a O O z Y m FFGa�m�nized WIMG INSULATED STEEL DOOR mon to all frame conditions) Z Nets: 24 ga. (0.020') minimum thickness, N steel A-525 commercial quality —AKDO CK Z per ASTM 620 with yield strength Fy(min.)=24,600 psi. O t,1 N Gare design: Expanded polystyrene with ,.D to 1.25 6'—8" HEIGHT - 8'—0" H E I G H T lbs. density. _ a 0 •ConstrueCron: steel face sheets glued to expanded � poly^lyxene (EPS), with wood roils and Laminated Veneered Lumber stiles and a wood lock block COLONIAL 6 PANEL DOOR reinTareement. VIEWED FROM EXTERIOR o .. Z (SHOWN FOR CLARITY•OF VIEW) _/7� / !ABLE OF CONTENTS "�'CTr Sr SHEET § DESCRIPTION GQ� -- 1 COMMON (GENERAL NOTES. TYPICAL_ELEVATION) CONSULTING ------2__-_- DOUBLE 6.8' WOOD FRAME (ANCHORS,_ELEVATION)_ (813) 684-3831 DOUBLE 8.0" WOOD FRAME (ANCHORS, ELFVATION p E S I G IV P R F-S 1 tJ R E= R A FI ISI G 4 DOUIJLE DOOR HORIZONTAL CROSS SECTIONS — ---- — ow:9/25/00 5 _ DOUBLE DOOR VERT. CROSS SECTIONS BILL OF MATERIALS) \ YFfERE WATER irin"WHON WIIERE WATER g1Fk.rRATION 6 COMMON DOOR MOyELS. LOCK DETAILS REQUIREMENT IS uEEIAD RrOUIPEMF.NT IS ml NEEDS SCALE:N.T.S. —._ �_— �.—. Appmvtd of rmapt}iagwidUke Flarkla Du6I I. Cade owG.BY:TJH .-_.___-_____.—____—__-- POSITIVE •�• 48.0 psf 48.0 psf D21e psf 4 OA9 MAI BY: RW .. — bSWml Dade l'todact DRAVANe No: � DC9921 s11EEr 1 of G t . e X W ` z �• I 1 �` � � � 2 6" rs2"�--12=-I 6"" 6.. f 12�--12"—^� 6"I 2 3 - - --- v q M 1 MAX. MAX. 1 I MAX. MA X. I 5 z_ p w =.5 • _ _- __ — __ 4 Q N p.n \ i 3 • � I I I I � � � a } 14' TYP. R@ o I I 4N Jl.l Z M I I I I =D� 14' TYP. 7 FniI I I ooJo>.tOw i pw0 oWo m Jo z(n W m� 21 I I NWz ov) I[F 7 OR 9 i egre o o �o F' 14' TYP. x,13 { •^�� I I o ODC • { 2 al zp a � � I I I Z>- 14' m 14' TYP. 20 0 L ulO 16 I r { ?•� I � N. 14' TYP. 9 I f- I I '._ __ I 9 A.._..A., --12" --12= 2" I I MAX �I MAX. `I 6 MAX MAX. - p Anchors Typical Opp"le JmM Z 6'8>, 6 PANEL DOOR ANCHOR LOCATIONS �8 VIEWED FROM EXTERIOR �-� — CONsur.riric (SHOWN FOR CLARITY OF VIEW) (H 13) 684-3831; 66 nAIE:9/25/00_ ~ 6 •' .ls•pm.vJn�rnnglsyint;Irishl6e ScAlE:N.I'.S. iinn4a It Win It Irxc. BY: 55 \ K I. tong clnc err:RW '(A Annmlua,hrroaa�rc I �wCw� Iw o ny DC9c)21 v1EEr 7. or G s a z 1 �6' {--,2'—►f--12 6" 12--I--12" 1 3J � Z a IMAX• MAX• 6" 6" 6" 2 rn t. z CAtn 4 z o „� z2zn 17.25' TYP 3 I I I ® I 1 o N O N •7 RG) 0 I I .41 w� = Y � n cin. II I V) 17' TYP. 7 • 34 I I I oot -Lu awo cot,�j oF0r m wp zN W 1T TYP. 7 OR 9 [JU U i '>az `Q oN o 0=)In W o 0 00 MCI � 70 O 2 a Z a 17' TYP. 14 I i 20 y If LA • - - O .i ,6 17' TYP. 9 Iry I I I Z r w tn L ALAr "A'-..A.. �--- ^' zz Anchors Typicot 4PPosite Jamb I MAX. rMl AX. �I 66. �- p{pX_ ti{AX I o ` 6" 1 6..l-- 8'0" 6 PANEL DOOR d1z "A" �-�'a" VIEWED FROM EXTERIOR ANCHOR LOCATIONS � (SHOWN FOR CLARITY OF VIEW!) IRW -' corlsul.rlrlc • 4 (ata) 684-3831 s C6�--� 1• 6 oATE:9/25/00 �•• ApPnrvrA os cempl}iaK witU tqr S'E'N.T.S. \ FMridalNd.lieRDO DwG• By:TJH Ibte No Gnc.BY. RW Ati..i D d*Product, Put WAvnw.No.: M i..toa J DC0021 :JtEET 3 ar 6 • A X 0. A. MAX. FRAME WIDTH 74.5" ow Z n r, rn n 31 Ln z ce 0 a > q x M Z O z r . a °e 1.15" MIN. EMB. INTERIOR , � � pO� —1 33 0^ _ P q x x ern va 7 27 14 9 � P 13 13 13 > e `'iZ w o ° w�a w a 26 ao� to 15T5 ago otn 0 \\ \ 22 + Owp J O O 1-3/4" 20 0 i w v D Pp �OZ W c r ~~� O Z 8 8 p=3 O O Prl tna n n 0 a 0 a x + J 6 ° ..m 1 6 20 32 16 20 ° z 31 2 4 20 t5 4 2 1-1/4" EXTERIOR I MINy a --—-- 32 o (TYP. INSTALLATION z .i (TYP. INSTALLATION IN O MU 2X WOOp BUCK u J 2X WOOD BUCK) 36.0" MAX. WIDTH --- 36.75" MAX. WIDTH INTO MASONRY) N �; 0 W/ASTRAGAL LU d O O ttACTIVE PANEL ACTIVE PANEL- W/ ASTRAGAL. f UE/ i �- [1 HORIZONTAL CROSS_ SECTION CONSULTING NOTE: \\ (ata) 684-3831 l'� '-t -.- _ .- _- - -- - DATE:9/25/00 1 1 . 6'8 AND 8'0 AS TRAGAL #9 X I " PFH WS MAX. 13" ON CENTER Aptrc, m compigua vuh ae SME:N.TS _ • Ftorida ttu C DwG BY: WH I tete —1 ' NOAa na.Hr: RW ntit mI lade P—IUCc oaPwvir,NO: 8; DC9921 - rrcEr s i i • A 4-9/16' G 7 ° e Z F- 30 ITEM DESCRIPTION o a t N A ? m 31 2 Hinge jamb t-1 4 .x 4-1 2 Wood Jamb) - PINE Head jamb i-1 4 x 4-1 2 Wood Jamb - PINE 1.15 min. ertb. 4 4 x 4 butt hin es 1 a. . 97 C.R. S EL ¢ K N 33 zio N A = "i 6 9 X t PFH wood screw (hinge- to'frame z z 11 3 8 x 3 PFH wood screw _ ; z - 8 10 x 2 PFH wood screw o In N o In 9 1/4" to con 1-1 4 into mason W im _ _ ITW BUILDEX TAPCON NOA 96-t 226.03_or ")'U a 18 ELCO TAPCON (NQA 97-0731.15 E 10 N A X l _Ll__N A 'W z E 13 T a a 72 Bumper threshold t-1 4 x 4 5/8 x 5/8' extruded alum. Wm 1 . R E o 0 13 Compression weatherstrip Schlegel 0-Lon 005 650 Z)oK vw q t,Jj I R g a 14 xtruded Aluminum Astro al Im erial ANH �a1` to £ M R I. 15 9 x 1 PFH wood screw - Q41� o E R - a 16 Face sheet 24 x. .020 thk.min alv.steel A-525.F =24,600 si. C)`''3 i o0 Ea 17 NIA zEntWe VJ �a S 6 t T Rail (wood 1.67" x 1.042" v3iwZ- 2 Jm c)) ro 19 Bottom Rail wood 1.067" x 1.065" ��rc o� C3 m 20 i til wo d 1.067" x 1.042" laminated v n er lumber .0.0 O �Z F 21 Wood lock reinforcement 1.67 x 2.75' x 4.75 0I L- w< _ _ = 22 Astra al Throw Bolt Steel .31" diameter 19.25"lonaL °• a Lo 23 N A i w w w 24 N A sm = 1.75' _ = 25 N A J -j w w 26 Astra al Reinforcement Plate - located to anti bottom of—_ w w f Astro al 7.125 wide x 18.0r1on ;< .060�thick steel o a in- (L< Attached with 8 6 x 1 PFH Wood Screw - 27 Kwikset titan series lock b 200 a ¢ < •kset titarseries deodbolt� 600 o F i F f 29 8 X 1-1 2 PFH WS 30 Masonry Masonr wall z - ¢ 31 2x wood buck Ofu 0 o d d 32 Expanded Polystyrene 1.0 to 1.255 lb. 3 12 DYLITE MFG. BY JELD-WEN �__ a w - 33 1/4" max. shim space ~ 34 Wood Tock reinforcement Tgo CONSULTING WOOD OR . - �}-5/8' SUBSTRATE ► \ (81-1) 684-3831 MASONRY -)E:9/25/00 _ TYPICAL #8 PFH WS IN WOOD SUBSTRATE (MIN. 1.15" EMB. n ecµe:rLr.S. OR ) rnMo•tt�+n1)iAQwke)at awc m f.Jll -tlorMa 9aklin � t nak iAPC;ON TYPE ANCHOR FOR MASOrlr<'r >UOSTRnTF (Merl. 1.;5" EMB.) NUAp .. c)ar.nr: RW --1 TMdt PmdwL(- oyvot eRAwnm tla.: ' ttyG �rntt[ � DC9921 s)�EEr :i or 6 S 0 • z r- 0 z N t\ t0 o) r, CD cr ? 3 o N NAX.PANEL WIDTH 36.0' 3: M Z Z00 1 j N O N n ❑ ro w DEADBOLT m Jw ❑ _� a Z) y— \\ $ 00W0 O ® 9 © 0 ❑ a © � z } M Z X ❑ � ❑ ❑ ❑❑ � ° tntdcr 09 O U �J00 IZ)o a--- z a �oma--- m ER ED a © ❑ ❑ 0 � ® oo ©on ym,/� U❑ ❑ a_o a 0 � o0 000 0g0 LATCH J ® ® a z ❑a ❑ ❑ ❑ on ® ❑ ❑ y DOOR MODELS (FLUSH and EMBOSSED) o n NOTE: ^0 - z 1. 6'8 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. 2. 6'8 DOOR DEADBOLT LOCATED AT 41.5" FROM BOTTOM OF PANEL. CIL .S. 8'0 DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL. ° `�1/L/ 4. 8'9 DOOR DEADBOLT LOCATED AT 48.0" FROM BOTTOM OF PANEL. rONSULTINC (813) 684-3831 DATE:9/25/00 Appmrd tt�a.mm scALE: N.T.S. W.'x Ublbe Florida 11,11diDW C G.BY:T.1H DutC_ None�a enc.er Rw.__�_ .- i wade Prtdl- eon M - erd ./ DtrAwuir.No.: . D9921r, ey sIIEET 6 of 6 _ MAMMA t MIAMI DADE COUNTY,FLORIDA METRO-DADS FLAGLER BUILDING ` BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-I563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Jetd-Wen,lac. 31725 Highway 97 North Chiloquin.OR 97624 t 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(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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Jeld-Wen"Gladiator"&"Energy Saver"O/S Glazed WE Residential Ins.Steel Door APPROVAL DOCUMENT,Drawing No.S-2004,titled"Jeld-Wen Steel Outswing Woodedge Door Double and Single Unit",sheets 1 through 7 of 7,prepared by R.W.Building Consultants Inc,dated 12/01/99 with revision on 11/08/02,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: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 ofthis 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' th materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end or y product,for sales,advertising or any other purposes shall automatically terminate this NOA. Ta co 1 1p 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, Florfoll by the expiration date may be displayed in advertising literature. If any portion of the NOA is dth t shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distribu rs and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#99-1007.01 and,consists of-this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime M.Eisen,P.E. Q NOA No 02-1211.10 Expiration Date: July 17,2008 Approval Date: January 23,2003 Page 1 4 • 74.5" MAX. OVERALL. MOTH68.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL 36" MAX. 6" MAX. WIDTH 'WIASTRAGAL PANEL WROTH D.L.O: JELD-WEN® STEEL GLADIATOR and FXMGY SAVL�L Z m OUTSWING WOODL*E STtEL DOOR WITH WOOD FRAMES O et o / Chrr a' x � x GENERAL NOTES a 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA o ¢ o Z i BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. S r- 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY O h O Q R TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS °0 g °j SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER o 0 0 o SHALL BE BEYOND WALL DRESSING OR STUCCO. OF 1 4. IMPACT RESISTANT SHUTTERS REQUIRED. ro m 5. DESIGNED PRESSURE RATING SHALT. BE AS FOLLOWS: �W pO -SEE DESIGN PRESSURE RATING TABLE SHEET ONE tiz y yQ 6. SIDEUTES ARE AN OPTION AND CAN BE INA SINGLE DOOR W/SIDEUTES ELkIfATION z� SINGLE OR DOUBLE CONFIGURATION. DOUBLE DOOR ELEVATION s a `�$o O 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS 105.25" MAX. OVERALL WIDTH 15.5" MAX. 37.5" I � IN MIAMI-DADE COUNTY. 21.8175" 14" MAX. FRAME WIDTH MAX. OVERALL WIDTH MAX. D.L.O. PANEL WIDTHIr- �� N�, Lq a o� Common tol all roma conditions R gI 19.625" Door Leaf Construction: -I 1 Face shqats. 24 ga. (0.021') m(nimum'thicimess, = o MAX.0. z 25 a. OA18} mlmmum thickness`` ��o�tvanized st00 A- 25 commercial quality - AKIIGT per ASTbI 620 with yield strength Fy(ave.)=24,600 psi. Core Nasion: Expanded polystyrene with 1{0 to $ o 1.25 lbs. density. - Steel face sheets glued to expanded 04 O "� O Ya �ber j' with .?. rafts and Lpmir ated eet'd lum stiles on a wood lock trfoc O 4 � reinforcement. n O o 'qn;.The head jambs and sFdq Jambs �t n er ofr�to papa easuring 4.56 5" x i.25. Thg °D e�d nd side Tams are rriorbutted and joined p using (3) 7/8" x 2" wire staples. The threshold used is an.aluminum outswing bumpface measuring 4.625" 1" 9° i� 4 a io *C4 z TABLE OF CONTENTS SHEET # DESCRIPTION 1 euanttro SINGLE DOOR EL_FVATION Tom' uac 1 COMMON GENERAL NOTES, TYPICAL ELEVATION 813.884.3831 2 VERTICAL. CROSS SECTIONS I 1 3 HORIZONTAL CROSS SECTIONS 1/3, 2t3 & 3/3 DOM 12/01/99 4 HORIZONTAL CROSS SECTIONS 1/4, 214 & 3/4 DESIGN PRESSURE RATING +d�Or DM N.T.S. 5 ANCHORING LOCATIONS WHERE WATER INRLTRAMON 02-zlI. 0 dna RW 8 ANCHORING LOCATIONS & DOOR MODELS REQUIREMENT IS NEEDED 7 BILL OF MATERIALS & GLAZING DETAILS Bb 010"NQJ POSITIVE + 50.0 PSF cdeot S-2004 NEGATIVE - 46.0 PSF SIM_L OF-L e r b y y', 22 ° •• P.• e.; 'p•'. � � ra• a -e° d 'd' '.4 ... - .. •' .'e. •D y.: .D. gm • 0sa. s�5. v � .. �$� .. � •, ••o ode e. '. 23 23 I 23 25 25 2 25 rn 18 a X �y N 24 �p1i;�x r s 5 =h 2 z 5 .• +:' xd Z y x.2 SEE NOTE 24 �ell �,: 9 3 in U 4. 31 SEE NOTE 'q .. a`:•..'i;: 11 SHT. 7 y 5 a 'lr't 12 SH7 7 0 0 13 o o Z _.020" MIN. 30 SKIN w W 27 FIXED 30 020~ MIN. $ o a ,i7 i a 0 W 30 SKIN a 0 O q1 A U 2 .75" GLASS N d W g n D 1.75" MAX. n 4i 32 THK M o w a PANEL THK. w I a = a 28 28 N w .5" MAX. `O n• o n. uy 5" MIN. I ^ GLASS THK. Y 19 a GLASS THK. L ^ E�CTER►QR jNTEWQB a OPERABLE 0 0 z SEE NOTE y ?y i1 SHK 7 24 N t r Q iNnp; U 14 i`" ::. 14 9 7 j9B a ch .020" MIN. o n 2 an 1.75" MAX. SKIN THK. z PANEL o o$ { THK. a a1:F:, m 14 i.�'1 C`p 4iJ i .. 9 7 8 t\ d a ° i� ° �2� y po p O Z •.a � N a vp v: ' � Z 'Q Cfl P e � 1 22 ERTICAL COSS-SECTION a13.884.3831 r2 \ VERTICAL CROSS-SECTION 2 -12101199 v " s '. p "• v A _1211.10 m er. TJH WK Bh RW 1 VERTICAL CROSS-SECTION MW S-2004 r of 7 4 0 SEE NOTE 19 #1 SHT. 3 NOTES: f0 6 12 1. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 18A 1-, 2 1/2; 47, 5 1/2-, 13; 18" & 267. SPACING FROM 4 is EXTERIOR 2 THE BOTTOM UP IS THE SAME. 28 2. ATTACH THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #8 x 2" LG. PHILLIPS FLATHEAD SCREW. INACTNE , t Z Ixz— ACTNE 4 27 0 15 EtESNHOTT7 9 Orn ra Z d24 15 a 3 AT ASTRAGAL. TIT— 28 .25" MAX. SHIM 19 .!r' t.F'' `•" +: ,. ° 24 9 INTERIOR i s,' 23 �.. •. F.�BlQB 31 :, T5 6 30 9 s SF.E NOTE #1 SHT 7 12 s 25 5 °o ° 7 23 >'• ` 3 z Y 15" MIN. 2 ,. g COUNTERSINK 1.15" MIN. v..•.. �— EMB. p INTERIOR N Y 30 .25" MAX. o y SFE NOTE SHIM MK. 9 4 #2 SHT. 7 /-2'\ UQRMNTAL CROSS-SECMDN 5 p AT HINGE JAMB TO BUCK. TYP. .15" MIN. HORIZONTAL CROSS ..I °, o COUNTERSINK 13 3 AT LATCH JAMB TO BUCK, TYP. 1.15" MIN. EMB. PRODUCT- NBYteBo o 12101199 �. JELD—WEN STEEL �, �1/2" = 1" c JELD-WEN,INC. OUTSWING WOODEDGE DOOR - 21- a on.By: TJH 31725 HIGHWAY 97 NORTH DOUBLE & SINGLE UNIT BU DW r 2 11 OS 02 GEN ON K CONSULTANTS; CHILOQUIN,OR.97624 1 6 2s 00 Gt9YERAL SIGN TJH PART OR ASSEMBLY: INC DRAMNO- _I PH 541 783 20557 NO DATE BY HORIZO AL CROSSE TIONS 813864 3831 S-2004 R SIGNS 1 2/3 & 3�3 4 r e 1.15" MIN,- EMs. 25 2�. .. 15" MIN. COUNTERSINK 1 SEE NOTE ••q' #1 SHE 4 19 Y ` 7 34 B a Ell 3 12 6 o z "d 28 ffi�L48 o vxi SEE NOTE #1 SHT. 4 � �*"•`� 27 ;e • ?�e. g= INTERIOR ` •:r': 4A� 15 24 30 •,� ,��; W 34 SEE NOTE #1 SHT. 7 9 30 a Y SHIM MAX. n HORIZONTAL CROSS SECTION g SEE NOTE AT SIDELITE TO BUCK. TYP. #1 SHT. 7 ° 15 3 4 c� 24 5 29 .15" MIN. W COUNTERSINK � a4 15 s . HORIZONTAL CROSS SECTION EXTERIOR 34 AT SIDELITE TO LATCH JAMB. TYR. SEE NOTE #1 SHT. 4 r � g INTERIOR NOTES: 9 ry 4=* : 1. SPACING FOR ITEM #33, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE JAMB IS AS FOLLOWS, FROM THE TOP DOWN 6" & 30". THE SPACING FROM THE 5 . . BOTTOM UP IS THE SAME GLH RIZONTAL cgoss SECTION AT SIDELITE TO HINGE JAMB, TYP. 28 .15" MIN. � 30SEE NOTE 'COUNTERSINK 1 1 SHT. 7 PRODUCT: �p rtooulscrRevlseo DAM 12/01/99 JELD—WEN STEEL JL aaspidQAefYsW i JELD-WEN,INC. OUTSWING WOODEDGE DOOR �'y °e O2 21 . 0 oris scnu 112"TJH— i" DOUBLE & SINGLE UNIT �® 31725 HIGHWAY 97 NORTH 2 11 06 0a GENERAL REVISION KM �S',L� C,B,; RW CHILOQUIN,OR.97624 1 6 29MFOW REVISION TJH PART OR ASSEMBLY: ' INC. Ift DRAW=r%: PH.541.783.2057 DATE REVISIONS HORI'OJJTA2/4R&S3Et;TK)NS 813.884.3831 S-2004 �4 14 IL A sir 4 7 i s _ t SEE DETAIL 'T•" ti SEE DETAIL G" a zm 4" 4' a F—6" 6"--1 4" 3" 3" ~ ac O t O t 1 1 11 1 i t0 1 11 1 1 zX �� a a m' TYP• =z a a a a > t7 U a ro to 5 n n " TYP. WWpp M � a a n a 3$ 2 m k C 00 a �In 3" 3 DOUG!E DOOR W-SIDELITES ANCHORING L�aT10NG SINGE DOOR ANCHORWG LOCATIONS �—•4.5625" I I a O N O • tri .- G 4 BUILDING V TANTS. SNC • 813. 4.3631 DETAIL f ATTACH ASTRAGAL THROW BOLT we 12/01/99 STRIKE PLATE TO FRAME 4 • � .r�u.erw. wAa N.T.S. AS SHOWN. Aempoma.!►e0- 2 10 on�c TJH "kwcm ew RW DETAIL "G" W°°°lei HINGE DETAIL 5-2004 sr�r 5 �Z ,SEE DETAIL G" SEE DETAIL F" SHEET 5 SHEEP 5 cc • ' . °z 'T 4" 4" !� W �-" 3" 3" 4"--1 �--e" g"--► I—4" ci Q¢d 1 ? ��N �5 II 1 1 O 11 Le A2 "1 TYP. Kj raj TYP. M 3 .' 9 ^ a TYR TYR • to h g3e Za e.j A g M p p a a 00 II E T C E F B a II A i Rnr c Acs i @ 1 ®T T®T F L3ITT ci g" g" 4" 6" g" 4" DOUBLE DOOR ANCHORING L _SINGLE DOOR LAYOUT N a X. PANEL WIDTH PANEL. 15.25"OTTH m f f ® ® f 7p, / f f N. x f f = 1 W f f f f W Q a o f o f o o f f a f f 813.884.3831 19 01, P�DUCt DAM 12/0T1_9 9 0 Ll f II f Cadr�tYrPlo il� SCA N.T.S. f e de Benz oro BClK . RW Lomxm NOJ S-2004 GLAZED DOOR MODELS SlDELITE MODELS M 6OF7 A Item DESCRIPTION Material 1 HINGE JAMB 1 1 4 x 4 1 12 WOOD 2 HEAD JAMB 1 1 4 x 4 1 2 W 27 5" GLASS 3 4—x 4 BUTT HINGE 12GA -.097 M1NSTEEL x BILE fi STEEL 4 1" y 5 8 x 2 1 2 PHI PS FLATHEAD WOOD SCR 1r z'1-: .125" INSULATED 6 10 X 2 FIARM WOW SCREW F I() L z N TEMPERED GLASS 7 1 4 TAPCON x 2 1 FOR D=&2 1 2 FOR STEEL W 7A 1TW BUtLOEX TAPCON NOA 96-1226.03 OR S Ems'!. } 78 ELCO iAPCON NOA 97-0731.15 8 BUMPER THRESHOLD 1 1 4x4 5 8 x5 8" ALUMINUM Z 3 ••'':`': :': 9 COM RESSION WEATHERSTRIP -LON DS- -r,:^:: •;>.:'.:: 10 EXTRUDED ASTRAGAL IMPERIAL ANH ALUMINUM Z Z W .25" AIR SPACE W — 11 9 x 1 PHILLIPS FLATHEAD W000 SCREW � 12 FACE SHEET 24GA GALVANIZED Alt MIN. FACE SHEET 25GA. GALVANIZED .018" MIN. 9 N Q 13 TOP R{U 1.67 x 1.042 WOOD M V OS 28 125" INSULATED 14 BOTTQM RAIL 1.67 x 1.065 WOOD TEMPERED GLASS 15 SIDE STILE 1.067 1.065 INTERIOR 16 ASTRAGAL 7HROW BOLT 41.31 x 19. 5 L. S L 12�25" STEEL 17 8 x 1 2 L TYPE AB PANHEAD SMSSPACER 18 AS7Rg0Al REINFORCEMENT PLATE LOCATED WOOD dwTOP 7TOM OF ASTRAGAL Aw�SEE NOTE S1 18A 8- 6 X 1 PHILLIPS FLATHEAD WOOD SCREW STEELw .• f.0 KWIKSET TITAN SERIES LOCK o �AVNG DETAIL 20 KWIKSET TITAN SERIES DLT FUL rr7'E & SIDELITE 21 LATCH SCREWS SEE LOCK INSTRUCTIONS22 MASONRY WALL 23 2x WOOD BUCK WOOD24 DYLITE EXPANCED POLYSTYRENE � m 1.0 TO 1.25 Lbs. cu. ft. MIN. DENSITY a 25 1 4 MAX. SHIMS WOOD 31 26 WOOD LOCK REINFORM EENT WOOD _ 27 FULL LITE & NutuTE FRAME OOL POLY PROPOL 5" GLASS ENE x SIE 28 1 2 QVE INSULA D TEMP RED GLASS GLASS � z z 29 LATCH JAMB 1 1 4 x 4 1 12 30 8 x 1 1 2 TEK SC EW FRAME STEEL 3t VENT LITE FRAME OOL POLY PROPOLENE x 32 4 SATED iE1111EIZE0 GLASS LITE PANELS GLASS z 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW g 32 34 BLANK JAMB. 1 1 4 x 4 1 12 WOOD w w N .125" INSULATED 0 TEMPERED GLASS NOTES: 1. SPACING FOR ITEM 130 (/8 x 1 1/2" TEK SCREW) a IS AS FOLLOWS FOR StDEUTES & FULL LITES: TOP & o W BOTTOM; SIDELITE (2) SCREWS 2" IN FROM EACH CORNER. FULL UTES (3) SCREWS 3" IN FROM EACH .5"AIR SPACE CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25. 13.75, 26.5: 39.375". z 52.0"AND 62.625 I T RI 2. SPACING FOR ITEM J30 ( 8 z 1 1/2" TEK SCREW) IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM z 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. casuuad�s' xvc 125" INSULATED $13.6843831 • .5" STEEL �� TEMPERED GLASS SIDES; 3.25" FROM TOP CORNER & (3) MORE A7 10.375". 30 SPACER n n onucr w>E 12/01/99 SEE NOTE 12 n-opbfrawasondft SCALE: N.T.S. adftEklel 0 0TJH ciao.BY.. RW r,I a7ING DETAIL DROM W- S-2004 SHM 7 of 7 r M I A M 1•DAD>_ MIAMI-DADE COUNTY,FLORIDA M _ METRO-DADE FLAGLE R BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 16031 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen,Inc. 317525 Highway 97 N. Chiloquin,OR 97624 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 (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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series"Jell-Wen®"618"W/E Outswing Opaque Insulated Steel Door w/wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6-8 Unit", sheets 1 through 7 of 7,prepared by R.W Building Consultants,Inc.,dated 9/11/01 with revision 3 dated 10/22/02,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 LABS LING: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 chan i materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsem nt of an product,for sales,advertising or any other purposes shall automatically terminate this NOA.Fai re to co j 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, d fol wed by Y p the expiration date may be displayed in advertising literature. If an portion of the NOA is �splay'ed,the it shall be done in its entirety. d 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#014218.05 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen,P.E. Q z NOA No 02-1211.18 Expiration Date- August 15,2007 wwva Approval Date: January 30,2003 Page 1 s 74.5" OVERALL MAX. FRAME WIDTH 70" OVERALL JELD-WEN®Steel 36.625" MAX. MAX. FRAME WIDTH tAME MAX. 36" MAX. FRAME WIDTH PANEL WIDTH 36" MAX. WOOD EDGE OPAQUE INSULATED STEEL DOOR W/ASTRAGAL PANEL WIDTH 14" MAX. r PANEL WIDTH 74"NE MAX. Ttcz! ;� OUTSWING 6.6 UNITS W/AND W/OUTSIDELITES PANEL WIDTH PANEL WIDTH 0 GENERAL N07ES ~ � rn ® ® ® ® 0 ti 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING IN sACTIVE ACTIVE ® ® f! = Z ' N CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO = Z w Z Z ? TRANSFER LOADS TO THE STRUCTURE. a w 4 ci W X 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON � or p/ d tt to g DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND w a. 6" MAX. w p N r WALL DRESSING OR STUCCO. e p o e D.L.O. W W ch U a 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. O �n 0 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY O a HURRICANE ZONES". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS n PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE ro � / 00 FOR THE SIDELITES ONLY. o 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE g? at CONFIGURATION. off, RESIDENTIAL INSULATED STEEL DOOR 1 J70UBLE 1 Arr UNITS ARE VIEWED SINGLE W/SIDELITES a t z� (Common to,all frame conditions) OUTSWING UNIT FROM INTERIOR OUTSWING UNIT W r fConstruction: 107" OVERALL MAX. FRAME WIDTH ay° Z- F 24 go. (0.020) minimum thickness, Galvanized steel MAX, FRAME WIDTH 36.625" MAX. 15.5" MAX. ?�w c A-525 commercial quality - AKDO per ASTM 620 with yield PANEL WIDTH 36" FRAME ,WIDTH 0 strength Fy(ove.)=2 .675psi. 36" MAX. 14" MAX. W/ASTRAGAL PANEL WIDTH 14" MAX. n�047 0 Cors Expanded polystyrene with 1.0 to 1.25 tbs. density, r PANEL WIDTH PANEL WIDTH PANEL WIDTH by Jeld-Wen, Inc. --� Panel The active and inactive panels are constructed from 24 ga. (0.020" min.) galvanized steel. The face sheet top and bottoms are bent 90' ® ® ® ® _ over the top and bottom rails. The top roil consists of LVL measuring 1.57"x ® ®LUNT Lr A,1.042'. The bottom roil is roll formed 0.021"gahronized steel measuring 1.67" IN-AC'OVE ACTIVE _ x 1.21"with a 1.645"x 3.0"x 0.831 piece of pressed fiber board at each o =Jcaner attached w/0.5"x 2.0"vire staples. the srdes of ttre face sheet areoQN roilformed into the LVL latch stile and pine hinge stile measuring 1.67"x 107 The interior cavity is filled with polystyrene. The face sheets are glued to the6- MAX polystyrene. a D.L.O. nSash Construction: The sosh is constructed from 24GIL (0.020'min.) galvanized 9 1 wsteel. The edges of the face sheet ore bent 90' over the polystyrene core and ® 4 n in ` 0 0glued fal1. The sashes are routed to receive the ODL (HP Polypropylene - wil-P6-30FM0391) &Trinity lite frames. The units are glazed with 0.125" Wtempered glass. The Gte frames are wet glazed on the exterior. 0 0Frame Construction: The frames ore constructed from Pine jambs measuring o �,_z4.563"x 1.25 The head jambs ore mortised and butt joined to the side tojambs and attached with (3) 16 ga. 2"x 7/16"crown wire staples. The uniuse a bump face threshold measuring 4.041"x 1.0'. The threshold is attachedo the frome with (3) 16GA. 2"x 7/16"crown wire staples. i DOUBLE W/SIDELIOUTSWING UNIT Bt3.659.9t97 TABLE OF CONTENTS DATE:O9 1 1 G 1 R5ANCwQP'mQ DESCRIPTION DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) PRODUCTREYISFD R N T TYPI VATI N emeoeVlykgw��oiiwMs D"G.SCALN.T.S. I R I I F T IJ jJNIT TYPE POSITNE NEGATNE OCMs owc.By: TJH eseapmaas Ne 02-i L u3 ONT ROS TION SINGLE W/WO SIDELITES +66.7 psf -70.0 psf a D a«.BY: RW NT ROSS TI N NTS BY DxAvc NO'` LOCATIONS & DETAILS DOUBLE W/WO SIDELITES (WINDJAMBER n ASTRAGAL) +66.7 psf -70.0 psf S-2104 HORING LOCATIONS & GLAZING DETAIL DOUBLE W/WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf SHUT 1 of 7 COMPONENTS 0 ITEM DESCRIPTION MATERIAL 5 5 iD L AE SHEET .0 1 MI . L 2 HEAD JAMS(i 1/4 x 4 9116-PONDEROSA FINGER JOINTED PINE) PINE 3 i 114 x4ix- PINE 2 Z 4 1 1 z 4 91 ct d v d °Q d m 4 x 4 BU HINGE 12 a. .09 HAGER`• z N Q d• v 4 w d d• v d ;^w 10 X 1 WOO EW HIN TO OOR STEEL 10 lVL LATCH SIDE STILE 1.67 X 1.0 - rn rn 19 19 8 11/4" x 2 112- TAPCON U Q r�i1 OUiSWING B 606 THRESHOLD .180'EXi WED ALUM.BY Pbbd UM. z < CC N 0 0 10 COMPRESSXmI ODS 650 FOAM 2 1 t TOP RAIL 1.67 x 1.0 0 _ i 12 BOTTOM RAIL 1.73 x 1.21 x 0.021 THK. MIN. 24GA STEEL 2 13 DOOR HINGE STI 1.67 x 1.0 W 14 10 x 7 3 4" PFH WOOD CR STEEL Y SEE NOTE = 15 WOOD LOCK BLOCK 1.71 x 4.0 x 11.875 WOOD W r" g Z 7 SHi. 4 mr",,r .:' 16 1 4 x 2 1/4- TAPCON L*�U tl g 2 s •` zu: I 17 EXPANDED POLYSTYRENE 1.0 to 125 Ib.DENSITY BY JELD-WEN FOAM tl) 'i d•�•' _ N t g }:9„nc.?i lV 1 OPi1pNAL EXTRUDED ALUM.ASTRAGAL 050”WALL IMPERIAL ALUM. i 1 my; .;: g Z 1 2x WO D SUB BUCK WOOD 2 Y 17 ?N 0 SHIM MATERIAL .25 MAX. HK. - oo 10 to 21 KWIKSEf TITAN 700 SERIES KNOB In 1 r ':`>•:, �n 2 22 KWIKSET TITAN 700 SERIES DEADBOLTrx 23 BRAD TRIM NAIL 314"LS EEL jce vwi 4 08 x 2" PFH WOOD SCREW STEEL g t w25 #8 x 1/2' PFH WOOD SCREW STEEL co v 26 ASTRAGAL EXTRUDED ALUM. (WR68J !Y/NLib4 &w// ALUM, o W o o w w 27 YALE KNOB HERITAGE SERIES z 1 7 SEE NOTE z 28 YALE DEAOBOIT FtER17 SERIES - w moa w 3 SHT. 4 w 29 SILICONE CAULK CR LAWRENCE 33C SILICONE IQ w J w30 GLAZINGCOMPOUND (OSO BY ODL SILICONE aO S w 1 8 x 1 PFH WOOD SCREW WR68t ASTRAGAL iO DOOR STEEL o a to-' w 8" x 3/82- 1. 8 i 4" ROUND SIDE ITE STOP WOOD x x > o INTERIOR EXTERIOR 8 x 1 I 2 WE SCR W LI FRAME 1.75" MIN, o �i a 4 S HLAGE KNOB SET F51 o PANEL THK. 125" MIN X 0 5 SCHLAGE DEADBOLi 6360 - 36 STEEL SIDEL/TE PANEL 24GA .021 MIN. STEEL STEEL oro 17 I GLASS THK. 37 7 8" TEMPERED GLASS BY PPG GLASS N LL 'o Z. 38 LiTE FRAME ODL HP POLYPROP. THERMOFIL-P6-30FM0391POLYPROP. N I X RIQR INTERIOR co Y 1 4 x 4 9116 z N 40 #10 x " PFH WOOD SCREW STEEL 2 r-:,.•: W 41 110 x t PFH WOOD SCREW gWER1At ASTRWAL TO DOOR STEEL 4 3 4 THK. x 4 9 i6 DEEP PRESSURE TREATED REINFORCEMENT WOOD }.:•`" 12 9 4 . SEE SHTO 4E ''. "'1`^.; 43 114-x 1 3 WOW MULLION CAP WOOD a #--, 1.75" MIN. ^ 1 q7 �'''' `° PANEL 7HK. U 44 1 BRAD TRIM NAIL t"L. STEEL v w i }'i' 4 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 112- CLASS POLYPROP. 00 2 i t• 47 112- INSULTED TEMP. GLASS BY'TRINITY AMPAC — 48 LITE FRAME BY TRINITY FOR t GLASS PO YPROP. z 49 i INSULATED TEMP. GLASS BY TRINITY AMPAC .4 n Q 50 ITE FRAME SCREW #6 X 1 112 PANHEAD- STEEL �etnLONc ' d CONSULTANTS, INC - 813.659.9197 a a v v PRODUCTREVWSED DATE 09/11/01 Z d, - _Z d. m=wWYMBwkb&vFbeA% scALE: N.T.S. co 8 2 1211.I AJ DWG.er TJH ry w t VERTICAL t w 2 VERTICAL CROSS—SECTION Fa �ro DOOR PANEL SIDELITE SASH 8g No: Mlam] com"t 5-2104 SEE NOTE 8 SHT. 4 ASTRAGAL RETAINER BOLTS (4) 5 40 �Z BOLTS TOTAL, (2) 8.0" L. x L. 21 3427 17 6 0 Z .312" DIA. ® TOP & (2) 8.0" x .312" DW ® BOTTOM 13 2 ZY x I z= EXTERIOR g 19 rn �F SEE NOTE n z 15 t SHT. 4 7 1Z ?�M t,a 31 ^a 2 Z x?Mw . to INTERfOR 10 > ch (Zj EL INACTIVE ACTIVE 3 10 2 H RI NT TI 29 15 KV-HINGE JAMB TO BUCK 4 o00,'. 15" MIN. � 8% �A 26 C`SINK W oz IN RI 25' MAX. p UVf t O i SHIM THK. 3 A7 -A ITEM 26 0 + zW WINOJAMBER WR68J 1.15" MIN. W o SEE DESIGN PRESSURE RATING EMS., y7. zN CHART SHEET 1 ASTRAGAL RETAINER BOLTS (2) $lo TOTAL, (1) 9.0" L x ALUM. RETAINING SLIDE a 312" DIA. ® TOP & (1) (3) 1.0" x 4.5" x 0.565" 21 34 27 21 34 2 9.0" L. x .312" DIA. ® BOTTOM =r N~~ ZY 2 Z= X ` SEE NOTE 1 ,)w °10 SEE NOTE EXTERIOR W 2 SHT. 4 5 SHT. 4 t 15 41 29 7 a z 5 0 9 7 17 ^a c w � � rr 1 Q r CN4 INACTIVE ACTIVE 5 o 0 0 a Z= 29 t0 z t5 "� ^ 15 18euao�rc 70INTERIO r^a 4 H RPTIONAL ASTRAGAL TI N coNsuuwrs• nac INT RI R 813.659.9197 3 A7 ASTRAGAL W/ITEM X18 4 IMPERIAL ASTRAGALCT Rev) DArC 09/t 1 01 m SEE DESIGN PRESSURE RATING =spmooea�BtiePiorMh SCALL N.T.S. C 15" MIN. CHART SHEET 1 eambscg& WAM By TJH �— C—SINK A�aee� 8 .25" MAX. ,1�� CHK.ev: RW a' SHIM THK. 3 LAICHORIJA R SECTION l owwmc NO.: 3 LATCH JAMB TO BUCK M Coano! 5-2104 1.15" MIN. ' sir 3 ov 7 EMB. n' z i SEE NOTE �' 5 9 SHF. 4 SEE NOTE _ 44 9 SHL 4 7zle n 13 6 42 4 a NOTE 4 42 44 ^C EXTT RIOR w Y Z N 7 SEE NOTE5ESHT 4ZM. 14 B`SHT. 4 ?rn z Y 29 29 , 38 N :: . Z �ON w 38 INTERIOR 37 Lu Z " a Lu 37 10 "> + .,. 1�r NA Y 17 1 _� 2�� e, Y� L� N O 10 15 F" SEE NOTE " ' M U a 8, i z; •<: n w 6 SHL 4 25 k 25 SEE NOTE 00 i 6 SHL 4 3 43 36 33 36 L� HORIZONTAL [RACC SFr7tAir 23 w 33 43 39 4 9T SIDELITE TO HING tasaa 1YP 32 SEE NOTE a caz SEE NOTE SEE NOTE 3 SHT. 4 i N SEE NOTE 23 32 7 SHL 4 4 SHL 4 p� t � 3 T. 4 SEE NOTE SEE NOTE 1 HORIZONTAL CROCC cFrnna 1.15" MIN. 2O 0w 4 SHT. 4 4 AT CIDFLIT'E TO LATCH JAMB TYP EMB. 2 " '� 7 SHT. 4 .15" MIN. NOTES: � 1. SPACING FOR #8 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE COUNTERSINK o O INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.07, 3.0" & 5.0 FROM THE BOTTOM UP; 1.0`, G 3.0' 5.0", 20.0" & 38.75". q� 2. SPACING FOR ITEM 41.110 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL.TO THE 6 in w ro INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ?,.5 4.0", 5.5", a 29 38 �- 13.0', 18.0" & 26.0". (14 PFH SCREWS TOTAL) z 3. SPACING FOR 198 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS25 3-0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF.THE FRAME DOWN 37 N X RI ON THE SIDES; 3.0; 13.0*, 26.07, 39.0", 52.0•" & 63.0. .: V..•.:t•;r 4. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND 70 THE T..'. ':.x SIDELiFE is AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) THE FIELD. MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON 19 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE #8 x'2 1/2 INTER OR f PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 198 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS 17 AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED; A 4 23 SEE NOTE 33 SEE NOTE TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 4 SHT. 4 3 SHT. 4 z 7, THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE 25" MAX SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. SHIM THK. 32 SEE NOTE �euaaNc 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE.1910 x 2" PFH WOOD 7 SHT. 4 C3IHORIZONTAL CRO S• TION uunars, Nc SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 4 AT SIDELITE TO 8JCK IYP BiS.BS9.9t97 $10 x 1 3/4" PFH WOOD SCREW. PRODUCI•REVWW DAM 09/11/0 1 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #44 A e-' "ftbdw " sca 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. Bditgc& sc%t: N.T.S. I.18 .S. 10. SPACING FOR ITEM 150 THE 16 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: t>reoe ? o BYTJ FROM THE TOP DOWN ON THE SIDES (5) AT 3.25", 18.0625", 32.8125", 47.5625" & 62.625". CHX. Y. RW THE TOP & BOTTOM (1) SCREW AT 4.4375". 1 °ctComrol NO.: S-2104 sir 4 at 7 r 4 I SEE DETAIL F'" SHEET 5 SEE DETAIL G SHEET 5 SEE DETAIL j " G SHEET 5 6^ 3: 3 6" I. lo 3" 4" 4" 6" 6» -, ® � ► 1 1 I r z � i CC TYP. 3» TYP I iYP. 3»�3. TYP. . ® Z Q p o �� © ^n '° DETAILNP w '1 Typ, SEE DETAIL to J SHT H SHEET 5 _ n ,ri 5 n L © SEE NOTE o M U CL • - � TYP. � 6 SHT. 4 � m A ^ A _ M C D 7YP. C p TYP. c y rt ' 1 TYP. 1 1 I I iYP. f B C 0, I I 1�7YP1 1 o W ao z 3^ 3SEE DETAIL 3» 3» - IAd -^i I-3" � " o K SHT. 5 4.5" --�li IT—4.5" Iop $d p W a o. DOUBLE DOOR ANCHORIN LOCA x SINGLE DOOR W/SID ITF AN HORIN. LOCATIONS 6 6 Z . • 14 40 ASTRAGAL RETAINER BOLT 0 • SEE NOTE HOLES MUST BE DRILLED • 5 SHT. 4 THROUGH THE THRESHOLD 6 & INTO THE MASONRY 6 DEEP ENOUGH FOR A 2" THROW 1 0 0 0 OF-TALL H STRIKE H mo a j DETAIL PLATES TO WINDJAMER o o 70 JAMBS & DOOR 4 ASTRAGAL SEE NOTE S SHT. 4 SEE HATE N-z 5 5 SHT. 4 DETAILK I ! OPTIONAL AI K SILL 4 WINDJAMBER ASTRAGAL IMPERIAL ASTRAGAL masuunHr uvc SEE.NOTE RETAINER BOLT HOLES RETAINER BOLT THRESHOLD 613.658.9197 Q 5 SHT. a 5 STRIKE PLATE p mooCTREVII3BD mm 09/11/03-mmvift."kthe Forms sc N.T.S. tle�er: iJH I� TAI F H �ppi�gg WINDJAMBE A VAGAL OPiI AI F�H�oCmt BY:DETAIL J �7RIK 8y aa:nwnrG„p,RW I, RETAINER BOLTS HEADER I A GAt OPTIONAL DET—All. H STRIKES-2104 PLATES TO JAMBSMid °�C0'r1O! STRIKE PLATE RETAINER BOLT HEADER PLATE TO ASTRAGAL STRIKE PLATE SEE NOTE 5 SHT.•4 sErter 5 7 — t 0 SEE DETAIL "F'" `SHEET 5 SEE DETAIL 3» G SHEET 5. FZ- 16""i 6" -SEE DET 5 O v 3` --i 3' 3` 3" 3" �3" G SHEET 5 z � , vt d NP. 3 ® 3' 1� TI _ n n 1 SEE TYP. ri "H n to DETAL W Z (D Co W J SHT n { - W1 SEE DETAIL - 5 - - M H SHEET 5 Win Q ^ o N 6E SHT. 4 � co q n ui TYP. �=t - - �O SEE NOTE �T ® 6 SHT. 4 00 Mi ,�' - TY!. n _ L 'n L TY. ^in 00 N n - W . t' y M 8 n KESHT. 5 Lg� �� TY - --� W W 08.0 j Q I TYP. t t TYP. t L n W' ao Ei Io - ® w z- 4.5" 3"36" 33e 33" 63- I 3"�- 3' N t 1 7YP. p —7 �^ z 4.5' 6" zap glob _ a DOUBLE DOOR WCIQEf TTES ANCHORLocA�ONSSINGLE DOOR A un LtIG LOCATIONS xr m N P� Y 2 EXTERIOR 30 ZING 45 w 38 1/a'teu w 45 1/8` TEMPERED ^Q 45 0�LTtE FRAME - M1 29 48 GLASS o `vH w 29 46 Y 4 30 a 45 29 z ^a 45 EXTERIOR 45 1/8" TEMPERED 49 Cn GLASS 29 h 47 0 0 o w V 1/8' TEMPERED GLASS N a^F p o 1/4"AIR SPACE 37 45 Y n N-Z 3"AIR SPACE 1/8_ TEMPERED GLASS ? 17 45 33 SEE NOTE 3 SHT. 4 p �eUHLtzNc 17 29 SEE NOTE INTERIOR 0.5' GLASS `�g coNsuurnNss. Iac SO GLASS TEMPERED 17 45 gp SEE NOTE ! 813.659.9197 10 SHT. 4 GLASS 10 SHT. 4 INT RIOR SITE 0.5" GLASS 0.5" GLASS BRE e�tm� INTERIOR BITE moBUCTREYMD —09/11/01 1'INSIxA MPFRm C4Ass .. p mt F1HHr6� SCALE: N.T.S. GLAZING DETAIL TRINITY UTE FRAME 1/'MT l UTE FRAED ME c - Aa>ti IbO �I 1 -I ONG.BY: TJH CHIC.BY: RW gy 1cox� unAwloc No.: MV S-2104 i S�Er 6 a' 7 P �^---4.5625" ��-1.67" 1.67' .25" 1 � "_1 �_ � � I— i-T m Z N NRo 2 4 WOOD FRAME O LVL LATCH STILE 11 RTP L I 2 O N 3 39 HfN 13 12 1.73"--{ W O O > Z (J.�-f• - �- .125" DOOR S7 E1EDGE CAP. BOTTOM Ej N 4.04 f' .021* ROLL FORMED STEEL Lu 11 J _ CIS M L ro 2.4375`--I O $Lem-% o� T LITE FRAME'ODI HP POLYPROPYLENE OUTSWING SUMP-FACE THRESHO D (THERMOFIL-P6-30FM0391) ---III •140" ^, AS GAL HAS LOW PRO8 .0" L. x 312" DIA. q a FILE 525" �i 0 0 050" EXTRUDED ALUMINUM O_ .513" i BOLTS ® BOTTOM &( ) COMPRESSION WEAQDS 6 TIP 2 8 .0' L. x .312" DIA SCHLEGEL O-LON ODS 650 BOLTS ® TOP �yz �—3.0" 1.767" �I o 1P1 1.013" 26 m a ASTRAGAL. GY/NO✓.4A/BER >- F"-1.75'—1 (WR68J T-6063 EXTRUDED ALUMINUM N 2.521' v40 `� TRtNtTY LTTE FRAME 46 48 u? 11.875" [T ® LUPOY EU-5007 I l DRILL TRU 1/2" GLASS FRAME I F--1.75"--! D&A. VARIES W/LOCK USED a FOR 2.52 t` 0 2 2 N PFH W0O DRILL TRU FOR 12175* `t' v o TRINITY LITE FRAM SCREW 2PL 357" DIA ASTRAGAL oN �y RETAINER BOLTS LUPOY EU-5007 I GLASS FRAME WINQIAMBER If WR68J STRIKEPLATE o v Q STEEL PLATE WOOD LOCK BLOCK. 1.71" THK. 75 o ro --FO-1 - �BULLOING CONSUlTAN4$, INC .912` 813.659.9 t 97 • 18 11L IMPERLAL ASTRAGAL O O rerrp��woue- ate 09 11/01 EXTRUDED ALUMINUM 075" WALL scALE: - N.T.S. ASTRAGAL HAS O O D -I s • 8 M.BY: TJH (1) 9.0" L, x 312" DIA. cw.or: RW BOLT ® TOP & --4—.097- Oca" Rowse N0 (1) 9.0" L. x-.312" DW. 5-2104 BOLT ® BOTTOM 4 x 4 STEEL DOOR HINGE 5 .097" THK. STEEL BY HAGER SHr 7 oF 7' r + M I A M MIAMI DADS COUNTY,FLORIDA _ NMO•DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Lawson Industries,Inc. 8501 NW 90th Street Medley,F133166 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(AEU)-* 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.If this product or material fails to perform in the accepted manner, the mamifaatorer 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. 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 desmW herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIP'7.TON:Series"8500"Alnminnm Horizontal Rolling Window APPROVAL DOCUMENT:Drawing No.W99-60,titled"Series-8500 Hmiz.Rolling Window",sheets 1 through 5 of 5,prepared by Al Farooq Corporation,Inc.,dated 8/19/99 with revision on 12/9/02,signed and sealed by Humuayoun Farooq,P.E.,bring 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:None LABELING:Each unit shall bear a went 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. TERMINATTON of this NOA will occur after the expiration date or if there has been a revision or change in the `A materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to ompl with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Inde County, Florida, and olio the aq*ation date any be displayed in advertising literature. If any portion of the NOA is displayed, en it 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 and revises NOA#994830.03 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen,PX. ft NOA No 02-1216.14 or Expiration Date: February 18,2008 Approval Date:February 06,2003 Page 1 Lawson Industria,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY.Not part of NOA) A. DRAWINGS 1. Manafawturer's die drawings and sections. 2. Drawing No.W99-60,titled"Series-8500 Horiz.Rolling Window",sheets 1 tbrough 5 of 5,prepared by Al Farooq Corporation,Inc.,dated 8/19/99 with revision on 12/9/02,signed and sealed by Humayoun Farooq,P.E. B. TESTS SubmMed ander NOA#99-0830.03 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 along with marked-up drawings and installation diagram of a series 8500 aluminum horizontal sliding window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTI.-2361,dated July 12, 1999,signed and sealed by Jose D.Mitran,P.E. C. CALCULATIONS 1. Anchor calculations and comparative analysis,prepared by Al-Farooq Corporation,dated 12/10/02,signed and sealed by Humayoun Farooq,P.E. Submitted under NOA#99-0830.03 2. Anchor calculations and comparative analysis,prepared by Al-Fwooq Corporation,dazed August 20, 1999,signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of no change,issued by Lawson Industries,Inc.,signed by Nelson Erazo,dated 12/13/02. F. OTHER 1. Notice of Acceptance No.994830.03,issued to Lawson Industries,Inc.for their Sreies 8500 Aluminum Horizontal Rolling Window,approved on 2/18/00 and expiring on 2/18/03. Jaime Eisen,PX Product Control Division NOA No 02-1216.14 Expiration Date: February 18,2008 Approval Date:February 06,2003 E-1 SURFACE APPLIED MUNTINS +•?�� 14'MAX ATONAL 3'MAX TTP. V AT HEM/SUAT FIEAD/ L CORNERS SEE COL MN'A'FOR '�zz..,I ` AT FWAD 13R SILL 11 1 Ar p E+ I 11 ❑ II711 cr L___ i II II II 11 I • �1q$ � 'i/� ii � ii ii ii ii /� i' E � & �*7j • 6 c ii' It ii iy'/ ii " 'i Mpg,; 3/f A i I 1 3b' 42 3/4' 33' D.L OM D.L OPO OPD. !R 38 3/18' 38 3/18' �f VENT NDIH 118' VENT MW114 �� • TVPU:AL ELEVATION TESTED UNIT z WOMOWS TO BE PROTECTED BY y DADE COUNTY APPROVED 0/11 1 0 DdPACT RESISTANT SHUTTERS ♦ NOTESe L no PST B OES D m COPIX NRI Tiff 16&1 VEtOCII't I6DB6CAM6i ZONEWE Ti$a M1O8D11 BtAIDDD CODE ALSO 7� LOAN AS M ASM BY PRE 57-83.ASCE 7-0 OR ASCE CODE E 1rooD&xsts of OTHIAB.MIRiT K ANCHORED PROPE1iLY TO TRANSFER FOR xox SSS VENT m BE FOR XO OR ox SDES VENT AND LOMB m THE BTRIk11m t1/4 OF mm"wm MM OASS TO BE EQUAL NDTHSCR fl a ANCHORS'SHALL BE AS LISTED,SPACED A8 SHOOT3 ANCHEMBEDMENT TO BASE MATERW.SHALL BE �BEYOND WXL WALL APPROVED CONF1GURAMN9 OtESSM OR sTUxo. B7tODBCt �f"WaMtw1llM •t E,FIA 16W - .• 1 �o. W99-60 sheet 1 of DRUM IABD CAPACUY-PSE(ND OR OX s17.E81 DOW LOAD CAPACrrr- PSF(SO%SOBS) V S 18"-ANN.GLASS 8 18"-TION.GLASS S 18".ANN. GLASS 13/16"-TW.GUM WINDOW DIMS. A # 10 9tl8 8/18"TAPCONB 1 4"TAPCONB 1 4"YAPCXINS WINDOW DD1I8. A b 10 m8 18 TAPCONB 1/4-TAPCONS 1/e TAPCONS �e VIDTH Off -EXT 74 DiT.(-) EXT.C+) INT.0-) EXTA+) INT.0-) EXT,C+) ixu-) VD)TH HEICDIT EXT.(+) INT.0-) EXTA+) DCTA-) EXTA+) INTA-) EXT-0) INT-C-) 26-L,,r 3 60A 103.3 GOA LOW600 mu 600 185.0 74' 6 60.0 74.1 04 912 60.0 9U BOA MU O 37' 4 604 984 600 USA 600 1254 600 USA 106-1/4' (3) 9 60.0 65.8 600 6S.S 6W 65.8 600 HMO 53-1/8' (M S 60.0 SU 60A USA 600 1850 600 185.0 74• � 0.0 6 6 502 600 6G5 600 66.5 604 183.5 00 74' 6 604 741 60A 90.4 6 90A 60A 104 106-1/4' (4) 9 47.8 47.8 47.8 47.8 472 47.8 600 183.3 O 86-1/8' 3 604 701 60A U32 604 JAW 60A 1850 74' 6 51.3 384 SL3 SL3 SL3 513 600 Gaspa� 37' �3Ar 4 60.0 6&9 600 1084 604 USA 60.0 1850 106-L4• Cm 9 4C0 39.8 404 40.0 40.0 40.0 600 761 C3 n 53-1/8' (4) S 60.0 Su 600 83.8 600 83.8 600 1850 74, 63• 6 39.4 304 39.4 39.4 39.4 39.4 600 655 74' 6 60A 50.2 600 630 600 63.9 604 1176 9 389 3L9 389 389 389 389 531 531 26-1/2' 3 60A 531 600 85B 600 185.0 600 189.0 84• 7 60.0IL3 640 9L7 60.0 917 600 USA 37' 4 600 50.7 60.0 819 600 109.5 600 USA 96' 24' 8 60.060.0 BLS 600 MA 604 ISU S3-L/8' c S 600 442 600 683 60A 683 600 872 108' C� 9 60.0600 76.5 600 76.5 60A U'SA 74' 6 49.7 381 49.7 49.7 49.7 49.7 600 780 94' 7 60060.0 68.3 600 683 60.0 MSA 86-1/8' 3 60A 42.7 60A 68.9 600 1051 600 I= 96' 36' 8 54.754.7 S4,7 54.7 54.7 600 IMO 37' 6, 4 604 402 60A 6SA 600 874 600 870 108' C3) 9 40646.8 46.8 468 46.8 600 ieu 53-1/8' 5 01 3S.S 48.7 48.7 487 48.7 600 65.3 84• 7 49.349.3 49.3 49.3 49.3 60A Me 74' 6 382 304 382 382 382 382 S25 58.5 96• 48' 6 48.2482 48.2 48.2 482 600 85.8 r. 24' 3 600 123.8 60A USA 600 USA 60A 183.0 108' (4) 9 49 43 41.9 4L9 49 419 600 830 36' 4 60A LIU 60A 188.0 60A 185.0 604 1250 64• 7 41.9 330 41.9 41.9 41.9 4L9 600 64.6 48' 24' 4 SU' 825 60A USA 60A iew SAS 1250 %• 60' 9' 366 nO 364 36A M4 366 600 601 60' CD 5 60.0 825 60A USA 600 USA 60A USA 108• (5) 9 33.9 330 339 339 339 319 570 57A 72' 6 60A' 82.3 60.0 1033 600 1013 604 USA A'= NEL OF ANCHORS PER HEAD & SILL 24' 3 600 885 600 Im 600 U9.0 600 USA C ) n NM DF ANCHORS PER JANE 36' 4 604 733 604 11064 60A USA 60A mu 3R 12 48' 36' 4 600 SSA 600 888 600 "A 600 USA Z 60' (3) 5 60A 55A 604 794 600 794 BOA 1854 t� 72' 6 600 55.0 600 6&9 BOA 68.9 60.0 USA ad 24' 3 60A 619 600 99.9 60A 111.4 600 USA 36' 4 604 55A 600 88.8 60A 119.8 60.0 1232 y 48' 48' 4 600 4L3 BOA 664 600 730 604 =I 60' C4) S 992 413 592 592 592 592 60A 87.4 @ 72• 6 53A 4L3 S3.0 53.0 33.0 no 600 804 @ 24' 3 BOA 495 600 79.9 60A =A 600 US.B EXTERIOR LOADS SHOWN ARE WRH 9.0 PSF BAFFLE. 36' 4 60.0 440 60.0 710 600 942 600 942 I WHEN LO PSF BAFFLE IS I= REDLJCE MAX. EXT.(+) WADS TO 53.3 PSF. @ 48' 6a 4 GOA 33A 600 53.3 604 604 6oA 7s1 BO' �) S 444 310 444 444 444 44.6 600 B41 72' 6 410 330 41A 410 41A 41.0 572 572 A s NQ DF ANCHORS PER HEAD & SILL a <> e NO.OF ANCHORS PER JAMB COMPARATIVE ANALYSIS CHARTS: i.a.r d BASED ON TEST REPORT M-2361 DATED 7-13-89 nA 4 TEST SIVE- 118"X 83"(XOX) DESIGN LOADS- +50.0, -30.0 PSF b WATER INFILTRAMON TEST- &0 PSF(SNAU 8*TW 1 Z 9.0 PSF(LARGE SAFfIn drawing no. TESTED MM-3/18"ANNMM W99-60 sheet of TYp y q WOOD BUCKS NOT BY LAWSON INDUSTRIES. MUST SUSTAIN MPART r QDAFffi7T Dascann= JuTax" VANP./8m"MR/BIEIABas �U SEE ELKV• LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER i L-7504 1 FRM HEAD saw-J - 18Y OR ally THEM TO THE BUILDING STRUCTURE. a L-m 1 FRANC Sal 6065-76 - �o y®)% $ 3 L-8',589 8 PRAE JAMA 6063-Ts - s 4 L-7'.W8 V vw nm PAL 606a-76 z .. .. °• .4 5 L-75119 L VI:NT VENT MMM RA& 6063-76 O a N 6 L-7�7 8/VENT TOP AND SOTTOM RAA 6063-T6 i�' 7 L-7506 L VENT JAMS SME 6063-T6 .. 8 L-767 AS Rm MAZINO BEAD AL1ROtAa1 ROLL FORMED O 9 FS-006 AS REIM FRAME/VW ASSEIBLY SCRCVS 6 8 X 3/4•P.M.PILLSPS SMS 1 10 - a FM RAA SAL SCRCVS(SAL EM - 6 8 X L.P.M.PHILLIPS SMS O n ® 8 u L-710 AS 112111115, VENT JAMB RAA.W WPM VDJYL 1/4•XA 6UL5 V 8 19 PWS-903 AS REM FON SEM.VEATMERSTRO-PW Ar X 810'OBaD-6001-� 13 PWS-006 AS RT1a0. FON SEAL VFATHMTWPPM - or%.350'L71p4160m-7) 6 !I 17 L4 PWS-004 AS AM FON SEAL.WFATIERSTO"M - Ja7'X 31V 0930-m-0 8 !yII — 15 VFC-001 t/WEEP awns NTL.@I �� :' ' 16 - B/BAFFLE BA)FLE BCREv - •6X3/6'PN&W 17 L-788 4/VENT VINT FACE 0111r PLASTIC AT 8-718'FIM DMS ou j: 10 L-763 4/VENT VENT RMLLER NOU&NG PLAM AT EACH DND 19 L-764 R/VENT VENT ROLLFR/VIED. BRASS a0 L-88e-1 1 SAL TRACC ROM, 6063-T6 - al L-7539 R/VENT VENT LATL79 6063-T6 AT Ur FNDM ENDS j 28 L-7883 1/LATCH VENT LA1T3N ST.STEEL!. 83 - L WIMP ADIESNE SAM OPEN CELL Fam - Vr X 1-3Ar X a'L@IO SURFACE FALSE MI M I 04 VFC-M L WEEP BAFFLE mom ALYOMTE TO . Opro 1. Ii 25 - 4 ADiESM BAC%CLOSED CD.L FOAM 0 TYPICAL ANCHORS: SEE ELEv./CHART FOR SPACING 0 1: G INTO 28Y HOOD BUCKS OR WOOD STRUCTURE ROLL FORM o li 40 ALUM 10 SMS OR 3/16-TAPCONS OR r 3/16'APL I 1/4"TAPOOHS I 2 1-1/4-MIN. PENETRATION INTO WOOD OM COMFO NO THRU 1 BY WOOD BOM INTO MASONRY OR DIRECTLY INTO MASONRY .j 3/18-TAPCONS OR 1/4"TAPCONS ji yy,� i 1-1/4-MDV. EMBED INTO MASONRY OR CONC. I FRAME AND VENT CORNERS AND 6VSTALIAMON SCREWS AT SILL it SEALED WITH WHIIWALUMINUM COLORED SEALANT. i t 6 WEEPHOLES: 1-1/2'X 285'WEEPS WITH 9.0 PSF BAFFLE 8 1 18 1"X .080-WEEPS WITH 8.0 PSF BAFFLE !i GLA77N - DET tt. AT 3-1/2"AND 34-5/8- FROM EACH END OF FRAME © 15 18LW DR.9 sr _ FLA.PE f 161557 ago f ,1 1 1� • t-t/2"x.185'WEEf+ItOLES TYPICAL ANCHORS '"x.�"WEEW10lE5 LtiRbd drawing no. W/THIS BAFFLE SEE 10".FOR SPACING W/TFOS BAFFLE TYPICAL ANCHORS tf SEE ELEV.FOR SPACM W99-60 9.0 PSP ]3A 8.0 PSE HA`FFT.F. eh6p13of �+ vENr 1WDTH p IleMM S w=mmrw ,BY OR 28Y 21 WF Il � aTYPICAL ANCHORS DAA EXTERIOR " WINDOW WOM XOX LAYOIIT WS1TH I/V SHIM Cal IBY A wows rr VENT MAX 777 Z�$ WOOD BUQC Dd.0. a' a TYPICAL.ANCHORS SEE mxv. 19 a I � IL I 1 d. SCREaI On. MI 0 e. EXTERIOR K WINDOW WIDTH XO LAYOUT OX OPPOSITE Il�dh •� Fu PE f lowBIA�B W99-60 BheB1 aoY 76 L Lm FRAME HEAD $► S L088 0� .068 epyp FRAME TOP CORNER $$ L=L 71LMm mIe FF L833 �S FRAME ELL VENT TIS/BOTTOM CORNERS 907 VENT LATCH .909 L5� 309 364 .06R � Z ' r� TRACK L� JAMB SU AME BOTTOM.CORNER L424 AME .750 D� TYP, TTP. Lm L937 8.000 ,pb L600 .749 MEETING RAIL FRAME JAMB — L6n FLA.v¢;15557 9e3 L000 1_ 718 —1 ,Oae-� 10 Browing "o. T Ue ,484 alv W99-60 VENT NP/SOTTOM RAIL FIXED MTG. RAIL FlYEO AATG. Reil CORNER sheet:$OT WAMMOADE MIAMI-DADE COUNTY.FLORIDA MEMO-DADE FLAGLER BUILDING gYJifLDiNG CODE COMPLIANCE OFFICE(BCCO) t40 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130.1563 � (30)375-2901 FAX(305)375-2908 -- NOTICE OF ACC.EPTANCE (NOA) Gopif Glass Sates& Services Corp. 7450 NW 41''Street Miami,FL 33166 k SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction.materials. The documentation submitted has been revicwcd by Miami-Dadc 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 Jurisdictidti(AHJ). This NOA shall not be valid atter the expiration,date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or.the AH] (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 AHJ 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 High Velocity Hurricane Zone of the Florida Building Code. D-ES£RIP& ON: Aluminum Fixed.Window APPROVAL DOCUMENT: Drawing No.W97-11, titled"Gopi Picture Windows",sheets l through 4 of4, prepared by Al Farooq Corporation,dated 06-24-97 with revision B dated 06/07/02,signed and scaled by I•lumayoun Farooq,P.E.,bearing the Mipimi-Dadc Courtly Product Control-Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dadc 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-Dadc County Product Control Appro%-cd",unless othcrwise 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. Misusc 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-Dadc 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA revises and ren .v5 i°ti'C3A - 2 nsists of this page 1 as well as approval documc t mentioned above. The submitted documentation was rc y anu Perez, P.E. NOA Kq-02403.611 Expiration Plate: Scnternbtf 8a.w. w - Appr?b•a! Batt:So:pksr:tats:�:x:, €c;;' - - _• L LB75 _ I t t 6 D ! ! ifAUSED o ora�or aa8.�rs�rrr or .._ �•. ,) Z � .062 A 13R B t -/°�l1j��% i ! A OR >t !; .328 1.328 DIK t t s�dr// ! ! Dt� /e�� A D OR 8 jl �/ z W O Q �, ,' ' is•� . F . _ .062 FRAME I.G. WINDOWIL 34 - 606 3-Ts 6• TYP Ll 12 TYCPI [.SPACING A OR B e5 OR B a � DtNr DIM. C A CRB ' DIK 4J r%I a � C3rZ�"' m sao e� r o A n' Cam " .500 w vi n r Vt O r. T ��.062 ALT-SHAPES — ___ 7� , — —_ Lsi L.I Z � F r GLASS _ __ _ __-_- 3i16' ANNEALED ��-- Ir-- ;I I z C4 t/`' ANNEALED OR 'i i' I' W GLAZING STOP 3/16' TEMPERED ; ; It _ 6063-TS A [iR 8 Ij °�/ j'i� A OR B 1 DIN. � • /� A OR B :�� DIK / X . A ORB 4875 DIM. / 4 . A OR B - (_A CR 8_.� A OR B O� a 4 A62 TYP .>et2 ,. DIN. DIK DIN U .et2 IX N r- • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED B1' — � Z INSCRIBING PICTURE WINOCW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN 0. _FRAME O.G. WINDOW DOTTED LINES AND OETAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED CL 6063-T5 A OR B PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. Q o TYPICAL ELEVATIONS W t'ttonUCr ttErts>,D ?_ via eBk tloriea Auvotsoft Iw v2 of/3.o t byte 07 := SINGLE LITE PICTURE WINDOWS d Pft""Ca. c M n � N T > L THIS PRODUCT IS DESIGN® TO COMPLY WITH THE NCH VELOCtiY HURRICME ZONE OF THE 20CI FLOR10A•(BUILDING CODE. ALSO FOR.W MD LOADS AS PER ASCE 7 USING tDRRESPONOING LOOS. " •- Engr. OP. H4ju-%VUN FAROtq + ! o 2. w00D BUCKS BY OTHERS. MUST BE ANCHOREDipROPERLY TO TRIWSFEit StiiUf•?VRES w LOADS TO THE STRUCTURE. P.,X PE / 16537 3._ ANCHORS SHALL BE AS LISTED. SPACED-AS SHOWN ON DETAILS. js• ANCHOR EMBEOMENT TO BASE MATERIAL„ SKALL BE BEYOND WALL : a • DRESSING OR STUCCO. J �IIOZ' x drpwing. no. USE IMPACT RESISTANT SHUTTERS • AS REQUIRED 137 SFBC. W9:7--11 sneer 1 of • to SMS CR - v..�......_ ___..,x.,..�..,,�_..,.. • 14 srgs OR �..._..�.............. . _ _ t 3/16'x2-1-W TAPCON 3/16'nC-aPaa rfiPt::, WOOD BUCKS NOT BY GOPI. MUST SUSTAIN LOADS ., P. 6' FROM ENDS L 12-CM TYP.. rl! 5- rROa E.tdDS L 12,� G.C. tvF. IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 BY OR 2 By t sy OR 2 SY •? , wow BUCK - ® e , WOODY BUCK v 0 4 <i' e TYPICAL ANCHORS TO BE AT 6" FROM CORNERS e, - :•. ;. :, :;; �. AND 12" SPACING. a NAX a K "1/ 14AX _: - _, ,�" •: SHINS ;_:'. _: SHINS FOR I" BY BUCKS 3/16" TAPCONS ONLY. 1-1/4" MASONRY EMBEDMENTCL FOR 2" BY BUCKS p, A 111 10 SMS WITH 3/4" WOOD EMBEDMENT r ! t 3/16` TAPCONS WITH 1" WOOD EMBEDMENT, zr r t r ! GLASS AS PER TABLE _ ! - GLASS AS PER TABLE a ct !t 3/15'-ANNEALED ! 3/16'-ANNEALED vi ca C ! 1/4' -ANNEALED ! 1/4' -ANNEALED W 3 G ! w 3/16'-TEMPERED ! 3/16'-TEMPERED W 1 1 1 3%n anz .j 1� j 11 Z 0 i II ,F 1 It 1••-- tn a a i Z 3 0 0 t � -- ---- •-% / 10 S.M.S. 10 S.At.S• O - C t BY OR 2 9Y O 12' O.C. :r� . .'• s •"A a 12' O.C. WOOD 11•d K --- • to SNS OR DAOE COUNTY - DADE COUNTY 3/16'x2-1/4' TAPCON APPROVED NUWON 3/16'x2-1/4' TAPCON APPROVED ivIUWON PRO d e 6' FROM ENDS L t2' t1C. TTP. UUWON ANCHORS e 5' FROM ENDS ZL 12' O.C. TTP.. - - do WULtJON ANCHORS • t1G•T11:Ensw wbh the .. � .y ..�.._ ,. .,.- r . . -. _ `'/ Aeal#taAee t�(s 02-'Olo�'�`•11�: .: INSIDE GLAZED WINDOW OUTSIDE GLAZED WINDOW Daft 2007 0 c -- - Daae h.d,et Control � 1/4' SHIM 1/4' SH1M _. Y MAX. MAX. •, ,; O • to SMS DR O ?".r �. C s• 3/16'x2-1/4• TAPCON e 6• FROM ENDS L 12' O.C. TTP: 0 119r DR. HU►uY13UN rwcuc • STRUCTURES e d e Fu PE , 1037 lu ingZZ 1W97�-- • •:s:.:•s}: '�,i+,r; •��:»'.fit:: et 2 of ^ . DESIGN LOAD CAPACITY - PSF (3/16' TA,PCQ�+S) DESIGN LOAD CAP.16CITY -- PSF (3/16" TAPCOEN �� = e !' WINDOW OIS. 3/16" - ANNEALED 1/4" -- AYTEMPERED WINDOW DIMS- 3/16" - ANNEALED 1/4- - ANNEALED 3/16" - TEMPERED . -A/8 A/9 EXT. <+) INT. C-) EXT. C+) INT. EXT. <+) INT. C-) A/8 A/9 EXT. INT. C-) EXT. CINT. <-) EXT. C-) I INT. C-) 2 m dz 19-t/8" 77.9 77.9 120.0 120.0 110.0 183.9 24" 62.1 62.1 35.6 95.6 t 10.0 140.0 ®_ a m � 25-1/2 57.3 57.3 88.3 88.3 110.0 138.8 36" 62.1 62.1 94.2 94.2 110.0 139.0 .. o 2a" m cj 37" 26" 57.3 57.3 88.3 88.3 110.0 129.2 48" 6Z.0 52.0 83.7 83.7 •t 10.0 123.6Q a 53-1/8 56.4 56.4 76.7 76.7 110.0 113.3 60" 57.2 57.2 78.5 78.5 110.0 115.8 Lt, Tz i 9-1/8" 77.7 77.7 104.9 104.9 1 10.0 154.9 24" 62.1 67..t 94.2 9 s.2 110.0 139.0 L>~ �► 26-1/2- I - 56.2 56.2 86.6 86.6 110.0 126.8 36" 30 41.4. 41.4 63.8 63.8 100.3 93.3 L) ..c3 3/8" 62.9 62.9 98.8 93.3 37" 40.3 40.3 6Z.0 6Z.0 97.6 90.8 48" a1.4 41.4 53-1/8- 38.8 38.8 54.8 54.8 90.7 87.6 60- 39.2 39.2 49.8 49.8 88.3 88.3 OC7 ^a 72.0 72.0 97.1 97.1 110.0 143.4 24- 62.0 62.0 83.7 83.7 110.0 123.6 a cc o N 26-1/2' 56.2 56.2 77.0 77.0 110.0 113.7 36~ 41.4 41.4 62.9 62.9 98.8 93.3 '4 WC` In GTr W a 4H" 47.8 47.8 75.2 70.0 1 3 " --, " �7" 40.3 40.3 58.8 58.8 94.7 90.8 a8" 31.0 31.0 53-1/8" 29.4 29.4 45.3 45.3 71.3 56.4 60" _ - 42.1 42.1 75.2 70.0 W r^ 68.8 68.8 92.9 92.9 110.0 137.1 24" 57.2 57.2- 78.5 78.5 t 10.0 115.8 26-1/2" 46.8 45.8 69.5 69.5 106.3 106.3 36" 60 T9.2 33.2 49.8 4}.8 88.3.3 88.3 " ,, 37" 63" 36.6 36.6 45.9 45.9 85.1 85.1 48" _ - 42.1 42.1 75.2 70.0 Z 38.1 38.1 60.2 56.0 O 53-1/8" - - 40.2 40.2 67.9 63.Z 60' - - F" 19-1/8, 67.0 67.0 90.4 90.4 110.0 133.5 24" 52.2 52.2 75.3• 75.3 110.0 1 1 1.2 cn 4 3 � 26-1/2* 39.8 39.8 82.4 82.4 41,7 41.7 59.7 59.7 102.2 102.2 36' 72 34.3 30.0 30.0 o a a 74-1/4' 34.3 34.3 69.5 63.5 0 _ 37" 28.6 28.6 37.5 37.5 80.1 80.1 48" - - 3 p F 53-1/8 - - - - 65.2 63.2 60" - - - - 60.2 56.0 U 24" 49.2 49.2 72.2 72.2 108.1 108.1 = N M • 36" - - 34.5 34.5 78.6 ' 78.6 U g 8a" 64.9 64.9 a a Z 60" - - - - - - (L n o 0 24" 46.6 46.6 68.6 68.6 105.9 105.9 Col •tet 36" - - -31.4 31.4 76.0 76.0 _ 48" . 96" - - - - 61.8 61.Q r _ 24" 45.3 45.3 66.1 66.1 104.3 104.3 q 36" - - - 74.1 74.1 c g 4a- 108 - 60' 24" - - 51.6 51.6 103.0 103.0 Y 1 72.7 72.7 s 48 F"I��,,..,, -- Ensr M MU"YWN FAR(= ftc i"Vuft STRUCTURES sCal & FtA PE 3 1633T .� >Aftgpftmm Z o6�3.p/ J7 Dz a Dy droning na. W97-11 1.1 4 s teed Of - S�, Com°'• X30 3TC ti NO'tIC 0 CEPTANC 3 a D00 �r,�•APatls� � .�, : _0 - �ilys 7196 77 err�c `i.�'•.::. a#�;,}.r+ y l• ,.+ip_'� � dv� �, +rs �,y.. '�••fy�s ,�'�� r�� t�'� a' , Jn h .?. .te+..' :Ny..w� i.Jt..n+en•.w'... t'!`+`-_ - - .ty w ,w;.• �.. +. 1VLedley,FL3♦31a r { SCOPr'.: y v-a `Z`'•} ✓,� "x' ^.,+•� +•.' 14,j,. Y; % ons governing t Q."la,..'z ``°, ++F�`9c '` : 'T,'•rSx. g. rules '�"+'n'':F5.-.+ a •:'e• y' $ This NOA is being issued under the:applicable 'and regulations use ofco materials: The documentation submitted has been reviewed by Miami-Dade County Product.Control Division and'accepted* 04:,.- 6,a .by the Board of Rules and Appeals(BORA)to be used m Miami Dade County,and otherarelere adlowed by y the Authon'yy Having Iunsdtction ;. 1 L This MOA shall not be.valid atter the expiration to stated below. The Miami Dade County Product Control •kio'd'. iiidi a- 'ti)- '- to<e,-s _ it9R.•; •,'R ,w... Division Miami Dade County and! ALiJ in areas other than Miami County) reserve ee nght to, fi � tenal"u s r ha flits up or a ualttyassuranceWil-SIUNT16ting sproducorma enaats to perform to4 W"ycd�'-'^s r .z«• y'•, the accep manner, the.manufacturer will incurt�eexpeand the. AH,i�may immediately` .woke,modify or d,th"use of such product or matenal withut their urisdtettoii BORA reserves the nght. 3�+ Y to revolve flus acceptance,it is determined by Miami Dadd Count/Product Contiol Division thai this product o ! - , 4 !^� ' e dt wr€ {�+ >,ar �- material fads to meet the requsi9ements'oftheapplicable buiidmgcode , This product is approved as described hcrein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Aluminum Single Hung%Nlndow APPROVAL.DOCUMEiti"T: Drawing No.W95-45,titled"Alum Single Hung Window',sheets 1 through 3 of 3,prepared by Al Farooq Corporation,dated 10/17/95 with revision C dated 07/11/02,signed and scaled by I•Iumayoun Farooq, P.E.bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance 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 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 remoal oCl�`OA. v -A DVERTI SENT ENT: 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: N0A is displayed, then it shall be dome in its entirety. I\SPEC i ION: A copy s ti N all be provided to the user by the manufacturer or its distributors and shall be available fo s c ` n the site at the request sof the Building Official. This-NOA renes+•s NOA 1. : an onsists of this prig*. 1 as well as approval document mentioned above. The submitted document on r *, ve b Manuel Perez, P.E. 02-0801.02 D:Jtm: II+tCn'ir 893 e ` Page t � � U DESIGN LOAD CAPACITY - PSF 53 1/8' WINDOW WIDTH th ALUM. SINGLE HUNG WINDOWS (I OVER 1) a+ 3116'-ANN. GLASS 3/18"-TEILP. GLASS v TTIN00>T OBIS. / tA - ViDTN HEIGHT- EXT. G+) ANT. (-) EXT. C+) INT. C-) %� W A Oc two C 19-1/e' 60.0 121.0 60.0 121.0 28-1/2' 60.0 121.0 60.0 121.0 v v 26' 60.0 89.8 60.0 89.8 0 0`,pa* , 53-118 (3) 60.0 62.6 60.0 62_6 d. 19-1/8' 60.0 121.0 60.0 1211_0 . 3�i6•-ANN. GLASS y n 28-1/T' 60.0 113.3 60.0 1133 °° CL 4 / 'M/, U W 38-3/8' M wto 37` . 60.0 81.1 60.0 81_1 n 3/I6'>r� �GCASS �.Z�t e7 ao 53-1/8 (4) 60.0 56.5 60.0 56.5 '�'� ci � a a 'r _ ci I O 19-i/8' 60.0 121.0 60.0 121-0 '�-' N O 2s-1/Y so.0 107.3 60.0 1073 B_ � � tn SO-5/8' = Cs. w n 37' 60.0 76.9 60.0 76-9 1 Z tn .. 3 53-1/8 (5) 60.0 53.5 60.0 53.5 19-1/8' 60.0 121.0 60.0 121_Q T 26-1/2' 60.0 97.0 60.0 9T 0 ` W \ I I , ' 56' - .. 37' 60.0 69.5 60.0 69 s _ n n c 53-1/8 (5� 54.4 48.4 58.7 48.4 Z Q ` 1 19-1 8' 60.0 121.0 60.0 121 Q I I I I O 0 °� / o o .. in 26-1/2' 83' 60.0 100.3 60.0 103_5 3 U 37- 6Q.0 73.4 60.0 74-1 53-1/8 (6) 49.3 49.3 54.6 5t 5 6 1/4'MAX. Z 3 m LZ 19-1/8' 60.0 121.0 60.0 12aA C �' 2 p~ 26-1/2" 60.0 85.2 60.0 1025 _ •- 0 74-1/4' � - 49 1/8' �W ��M n 37' t7� 60.0 64.5 60.0 734 D.L. OPG. 46.7 46.7 50.1 30.1 CENTER ANCHOR O HEAD do SILL REOD. ON 3W WINDOWS ONLY 50 1/2' y W 3 K NM IN PARENTHESIS INDICATE NO: OF ANCHORS PER JAHB. ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD/SILLcl VENT WIDTH 110 p BASED ON F L-1804 DATED 12--22-97 TYPICAL ELEVATION DESIGN LOADS a +50.0. -50.0 PSF 1 OVER 1 a Z t m WATER INFLTRATION TEST a 9.0 PSF �_ TESTED UNIT TESTED GLASS ,1f 16'-ANNEALED ff i 7 1/4. �:^ alai 4' � �g 7 t/4' � NOTES: � 1 " 1. rrM PRODUCT a DESIGNED TO /.OYPLY WITH THE HIGH VELOCITY HURRICANE o_ , 11' 10 3/4 1D 3/4' ZONE OF THE 2001 FLORIDA BUILDING COOS g 5 Sf 8' �.. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. u E, v { Z WOOD BUCKS BY OTHERS. MUST BE A14CHOREO PROPERLY TO TRANSFER y LOADS TO THE STRUCTURE. • 12' v 12' _ _ 92' 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. s z a 5 3/8' a r v ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL --� tE W n DRESSING OR STUCCO. C w w '� g 11 2' = 9 t 4mom 9 1 2' `o $ 9 1 2' 311 9. 1 2' f z IMPACT RESISTANT SHUTTERS a � < mu o g r 6 .1/4• 1:6 1/4- 91 - REQUIRED 1/4- x ( 6 1/4' in Z i 104. 6_11/4 p i1/4 z 4 t env �L 4' 9 /4 / - --d • Engr. DR. 5Il'9�iYt�N Fart • _ e i 7 12' S P'R'j=R8 S PRODUCT RENEWZD 7 1/2' 7 1/2' 7 1/2' 7 1/2• a 1/2' / F°.14. E Bnrd pt �erlth eM t�z$rlA , Acec 2scit No Im ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS •-"- yist1PI�,+eT1e1 -e►4: JUL 2 5 2002 his rrrx i PARI I nBQO. DZSCRVMOrT TYPICAL AN mO C WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN - 1 FRAK HEAD 6063-T6 INDALEX OR EOUIV. Ld " SEE ELEVATION FOR SP LOADS IMPOSED BY GLAZING SYSTEM.AND FR/',NSFER THEM 1 6063-TS INDALEX OR EQUIV. - z ^ 3 ' TO THE BUILDING STRUCTURE. 2 _ 1 FRAME slLt I BY OR 2 BY - 6063-TS BENADA OR EOUIV. fA -� WOOD BUCK .� , 3 2 FRAME JAM$ ZO •Q �r IL4 y MEETING RAIL 6063-TS BENADA OR EQUIV. • .- • 6063-TS BENADA OR EOUIV. •-+►- � . ai • 'a - Q 5 - 1 VENT .TOP RAIL f� 6063-T6 INDALEX OR EQUIV. �4'� in . .�,n 6 - 1 VENT BOTTOM RAIL j 6'So s�' • 2/VENT SWEEP LATCH AT EACH END OF TOP RAIL ZAMAK •f.�. a K 7 6063-TS BENADA OR EOUIV. 8 - Z/ VENT VENT SIDE RAIL 2/ CORNER FRAME ASSEMBLY SCREWS - N 10 X 3/40 P.H. PHILIPS CRS (� %9 M 8 X 3/4• P.H. PHILIPS CRS Vas 1 _ 2/ CORNER VENT ASSEMBLY SCREWS - z n$ 10 li`. - <- 2/ VENT LATCH AT EACH END OF BOTTOM RAIL 6063-76 INDALEX OR EpUIV. 0 15 14 12 - AS REOD. FIN SEAL PILE 1.187 X .250) - llLTRAFAB a' 60 O^ VINYL PROTOTYPE "PLASTICS 13' FP-389-AV AS REOD. BULB WEATHER ST=•4485-X- 6W- - ami M+ 860 AS REOD. BACK BEDDING SILICONE PECORA CORP. Z�.-v lg - =r AS REOD. GLAZING BEAD ALUMINUM ROLL FORMED o FOR SPACING 2 S/8' BOX. VINDOV COMPONENTS Q�� i a 17 TYPICAL .ANCHORS: SEE ELEV. 15 3530 2 BLOCK L TACKLE BALMCE - INTO 2BY W000 BUCKS OR WOOD STRUCTURE T7 _ 2 TAKE CLIP AT t3• FROM TOP RAIL STEEL AT EACH JAMB ' O E 3/16" TAPCONS WITH 1-3/_8" MIN. EMBED INTO WOOD. o � THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY. INTO 1►IALSONRY NS WITH 1-1/4" MIN. EMBED INTO MASONRY 3 16 TAPCO ► '; = GLAZING METHOD: 4 �S TYPICAL ANCHORS * y C. � ' COLORED ADHESNE BEDDING 34 SEE CHART FOR SPACING EXTERIOR GLAZED WITH ALUM. CO RA 860'' AND ROLL FORMED ALUM `.GLAZING BEAD _ COMPOUND PECO { � f�, `,; a ."- 'n d b .s P " a _ r> _ _y/4' SHIM .EYr scC RITE 1/4 TYPIC .. _ ._ tviAx. - _ o SEALANTS. x A v ,. fy -tot.p m R'q x ~ 4 O ALL FRAME ANO.VENT CORNERS, AND INSTALLATION SCREW W RED SEALANT PECORA NO 1860' �! 3 _ AT SiCC. SEALED WITH ALU}d. COLO ?� I S - , %, VENT WIDTH > .. W i t2 LATCH OPTIONS: i BY Ok z`BY I BUCK D.L. OPG. (VENT)- WOOD 1 SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL i OR - B- t SWEEP LATCH AT EACH END OF TOP RAIL t 6 _ a t 1 Z 1 1 4 • v 1/4" DRAIN NOTCH T 6 AT EACH END OF 13 13 INTERM. SIU. FLANGE ; r.- fi�;} D.L. OPG. (FIXED LITE) -o•• ; . 2 i .s.f ,�i •r i•a•. ® . N : EXTERIOR WINDOW WIDTH OR. Mti�A1170t."s FAR000 RENEWED ''+ :T:•:.a --•- FLA. PE t 6557 as a"Plying wilts the FwrwA &, 90141r!3 Code `. ter+ -• f £ i el Date lk'CK '�0i ..�X-4 5 t3" �. DRAIN NOTCH 2.100 i in m �3 EL-1 .062 10. qo.8 - O 4a m 4i rr F, er .875 o in g FRAME HEAD t a► ow A .812 UZ hg .437 ''t m 0 <- 10 Y I 1.3120:vi 874 ' O t 10 w Uw, .�._.U _�. 111 .... _ Z •.. I _ -�j .062 TYP.--i i Q ?2 MEETING RAIL I o .1.625- .583F_ v , ,FRAME TOP CORNER 3: O io VENT TOP CORNER a Q 1687 1.500 3 V Mal I - --1 .062 TYP. i T o=1 0t- s I ZX ri o _ �r+7 c VENT TOP RAIL s O_ nr. O1 i to W �$ ° �3z jj4 .054 JZh3 T_ 1.3461.078 TYP. YENT BOTTOM CORNER VENT BOTTOM RAIL 1.120 r !� .812 1.039 .900 .744 L__ ( 9 z = ,00 .062 TYP. —i •• � VENT LATCH f$AME BOTTOM CORNER SASH SIDE RAIL Q .062 TYP. a I Engr. M 14uwAYOUM FAR000 pRot)LC'pXNEWEtI .I STRth—RES as complyio6 wltb the F'aorgA 2.733 1.301 FIA PE 1 13337 1loidloRCode 2.043 Accepesoee NO o? o$is`•(��. E iration Doff aPL7i`� v. i $ .062 TYP. Miami a 1'rsducl cloft .6.5w .< .p _� L1.374-J ' t' MIAMI-DADE COUNTY,FLORIDA t fie•'aoN11 DA[)E METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE v METRO-DADE FLAGLER BUILDING : 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 uj PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2903 Clopay Building Products Co. CONTRACTOR LICENSING SECTION 4800 Interstate Drive (305)375-2527 FAx(305)375-2558 ; CONTRACTOR ENFORCEMENT DIVISION' Cincinnati,OH 45246 (305)375-2966 FAX(305)375-2908 ;r PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372.6339 Your application for Notice of Acceptance(NOA).of: 9' Wide Sectional Door under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein,has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO)under the conditions specified herein. c This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0609.01 EXPIRES: 09!25/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO.and approved by the Building Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County APPROVED: 08/24/2000 VY Building Code Compliance Office \\s04S000I\pc2000\ltemplates\notice accepmnce cover page dot Internet mail address: postmaster@buildingcodeonline.com Homepage: htip://www.buildingeodeonline.com Clopay Building Products Co. ACCEPTANCE No. 00-0609.01 APPROVED AUG 2 4 2000 EXPIRES 09/25/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97-0214.01 that was issued on 09/25/97. It approves a sectional steel garage door 9' wide x 6'-6"through 8'-0"high, as described in Section 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Clopay Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101706, titled "Door Models: 83, 84A, 93 & 94" prepared by Clopay Building Products Co., drawn on 11/18/96 with latest revision on 01/13/97, sheet 1 of 1. They bear the Miami-Dade County Product Control-Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer.Every 3 months, four times a year,the manufacturer shall mail to this office:a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturerP roduction facilities.And a notarized statement from the manufacturer that only coils with yield strength of 31,300 psi. or more shall be used to make d ooranels for Dade County ty under this Notice of Acceptance. 4. INSTALLATION 4.1 The*sectional steelara g ge door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. $. LABELING Each door shall bear a permanent label with the manufacturer's name or logo,city,state and 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 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Candido Font, PE. Sr. Product Control Examiner Product Control Division 2 of 3 •, t I Clonay Building Products Co. _ ACCEPTANCE No. 00-0609.01 APPROVEDG 2 4 2000 EXPIRES - 09/25/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and the original submitted documents, including test-supporting data, engineering documents, are no older than eight (8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name,city,state,and the following statement: "Miami-Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product(identical)as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials,use,and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the-following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. , 6. The Notice of Acceptance 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 Notice of Acceptance is displayed,then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE n ido Font, PE.Sr. Product Control Examiner Product Control Division 3of3 .: , '�aSdDELS $3 84A 93 94 END SIILES.ATTACHED TO DOOR SKIN ' •r . TDG-L-LOC SYSTEM (TOP. BOTTOM, S. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM, do CENTER) ONE ATTfi: ONE INTERMEDIATE STILE E(TN mo ATTACHED O & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) ---a►-A VIEW A" o • VIEW "B' I o co- JI- i� mz MR Wzzo cc Cf N TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8- MIN. ENGAGEMENT (FPPO�S R5 SIDES I (SEE,LOCK OPTIONS) L LOCATION OF OPTIONAL VENTS.® -—►-A (MAX SIZE: 60 SO. INCHES) MAX. DOOR WIDTH 9'-0" LOCATION OF OPTIONAL VENTS. (MAX SIZE: 60 SO. INCHES) INSIDE ELE1/ATK)N r MAX. DOOR WIDTH TI9'-0INrI j�IP 1. DOORS 6'6' HIGH CONSISTOF 4 SECTIONS; 2 OF 21 do (2) OF 18-. DOORS 7'0' HIGH CONSIST OF 4 SECTIONS: 4 OF 21-. (4) 14x5/8- SHEET DOORS 7'6- HIGH CONSIST OF 5 SECTIONS: 5 OF 18 DOORS 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21" do (3) OF 18 O METAL SCEWS O SHALLENTS O Op O NB`Y A REGISTERED PROFESSIONAL ENSUPPORTING STRUCTURAL C NEER FOR WIND BE�SGNED (2) 1 NG x3/4- SELF SHOWN ON THIS DRAWING. TAPPING SCREWS /14 GA END HINGE 1R GA INTERMEDIATE HINGE VIEW "A• VIEW 'B HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM TRACK CONFIGURATION TYP• 2-1/2-02 GA. GALV. TRACK DOOBRACKET.- TO ti13 GA. GALV. STEEL FLAG BRACKET. SCALE 1/2" a 1' EACH TRACK BRACKET ATTACHED R JAMB WITH (1) 5/16" X 1-5/88* LAG SCREW v2" GALV. STEEL TRACK FASTENED- 76- ASTENED-76- (7'6- do B'0" H DOORS ONLY) DOOR .L" TO 2-1 72-XIHEIGHT ATTACHED TO EACH BRACKET z 676 7 63" WITH ONE 1/4•x5/8- BOLT do NUT. 7-0 76 OR TWO 1/4- RIVETS. 2- GALV. STEEL TRACK, I 7-6 82 u TRACK THICKNESS: .083- - 50- •L- TYP. 2-1/2"02 GA. GALV. xSTEEL TRACK BRACKETS. 38- DISTANCE BETWEEN BRACKETS z NOT TO EXCEED 14" O.C. (6 TOTAL BRKTS PER SIDE a 24" FOR DOORS UP TO 7'0- HIGH). o (7 TOTAL BRKTS PER SIDE FOR DOORS UP TO 8'0' HIGH). lo- ul 3-1/2' s///G DESIGN LOADS: +57 x� --=--- I/IN7971IIAND HI )DOR SKIN WITH PATENTED BOTTOM, 6: CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS �— 2' THICK ATTR:HED.WITH TOG-L-LOC (TOP & BOTTOM) F SECTION A-A AND URETHANE ADHESIVE (ALONG CENTER). SNAP ERLATCHIC ENGAGES } ONTO VERTICAL TRACK. � ONE SNAP LATCH EACH SLOE ON �12 GA GALV. STEEL TOP OF DOOR. ROLLER BRACKET. EACH INTER. STILE BRACKET ATTACHED W/(4) 14x5/8' SHEET METAL CREWS. OUTSIDE4 (END KEYED STILE HANDLE INSIDE HANDLE n�ITSIDF KEYED LOCK SHIP LAP JOINTS. NAp LATCH OCK OPTION 14 GA, GALV, STEEL END HINGE. EACH FASTENED TO END STILES W/(4) #144/8" / A SHEET MEETTAL SCREWS 24 GA MIN. G-60....GALV. STEEL , & (4) 1/4SELF TWO POINT LOCKING (MIN. YIELD STRENGTH' 31.3 KSI. TAPPING SCREWS. INTO TRACK PER ' DRAWING DU WITH BAKED-ON ' SFBQ 3603.2 POLYESTER PAINTED TOP. COAT 4- TALL X 2-1/2' WIDE X 5/8 MIN. ENGAGEMENT APPLIED TO BOTH SIDES OF STEEL - 16 GA. C=CHANNEL. ONE �FPPOSITE SIDES PER SECTION ATTACHED TO (SEE LOCK OPTIONS) DOOR AT END AND CENTER STILE LOCATIONS WITH ONE z= 1/4' X 3/4- SELF.TAPPING JTS•m " A SCREW PER STILE. 1-1/4' WIDE MIN. x 16 GA. GALV. TH ® 9'-0' STRAP. (3) PER SECTION. (SEE E VAno END INSIDE ELEVATION). EACH STRAP STILE ATTACHED WITH 3) 1/4' X 3/4' SLIDE SOLTINTER- SELF TAPPING S�REWS (TWO END LOCK ENGAGES STILE LOCK E SCREWS TO DOOR, ONE TO INTO VERTICAL -, C-CHANNEL). TRACK. ONE OUTSIDE LOCK ON FiAP1OlE 13 CA. GALV. STEEL BOTTOM EACH SIDE LOCK BAR BRACKET. ATTACHED W/(2) OF DOOR. ENGAGES IN 14x5/8' SHEET METAL SCREWS. INSIDE SLIDE BOLT TRACK ON LOCK OPTION 9uiSI0E KEYED LOCK EACH SIDE / j fX K BAR LOCKING OF DOOR. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. OPTIONAL STOP MOULDING BY-DOOR INSTALLER (TO SUIT) THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 16 GA MIN. GALV. STEEL END STILE ✓ OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS •; 18 GA. GALV. STEEL DOUBLE END STILE ✓ MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE 18 GA MIN. GALV. INTER. STILE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT*REINFORCED BRACKET, 18 GA GALV. STEEL CENTER HINGE BLOCK WALL. OR CONCRETE COLUMN. BLOCK CELLS SHALL FASTENE TO INSIDE SKIN W/(4) BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS ICHEg�B /14x5/8Q SHEET METAL SCREElwYSs (VIEW 'B') ¢5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. .G SCREW ANCHORS CAN'BE 1/4'x1-3/4' EMBED TAPCON CONCRETE 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM FOR UNRESTRICTED DOOR OPERATION AND 16' O.C., DB WITH 3/8'x4' (1-3/4' EMBED) =ASTENED RAWL LOK/BOLT ANCHOR STARTING AT NO MORE THAN 8- RACKETS.RACKET 14 GA GALV. EL ROLL R HINGE FASTENED TO FROM BOTTOM AND 24' O.C. IB& NUT, END STILES W��4 �14x5�8' SHEET METAL'SCREWS (t}tU11ED AS COMPLYi#G WITH THE AND (2) 1/4'x 4- SELF TAPPING SCREWS. (VIEW -A� ' RIVETS. 2- STEEL LONG STEM ROLLER. SOUTH F QNIDA 0 GILDING CODE IAMB ONFI• RATION DATE &W a OO a BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE DESIGN ENGINEER: ACCEPTANCE NO.00-06 0 9.O f MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING PLOT 1-42 awsssawr� 9'0'W x 8'0'H 810pay 312 W BUILDING PRODUCTS COMPANY ati DOOR MODELS: 312 WALNUT STREET 11115/96 �*� ADS: +57.0 PSF $c -67.0 PSE. / SUITE 1600 PAWN IV MiYW 83. 84A, 93, 94 Building Products CINCINNATI, OHIO'45202 PAv04 Kram .N • Company (513) 381 - 4800 "° $ 101706 2 '� ••• ••• PER GT APPLICATION d �— "" o"'"�' '�� • .' 3�r P�f�mit 11S N � M .3_ ii�►e diaz'Y:PjrAO VN'S'1'lZUCT101'-\'S The following steps must be taken to obt'ain a permit fi,011) (Ile ikfialni Shores Villa-e: Step 1. Complete the attached permit application which siAW ' ' ' ' . Please print or type to allow for a more accurate processing of;ott*11cit roofing wank will be done,a roofing application must be submit- ted ubmitted along with this permit application. •• • • • • • ••• •• Step Z Submit the completed application with all necessary documents to the Building,Planning and Zoning Department for processing. During the processing of your application,you may be asked to submit additional information. ' Job Address: �A_l �, i//(� C�1✓ /�-�fQGf�(,�i �, Address Apt. City State Zip Folio Number pti on of Work Lot Block Subdivision 6d/JS FPB PG Zonmi Linear Feet Current Use of Property I Square Feet O SV Units Floors Proposed Use of Property Value of Work .3,S d W 0^!Q3 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. — PERMIT TYPE ( PEPJAH CHANGE (./) TYPE OF MANAGEMENT Building ChF,Contractor New Construction Enclosure Electra Renewal Alteration Exterior Rg air M cal Revision Alteration Interior Demolish Plumb Extension Relocation of Structure Shell Only LPG% Su lament Foundation Only Add'1 Attachment Roofing, Reinspection Other Add'1 Detachment Fence i Other Other ARCHITECT ENGINEER Name Name License No. Address Addresses Telephone Telephone �Ol� O Fax Fax PROPER OWNER �QB nS CONTRACTOR Name Nam 10 cllam �7 Address �q % SV.' �® Sic License, O O6 0Ov Address Business Telephone >`JF boa'" a'(a3 jp0 Fax Qualifier Name r ••• • • • ••• • • Page 2 • . • •.• . . • ••• ••• PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING •R10EIVED•YO1M ZIALMAED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 am.to 6:00 p.m.,and Saturday from 8:00 am. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MARE X"IV9TLW,"1-&JD SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES S4AL L BE2107 f R f EfRO11 Drr AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEIN(IrIjA.Mr►•t3•RB 1 UIP TOR VEHICLES,AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL.CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building,Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services(HRS)approval is required for applications involving septic tanks. Department of Environmental Resources Management(DERM)and/or Miami-Dade Water and Sewer Department(MDWASD)approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I,the OWNER of the property,certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further,I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent(50%) of the fair market value of the structure,the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent(50%) of the replacement cost of the structure,then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than$2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, l"Floor,(305)679-1078. Once recorded,the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713-35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, MIAMI-DADE STATE OF MIAMI-DARE Signature of Owner /� Signature / cl- -e 4& &LIP? X/iiiWN—a= Print Name Swan to and subscribed before me "'> ` day Sworn to and subscribed before me this L day 1-7 d 3 � ll Z, 9. Notaryk"%-JW5AqPda Si0"" f ai.40 6,0 J de SEAL: orte MY CW1 SEAL: - IM Corwdsdan DD16WO ` EYON Nov 15,2008 a Expires Noyes 15,20W Personally known OR,Produced Identification Personally known . OR,Produced Identification le/ Type of Identification Produced:"""N"Wiftft_Type of Identification Produced: Page 3 • • • • • • . . ... . . . . ... PERhff APPLICATION ••. ••• FINSTRtMONS: Please indicate the type of work Nin�pe Morn ands iiity(ies)in the space provided below. Minim Fee Dryer .• : t, . ' Service Repair A/C Cen 1-3 Ton Fan Outlet,Wall Service,Temporary A/C Sen 47 Ton Fire Pump Outlet,Switch Sigmc A/C Central 8.15 Ton Fixture-Fluorescent Oven Space Heater(kw) A/C EE"16.20 Ton Fixture Light Parking Lot Lights Spas/Hot Tabs A/C Central 20+Ton Flood Lights Plugmold/Strip Sv i; ':Z s,No.of Amps A/C Window FPL-Load Central Posts Swim Pool,Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool,Residential Chiller Generators,etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator,Comm.(p/PH) Temp Serv.,Construction Com r Low-volt,Burglar Refrigerator,Domestic Temp for Test-30 days Deep Freezer Low-volt,Fire Renew-Temp Service Demolition Low-volt,Intercom/Teleph. Repair Circuits Dishwasher Low-volt,Television Service,Number of Amps NIECHANICAL TY111", QTY. TYPE Mhiimu t Fee Condensate Drain Generator Refrigeration,Tons A/C Central,Tons Cooling Tower Heating Strips,each Vent Hood,Cast A/C fWIMI Tons Dryer Vents,Number of Paint Booth Ventilation,Cost Air Hanifter,Tons Ductwork,Cost of Piping,Flammable Liquid Periodic Inspections BarbecuFire Sprinkler System Procem7ressure Piping Bath Fan Vented,# Fireplaces,Number of Pressure Vessel PJAMU/Cfflete Drains,Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater 131det Filter Replace Pool Piping S rinkler Repair Ca -Fixture Fountain Pump and Abandon Sprinkler System Ca -Water Gas-Ap fiance Pump,Domestic S pl ,AC Well Ca -Sewer Gas-Natural Pump,Fire Stand Temporary Toilet Catch Basin Gas-Propane Pump,Re-circulate Temporary Water Closet Clothes Washer Gas Piping Pump,Replace-Pool Urinal Dental Chair Grease Trap Pump,Sprinkler Utility-Sewer Discharge Well Ice Maker I PUMP,Sunp Utility-Water Dishwasher Indirect wastes Relay Repair Vacuum Pum Disposal Interceptor Roof Inlet Water Closet Domestic;Well Laundry Troy Septic Connection Water Heater Drainfleld,4"UdRes. Lavato Septic Tank Water Heater New Drains,Area Meter Set(Gas) Sewer Connection Water Re-pipe Drains,Floor Mmimum Fee Shower Water Service Drains, ch Miscellaneous ent sink Well,Supply l RECEIVED AND REVIEWED BY: DATE: F • now Page 4 • • • ... . . . . ... . . PERMIT APPLICATION OFFICE USE ONLY ❑ OWNER-BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) .. i s Mach,. . . . .. (Attach) . •• • • • • ••. • ❑ FIRE DEPARTMENT C1 HRS:Q=*1MC)V.11L ❑ BPR APPROVAL(Restaurants) APPROVAL(Commercial/ " (SIEA0/Sevler)' ' multi-family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify&Attach) (Specify&Attach) $3.00 per page(Scanning Fee) $ Miami Shores Village $ T, 50 Bond $ Metropolitan Dade County (C.C.F.) $ 1 , 21©:%sq.t't.=x/1000 x¢.60) Inspector State Educational Fund $ r / (0-005/sq-ft) II State DCA(Radon) $ 11—7.5 (¢.01/sqA) Code Enforcement Fine $ Zoning Review $ 06 Notary $ da S PSD TOTAL REVIEWED AND PREPARED BY: DATE: SECTION BY 14 DATE CONDITION 01"APPIZOV'AL Zonin eT i9 S d Electrical Mechanical Plumbing Fire Public Works Structural $ O Building Official Revised July 2001 10050 N.E.2ND AVE.,MIAMI SHORES,FL• (305) 795-2207 •FAX(305)756-8972•http://www.miamishoresvillage.com i i MIAMI SHORES VELLAGE BUILDING DEPARTMENT ' 1 305-795-2204 Building Inspection Request Date 1 C-) Z?0:1 Time Type Insp'n 00IVm h S Permit No. 0D r 0�) - Name I e- t-D jLe Z Address qq Cf 15 Q)I 5C4 yr wQ �JLy Company Phone# -78to - 29 5 - S S -b For Inspectorby-) Name&D Approv �� Correction ❑ Re-Insp'n Fee ❑ � tl lam. v rca�� . 3 gar c.�10JAP a- o-c - mac! mar o r�K�