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RC-15-2306
9 a I r AAL Wednesday, Sep 23 2015, 2:02 PM American Asbestos Laboratories REPORT ;r 1 SENT JEAN BAPTISTE RAMET- PREPARED AAL TO: 35 NE 91ST STREET BY: Asbestos Department MIAMI SHORES,FL 33138 5005 WEST LAUREL STREET JEAN BAPTISTE RAMET SUITE 110 TAMPA,FL 33607 Phone: 305490-5702 Fax: NVLAP Lab Code 101775 Email ibramet@gmaii.com (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniqugS�ordirig to the United States(US) Environmental Protection Agency(EPA) 'Method.for the Dgterrginatio4 o(•• Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 19910•••' :'•"• ••• • ..... .. .. •• ...... Sample Type: BULK Date in: Tuesday,September...22.2015 ....:. .. #of Samples: 9 Date out: We& qday;Sep 23 2015 Transported: FEDEX " Work Order# T1509056 Sampled by: REY G ` AAL Project# 2015-2752 Received by: KIA ` Project: RAMET RESIDENCE,35 NE 91ST ST., MIAMI SHORES I Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM f Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 if or no detectable asbestos py visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in pact to third parties or authorized agents of the client. A + This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. Ali NVLAP reports di playing NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question Wednesday, Sep 23 2095, 2:2 PM' AAL Page 1 of 2 LABORATORY BULK SAMPLE ANALYSIS REPORT CLIENT. JEAN BAPTISTE RAMET PROJECT: RAMET RESIDENCE,35 NE 91ST ST.,MIAMI SHORES Asbestos analysis of bulk materials via EPA 600/R/93/196 Method Work Order. T1509056 using Polarized Light Miscroscopy(PLM). Dash PERCENT ASBESTOS FIBERS %NON--ASB No. ANA DESCRIPTION LOCATION Sample No. CHRY AMOS CROC TREM ANTH OTHER FNON FIB FIBERS 01 A KIA WHITE PLASTER LIVING ROOM 1 NO ASBESTOS DETECTED Cellulose:1-2 Other.98-99 01 B KIA WHITE PLASTER KITCHEN 2 NO ASBESTOS DETECTED Cellulose: 1-2 Other.98-99 01 C KIA WHITE PLASTER FAMILY ROOM 3 NO ASBESTOS DETECTED Cellulose:1-2 Other.98-99 02 A KIA WHITE PLASTER FAMILY ROOM 4 NO ASBESTOS DETECTED Cellulose: 1-2 Other:98-99 02 B KIA WHITE PLASTER FAMILY ROOM CEILING 5 NO ASBESTOS DETECTED Cellulose:1-2 Other:98-99 02 C KIA WHITE PLASTER LIVING ROOM 6 NO ASBESTOS DETECTED Cellulose: 1-2 Other:98-99 03 A KIA WHITE DRYWALL FAMILY ROOM 4A NO ASBESTOS DETECTED Cellulose:5-10 Other:90-95 • •• • • • • ••• • • ••• • ••• ••• ••• Report Continued on Aext Paga • • % • •• .. .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r • r i i t R , w , 1 . I r • r i Wednesday,September 23,204 r Page 2 of 2 CLIENT: JEAN BAPTISTE RAMET PROJECT. RAMET RESIDENCE,35 NE 91ST ST.,MIAMI SHORES LABORATORY BULK SAMPLE ANALYSIS REPORT CONTINUED Work Order: T1509056 Dash PERCENT ASBESTOS FIBERS %NON-ASB No. ANA DESCRIPTION LOCATION Sa►sple No. CHRY AMOS CROC TREM ANTH OTHER I NON FIB FIBERS 03 B KIA WHITE DRYWALL FAMILY ROOM CEILING 5A NO ASBESTOS DETECTED Cellulose:5-10 Other:90-95 03 C KIA WHITE DRYWALL LIVING ROOM 6A NO ASBESTOS DETECTED Cellulose:5-10 Other:90-95 Ole Quality Control Officer • . • • • Analytical results pertain only to the sample(s)analyzed. All Samples analyzed were acciptablq for wnysis. 0 ABBREVIATIONS: ANA=Analyst;ASB=Asbestos;CHRY=Chrysotile;AMOS=Amosite;CROC'= l! Crbcidolit •iERO=Term/Act;A4?H=Anthophylite; ACT=Actinolite;AL=Aluminum;BLK=Black;BACK=Backing;BL=Blue;BRN=Brown;C=Cellulose;CALC=Calcareous;CPT=Carpet;CTL=Ceiling Tile; CEM=Cement;COV=Cover,DEB=Debris;FG=Fiberglass;FIB=Fibrous;L4"=•Mastic;UAj=f4ajeryal;MIC=Micaceous;MW=Mineral Wool;ORG=Orange; PAI=Paint;PAP=Paper;PL=Plaster,PLAS=Plastic;PWDR=Powder RCFc Rlactoo,r C9r3mic�ibe=;RUli=Rubber;SIL=Silver;SR=Sheet Rock;S=Synthetic; SUB=Substance;TEXT=Textured;TR=Trace;TRAN=Transite;TREM=T•rE•3noli �VE�M lemyculit�;nC=Vinyl;W=Wollastonite;WH=White;YEL=Yellow. • • 0 0 060 0 • EEbGEnvironmental Services,LLC 5751 5751 Miami Lakes Drive Miami Lakes,Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: SEd,u.. 13A r-7/576 A4—d- 7 PROJECT: 17.4 AIC I A e-5 Cc 57 CLIENT CONTACT: 3&A-v r3-f n7417 4.1 z-e PROJECT NUMBER: /5'-,4 7 S- : DATE COLLECTED: `t-.�/-/5" PHASE/TASK: I it/ DATE SENT: `1- 2/-i S" DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y N (circle one) DATE WRITTEN NEEDED: 'rs A SAMPLE PREFIX •••••• SAMPLE NUMBER COLOR SAMPLE DESCRIPTION ..4WjLE 1-94ATION •• • 0000•• 1. / to�; �e" i'�.r S «� •••v.•i • •0• goose: 2. z • /lj•7GI1Gi��i• • • 3. • • ---•• 4. �l' t'1�1 7C-R .�wS .. .. .. ...•.• .7-.Ts • i 6 {� • •Cry �.lG afr. • • • • 7. so 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAMEISIGNAATTUcR_E PURPOSE C M A c- n C T A 'M tBoiledtioni T=tran%Fart'ation A=Anal 1 SEP ; _J i DA®E MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.gov/economy E.S.Windows,LLC 10653 N.E. Quaybridge Ct. Miami,FL 33138 SCOPE: - This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this - acceptance, if it is determined by Miami-Dade County Product Control Section 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"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT: Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors (LM1)",sheets 1,2,2.1,2.2 through 6&6.1 of 7,prepared by AI-Farooq Corporation,dated 06-10-04 and lam••;• revised on AUG 27,2015,signed and sealed by Javad Ahmad,F.E.,bearing the Miami-Dade County Froduet •••• Control Revision stamp with the Notice of Acceptance number and expiration date by the Mian;l�a¢g County•:• •. Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact "•• :•�' Limitations: •••• • ••••• 1. Lower Design Pressures(DP) of Doors, sidelites,hardware, glass and threshold(sill) options. Leontrol •• •""' 2. See sheets for doors,2.1 for single sidelite and sheet 2.2 for doors with sidelites options with"Atsted frame area. •• 3. The Water Rating+DP with STD sill=+70 PSF(X&XX)and Hi-Rise sill=+90 PSF(XX);nd7+100 PSFP9. ..•„ 4. The frame are of alternate size must not exceed 97.58 ft',nor panel tested area and max. Panel hcilljrt. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, C3ol�rr4Aiia, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and -shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0722.13 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 15-0611.10 MIAMMADECOUN Y Expiration Date: September 16,2019 Approval Date: September 03,2015 v��` Page 1 J E.S.Windows.LLC . "NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file referenced below) 2. Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(1,W)", sheets 1, 2,2.1, 2.2 through 6 &6.1 of 7,prepared by AI-Farooq Corporation,dated 06-10-04 and last revised on AUG 27, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#14-0722.13/#12-0308.40/#09-1217.03) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94(see sheet 2) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note: This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947& FTL-3955 per TAS 201, 202&202-94,dated 02/04/04,both signed and sealed by Edmundo J. Largaespada,P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed &sealed by Carlos S. Roinda,P. E. (Submitted under file#09-0825.04). . C. CALCULATIONS •••• 1. Anchor verification calculations and structural analysis complying with FBCr2AlA(5t' :••• • Edition),prepared by Al Farooq Corporation, dated 06/01/15 signed and seated;y-Javad Ahmad,P.E. • 2. Glazing complies w/ASTMS-1300-02,-04&-09 D. QUALITY ASSURANCE •• ..... 1. Miami Dade Department of Regulatory and Economic Resources(RER). •� .... E._ E. MATERIAL CERTIFICATIONS 0...•• 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I.DuVorjj•: DeNemours&Co.,Inc.)for the"Sentry Glass © Interlayer", expiring on 07/4/17. •' • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours & Co., Inc.) for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"' Edition)and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/29/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0308.40,expiring September 16,2019. 2. Test proposal No(s)#09-0225 dated 06/17/09, #06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 3 Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows,LLC, dtd 08/03/15, signed by Ms. Carla Garcia(MGR)and Andres Chamorro (Gen. MGR)respectively. Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0611.10 Expiration Date: September 16,2019 Approval Date: September 03,2015 E-1 145 3/8" MAX. 76" MAX. �U w OVERALL FRAME WIDTH FRAME WIDTHto w (4) ANCHORS 35 3/16" 76" MAX. } 35 3/16" - ANCHORS 73" AND MULLION ENDS AT MSTILES SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH AT MTG. STILES DOOR OPNG. WIDTH oo 6" MAX. 3" 6. 3" 3« SURFACE APPLIED g" 3" 6" 3" PIVOT HINGES H a .HEAD/SILL A C MAY BE USEFALSE D SEE SHEET 2 HEAD/SILL C FOR CAPACITY Q 1 N al CORNERS l `� CORNERS I 0 U 0w IL 71 N . T � c I a 0 ii LUSH O' 0 U o FLASH =--+I- = ---O- _ 1 FLhSH a a a .°i BOLI` -Ti - -i i - I gpl� O p II II/ I II/ I O °aha 0 N LOCK 6PTIONS Q 3 1� -11 ---- 11 0 ==i ==== +1 == -�F===== I FOR CAPSEE AT 2 L6 Z'an LOCK OPTI S k LI / 11 SEE SHEET � 11 , / _ II I • . J t7't' _•S m / FOR WACITY\ �� S / 3 POINT /� \ •• Q � ►�- •••• • W =U �O tp �/l I' I I��� ��� 11�� ::LOCK I i/� ••••• LU S \m \� ==--- -- —_—= 111 ___ ---- 2 e tal ---- II _ I �/ •••••• tt1 Of T'—_= r—— i I _ iD W \ p I( II / ---- 117/--- _ . ----=K— __= 1 �/ •••• 0 ao • ��` In 5- CL / to ti �/ / y •••••• = II II II IFS/ 1 •••• � ... IIIV/ / ������ ••• . ra0i • • --1a----- - —1J------ -----++---- J =-�.— ------ I / •• •• $ • • cn •••• y••••• 2 � ••••• a I I 11FLUSH I I m W �I I 2 C • • � • II I? BOLT / II ■ ¢ +1 1? I / e ¢ • tAi . • II II\ / II d II I Y L ••• •�••• FLUSH • . U B LT • z tJ �• l'" •••• •� • I I I I \ FLUSH I I II \ 1 / s N (j � BOLT O � >n ACTNE N, INACTIVE ACTIVE INACTIVE 0 1 o ZSJ pq 29 5/16- 28 3 16" MAX. 29 5 16" m z 28 3 16" MAX. z C, 1 o g / / / a M BUTT HINGES / a� ', U) u) HEAD D.L. OPG. D.L. OPG. D.L. OPG. U D.L. OPG. SILL 'p �0 SEE SHEET 2 pKQp!}CCREYtSEb SILL ID 'v � W M � � FOR CAPACITY 33 5/16" 36 13/16" 33 5/16" 11s eomoylnt nilb res r WA& PANEL WIDTH LEAF WIDTH ( OXXO ) PANEL WIDTH A Nl f$-b6q•/v XX ) LOCK OPTION #1 Ei`�kwh'pate5 Z° CK OPTION #2 MAX. FRAME AREA NOT TO EXCEED 37.58 SQ. FT. PER FBC 2014 101 Ise"' •`�"A"''^�'' o m TMP�AL ELEVATIONS pAdf W.Cwt 00 G o TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF ° moo AND EXPOSED ON ACTIVE LEAF a ~ SEE DETAIL G ON SHEET 5. L) WWW g SERIES-3000 ALUM OUTSWING FRENCH DOOR N a ¢ a � Zi a a Zi APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125" SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375")/2 INSTRUCTIONS: DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" o I USE CHARTS AS FOLLOWS. SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875" H N in m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •5 o a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY W v x F. HURRICANE ZONE (HVHZ). STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. I STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES Engr. JAVAD AHMAD o n o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEE SHEET 2. CIVIL i N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE LOWER VALUES FROM GLASS, HINGES, LOCI: AND FIA. 70592 0 $ FRAME SILL OPTIONS USED. .AA 38 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE „ o NOT PART OF THIS APPROVAL. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE LOWEST VALUE RESULTING FROM STEPS 2, 3 WQq--Ij . COME INT'0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 5 AND 4 SHALL APPLY TO ENTIRE SYSTEMAU 2015 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 7 - FRAMCAI - C 'X' DOORS _ � w DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) / GLASS TYPES HINGES LOCKS O j J / K A, B & D C & E F OPTION 1 OPTION 2 OPTION 1 OPTION 2 / FRAME HEIGHT FRAME WIDTH a tE 0 INCHES INCHES. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-} EXT. (+) INT. (-) EXT. (+) INT. a /�/� 95-3/4 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 a! 0 v J 39-5/8 - -�\ 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 170.0 80.0 100.0 1200. a W� o \ NOTE: V ° LOWEST VALUE SELECTED FROM OPTION WILL APPLY. eow 0 LOCK OPTION 1 & 2 p dI FRAME WIDTH Qw C'XX' DOORS LL Z�} " 0 DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) ••••• ', Z u ••••.. / \ GLASS TYPES HINGES LOCKS .••�• Q �� �' / \ 'A', 'B' & 'D' 'Co & 'E' 'F' OPTION '1' OPTION '2' OPTION '1' OPTION '2' •••:• •••"' J FRAME HEIGHT FRAME WIDTH _ • • •.•• °a ••.... INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) . ••• • in . • ' .••. _ �i ':�i 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 9p.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 `� ' I� ••••• 95-3/4 - - •...• � ..• . oo / 76 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 .••••• g •• � ••••• \ / ....• \ / in HINGES: LOCKING HARDWARE: WATER INFILTRATION LIMITATIONS: • • w ..... " ••... D \ / OPTION lit: ACTIVE LEA F• WHERE WATER INFILTRATION RESISTANCE IS REQUIRED : .'• CZ U • ACTKLIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS •• z d • ••••� THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' OPTION lI1: STD. SILL - +70.0 PSF (X & XX DOORS) g• ot:• LOCK OPTION 1 & 2 (3) HINGES PER LEAF AT i 1' FROM TOP & BOTTOM HI-RISE SILL = +90.0 PSF XX DOORS) �' I.- N _ AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' ( s (n v)FASTENED TO DOOR FRAME AND LEAF WITH AT 45" FROM BOTTOM, KEY OPERATED ON +100.0 PSF (X DOORS) o it _ #10 X 1" FH SMS EXTERIOR AND THUMB TURN ON INTERIOR O 0) (6) SCREWS AT FRAME, (5) SCREWS AT LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS Z 3 -jtD OPTION LEVER TYPE METALLIC HANDLE AT 37" FROM 2.000 BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE 1.500 FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH (2). #8-32 X 1-3/4" PH MS. LO Q COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL N W M 3 ` BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' STD. SILL HI-RISE SILL (2) HINGES PER LEAF AT 12' FROM TOP & BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE FASTENED TO DOOR FRAME AND LEAF WITH FACE, LOCATED AT 12' FROM TOP AND BOTTOM 5/16-24 X 1" FH MS (2) PER WING FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT " W s x D.L. OPENINGS: OPTION #2: 0 '�' a 0 " j '' AT 39 D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. 80T. RAIL) 3 POINT LOCK SYSTEM BY INTERLOCKc v N a 0 U w FROM BOTTOM m ,., o a D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS PROD[K C REWSEV m " a a D.L.O. WIDTH = LEAF WIDTH - 8.625" ENGAGING AT HEAD AND SILL a i�•The Fln" o KEY OPERATED ON EXTERIOR AND THUMB TURN ON Ps�adiMiC.oda N WIDTHS: FAS EINTERIcnpftate NED TO ACTIVE LEAF LOCK STILE WITH OR A Dille -a`!,• a Z a a FRAME WIDTH LEAF WIDTH DAYLITE OPG. (2) #8-32 X 2" OH MS I at... ���� CJ;A y O N h 12 31-1/2' 28-11/16' 20-1/16" h6my reset Oeltl+pl p v N v 6 is 37-1/2` 34-1i/16" 26-1/16" INACTIVE LEAP' (FOR USE WITH OPTIONS 1 & 2) .� � 0 0 0 0 39-5/8 "36 -13/16" 28-3/16" NOTE: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 0 DOOR WIDTH AND HEIGHT MUST MANUALLY OPERATED LEVERS MOUNTED ON 59-3/4" 28-11/16' 20-1/16 INSIDE FACE OF LEAF STILE LOCATED AT COMPLY WITH EGRESS REQUIREMENTS t2" FROM TOP AND BOTTOM 71-3/4' 34-11/16' 26-1/i 6' PER FBC WHERE REQUIRED. FASTENED TO LOCK STILE WITHof Engr: JAVAD AHl,SAD o 0 76" 36-13/16' 28-3/16" #8 X 3/4' FH SMS (2) PER BOLT CM q <2 FLA. PE 70592 0 _ CAN. 3NO c a y J HEIGHTS: OAYUTE OPG. STANDARD HI-PRORLE NOTE: FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL GLASS CAPACITIES ON THIS SHEET ARE drawing no. 82-1/2' 80" 71-13/16" 68-1/16" BASED ON ASTM E1300-09 (3 SEC. GUSTS) 95-3/4" 93-1/4" 1 85-1/16" 81-5/16" AND FLORIDA BUILDING COMMISSION W04-51 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 7 FRAME WIDTH, PANEL (0) OR SIDELITES • �U DESIGN LOAD CAPACITY - PSF _ W GLASS TYPES � . , . , , p FRAME HEIGHT FRAME WIDTH A, B, D c, E WATER INFILTRATION LIMITATIONS: Z FT./IN. INCHES EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+} INT. (-) 0 F E E WHERE WATER INFILTRATION RESISTANCE IS REQUIRED ` Z N } 33 70.0 80.0 90.0 90.0 90.0 90.0 LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS E" N z STD. SILL = +70.0 PSF q a. ,�� 36 70.0 80.0 87.0 87.0 87.0 87.0 ¢ IL 0 g 6/10-1/2 HI-RISE SILL = +90.0 PSF 0 0 W 39 70.0 80.0 60.3 80.3 80.3 80.3 0 +L1 U 42 70.0 74.6 74.6 74.6 74.6 -74.6 a 33 70.0 80.0 90.0 90.0 90.0 90.0 2.000 G u 1.500 9 7/0 36 70.0 80.0 87.0 87.0 87.0 87.0 C 39 70.0 80.0 80.3 80.3 80.3 80.0 Or 00 W M 8/0 33 70.0 80.0 87.6 1 90.0 90.0 STD. SILL HI-RISE SILL 0 4 Q Q vi ( 0 ) 36 70.0 80.0 87.0 87.0 87.0 87.0 - CO O QW3LLr D.L. OPENINGS: LL z = D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) _ • • J go D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE 80T. RAIL) •• Q 9 w6 � • 0000. 0000.. • D.L,O. WIDTH = PANEL WIDTH - 4.000" 0.00.. 0000. • - 0000 - • • 00 000000 - � 0000.. � • 0000. 0000. o: :... I • • • g . n 0000. 3/16" H.S. GLASS 3/16- H.S. GLASS 1/8- H.S. GLASS 1/8" H.S. GLASS C1 •• 'o '••••• .090" Interlayer .090" Interloyer .090" Interlayer .090" Interloyer • • z • • n • SentryGlos Butocite PVB Butocite PVB Butacite PVB . . 41 •••••• •••'•• By 'Kuroroy Americo, Inc.' By 'Kuraray Americo, Inc.' By 'Kuraroy Americo, Inc.' By 'Kuraroy America, Inc.' '••• • •••• 3/16" H.S. GLASS 3/16" H.S. GLASS 1/8" H.S. GLASS 5/32" H.S. GLASS CD � ; • w SILICONE SILICONE SILICONE S N N DOW CORNING 795 ui SILICONE W DOW CORNING 795 W DOW CORNING 795 - m m DOW CORNING 795 m m O Nt r j z I z 1' z Z (3 r7 Do g (n I N I N I Z_ o ` J I ` g I ` I II ` 11 3: Z vI � (7 ,i1I Irk Co ii"1q r � � C9 31 ,i'311 Ir \ 31 ii'III I r�Ci o u') / I 1 \ tr) I III \ 0 =v r cn g II 11 I :II I II !l W (f1 1 Q n In I I lu E5 Wr� � Ar II r 0 0 0 0 GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' rI»RcOosDp[1lCl PP$RW�Cft1LkbpVrfa OV N N (C IX 1/8- H.S. GLASS 1/4" H.S. GLASS Aatptaoot Moil-b�A u.) L � o kMCmb o W 090" Interloyer 090" Interlayer Eaptrwl;ie Ul�tt 45 1�� N a Q a SentryGlos SentryGlos N= lC� a > n �By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' I h,*Pp* todLc:" w 1/8" H.S. GLASS 1/8" H.S. GLASS (n O ry N h SILICONE SILICONE 0 DOW CORNING 795 ui DOW CORNING 795 9 0 0 0 0 zm zm E' � �- � _ _ I 3 I � 0 31 ,f'Ip Ire � c� ,f'1I r � o 0 u� Engr: JAVAO AHMAD to - _o CML I Ft,4 PE 70592 - 1 II N. 538 M u a NOTE: ay 0 o GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AU ' 2015 drawing no. GLASS TYPE 'E' GLASS TYPE 'F' AND FLORIDA BUILDING COMMISSION - DECLARATORY STATEMENT DCA05-DEC-219 W04-'51 GLAZING OPTIONS - sheet Q,1 of 7 OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH 3 W 'MULLION c a a C c A C a DESIGN LOAD CAPACITY - PSF DOOR TO SIDELITE TO / / / / \ Z 3 SIDELITE MULLION SIDELITE MULL REINFORCED REINFORCEDSIDELITE WIDTH FRAME HEIGHTUNREINFORCED .i� INCHES FT./IN. EXT.(+)/{NT.(-) EXT.(+)/INT.{-) EXT.(+)/INT.(-) x %i 4i %i �!� ��i / r r / // rr a a rr /i !i% 'iii !�i �r 24 80.0 80.0 90.0 w \ E \ \ Q M L) Lu 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 6/10-1/2 80.0 80.0 90.0 36 80.0 80.0 87.0 AIL-Al 1 . 39 80.0 80.0 80.3 DOOR DOOR DOOR DOOR DOOR Q IL Q G T1 42 74.6 u 74.6 74.6 FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME Q 0 o0 F WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH 24 80.0 80.0 90.0 -0 J 27 80.0 80.0 90.0 ax ( oxo ) ( xoo ) ( xox ) LL Z 30 7/0 80.0 80.0 90.0 { OOX • •• J 661% �Q ••..•• 33 80.0 80.0 90.0 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH •..•• a 661%•4= U •• 36 80.0 80.0 87.0 A C A C A C ����• _ •••••• 39 80.0 80.0 80.3 ••"• Mi i•••.• N �• •••• _ 18 78.9 80.0 90.0 / \ / \ / \ •���• • ,� ••�••� 21 74.8 80.0 90.0E F /G \ J F /G \ ' • 00 24 71.1 80.0 90.0 ~ / \ E / \ E H F/ G \ •• •• g •• � •••••• LLJ / r' / 604•27 8/0 67.9 80.0 90.0 ii • v 30 65.0 80.0 90.0 w � � � L0 U � � 33 62.4 78.9 90.0 \\ // \\ // \ / •• • •3 �'�,: w ••••� 36 160.1 76.0 87.0 \ / \ / \\ // • B o \ / a 0 \ / e D \ / Som : p °' r%) L in ao _z •_ SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE SIDELITE SIDELITE DOOR FRAME o (i D E�M2 WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH ,�� z o ( Oxx ) ( OXXO ) MOO U) ' Q w (xxo ) � OOXX 3 N w 0 UNREINFORCED REINFORCED REINFORCED DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULLION NOTE: N M FOR DOORS CAPACITY SEE SHEET 2 v '^ a 0 FOR SIDELITE CAPACITIES SEE SHEET 2.1. c 8 F $ Wrtlrftbt4eF7orfAr, PRoouc r�vss>eu FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE ° m w0 w LOWER VALUES FROM DOORS, SIDELITE OR MULLION b� � c W z o W CHART WILL APPLY TO ENTIRE SYSTEM. Fapkmm a� Kal+It `` W_ za0: Mt►m1 t4*r vAwicestrm y O_ N_ N _N 0 e•I v of is 0 •� � O O O LSIDELITE WIDTH 39 5/8" MAX. SIDELITE WIDTH SIDELITE WIDTH39 5/8" MAX. SINGLE (X) DOOR WIDTH SINGLE (X) DOOR WIDTH Engr: JAVAO NiidAD o 0 0 CML FLA. PE # 70592 0 CAN. 3538 u 0 V v° w m u 7 2015 drawing no. SIDELITE WIDTH 76" MAX. rr04-51 DOUBLE (XX) DOOR WIDTH sheet2,20f 7 TYPICAL ANCHORS SEE ELEVATIONS w EDGE DIST. TYPICAL ANCHORS FOR SPACING 1 BY - - SEE ELEVATIONS- WOOD BUCK to FOR SPACING ;,• EDGE •IST•' :. - o 5 - - a Z 3 • 0 z a °` 5 0 0 21 I v C 21 o SNAPPED@f 8 �I a G 15 22 13 IN PLACE 15 i , 34 13 C CL Q < 1 33 0 jp `J 3/4" MIN. 6 THROW BOLT PENETRATION 32 • • JL Z h.g9 J �ZMN Q J 0000•• 29 29 6 •• Q W0t{0 •• 0000• s La • 0000•• 0000• • 9900 -- • • ao 0900•• 31 31 • ••••90 0 • 909• .3 � •000• 90:99 � 009 • � •91990 OPTIONAL fRIIJ g •• fO •.•••• •0••9 • ' • v to • H • • XXv : •• � v90:0 � :0000: F _ CC) •• • Z Ltj W •99990 2 • W e W •�9� • W e W a. M a0 O D7 N cv z CF) �} M co x Q x Z- o = H P4 W W W - H W5 ILA 31 31 o N u a N O O u F K O u O m WW F 28 30 28 30 am 11 3 Wa 6 1/2" MIN. g N " o 25 THROW BOLT 32 6 o a 6 PENETRATION PRODUC C REVISED z SNAPPED �� INTO SILL �- '�t`e Fled& - � - 3Ajo IN PLACE 15 (`Jt `�1 33 �r o 22 15 I 34 34 Lbpkw mte IVu� c a� N A .; [MC O N N N r ' t N n B 21 21 I$ - d:U--, ami O 9_0 0 V) 3 . = HI-PROFILE BOM RAIL OTT - 3 34 APPLICABLE TO STATIONARY rtrt Cartrol c 14 14 AND OPERABLE UNITS ::::_•a::::.:: En9 r: JAVAD AH MAD o ° . v HI-RISE FRAME SILL CML io a o : : APPLICABLE TO STATIONARY iO \ _ FLA PE 592 O r7 v ° ` . v v AND OPERABLE UNITS CAN. 3 NPICAL ANCHORS TYPICAL ANCHORS 3/16" X 1-1/2" SEE ELEV. FOR SPACING v r 3/16' X 1--1/2" SEE ELEV. FOR SPACING WEEP SLOT WEEP SLOT 2/ SILL AT XX DOORS 1/SILL AT SIOELITES 1/ SILL AT X DOORS drawing no. EDGE DIST. EDGE DIST. G l 205 W04-51 STATIONARY UNITS OPERABLE UNITS sheet 3of '7 • EDGE DIST. TYPICAL ANCHORS 3 SEE ELEVATIONS TYPICAL ANCHORS w FOR SPACING SEE ELEVATIONS __ _ N v a FOR SPACING g _ I D 0 EDGE DIST. o METAL MIAMI-DADE COUNTY APPROVED Q 3 STRUCTURE MULLION & MULLION ANCHORS •+ , i Q SEE SEPARATE NOA �` cy I 0 3 I EDGE DIST. G0- p M v to w a w ' a o W ' N I � � rr ILL � o � _ cfa > Q °0 `" �' �' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 0 h C MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 00 p ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q w .LL G TYPICAL ANCHORS Zip - SEE ELEV. FOR SPACING ,e•, , Z ����:• TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q w0004 ` 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) • .... = , co ...... INTO 2BY WOOD BUCKS OR WOOD STRUCTURES '5 ' • I ...,. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o I •����. THRU 18Y BUCKS INTO CONC, OR MASONRY CD •••••• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) . . •••••• `� •���" DIRECTLY INTO CONC. OR MASONRY �� z ,� �'; `` ���•�� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o N O0) M a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O r`) 00 Z to INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") M z o INTO METAL STRUCTURES y O STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 22N g ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) � W M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE z N INTO CONCRETE AND MASONRY = 2-1/2" MIN. tzU INTO WOOD STRUCTURE = 1" MIN. o N e INTO METAL STRUCTURE = 3/4" MIN. o = o U , N - m w O m WOOD AT HEAD OR JAMBS SG - 0.55 MIN. 0. z CONCRETE AT HEAD, SILL OR JAMBS f'C - 3000 PSI MIN. c`� a u a N C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o a z 5 � _ SEALANTS: Wc,44LI ALL. JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. d . FROOK f REVISED Engr: JAVAD AHMAD as cowoymg whit the Flod" o t a M FLA. PEMLAJ 70592 lNo 1 - �• w \ m CA.N 538 �s�tMw Date t iP a �' d: �►� ` , �tiN v° U6_ v` u jty k tilt Cam" drawing no. G 2 7 201! W04•-51 lz . 1 sheet 4 of 7 uI d Q m 3 a d 1/4" KkX. #10 X 3/4• SMS O CONCEALED FLUSH BOLTS M U SHIM 2 O 0 6" FROM ENQS AT 10' FROM EACH ENO 11 O CONCEALED FLUSH BOLTS C W & 14" O.C. MAX. WITH LEVERS ON STILE FACE 12 AT 10" FROM EACH END IL _ 26 WITH LEVERS ON INSIDE FACE ' � 13 4 0C1 5 t3 ACTIVE LEAF IN-ACTIVE LEAF -v cy0Wm o 2 10 16 34 7 16 9 Q IL < IH O ed~ - �- 30 0 � (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS a w 3 ir � MUST BE ENGAGED DURING PERIODS (,L OF HURRICANE WARNING) J � La� w t 31 •• • 25 29 24 29 25 •...• = 0000•• • 21 21 23 22 00 ••••�• 000.0 ' 0000 • I ••0.0i 17 7 �_7 1 LOCK OPTION #1 0000• g 0.00i• M • • � ••• • � 0000•• D.L. OPG. D.L. OPG. •• ••• U • • a ••i•• •• •• z •• •000•• W 00.00 • . SIDELITE PANEL WIDTH LEAF WIDTH • • 0 U • • z - ..... OVERALL FRAME WIDTH 0••• cis ti ••••i EXTERIOR So a-�:`t "' • TYPICAL ANCHORS OPTIONAL REINFORCING O (31 rn SEE ELEV. SEE SHEET 2.2 FOR CAPACITY OXXO J °0 FOR SPACING .96" X 2" X .96" X 1/8" ¢ Z 3 J co FULL LENGTH STL. CHANNEL Q z L Ln (STEEL TO BE PAINTED OR PLATED) e± o O � CONCEALED FLUSH BOLTS ui NLO 3 POINT LOCK SYSTEM O 12 AT 10" FROM EACH END N W M WITH LEVERS ON INSIDE FACE IN—ACTIVE LEAF z 9 W M 0 x 0UI W a U p8p c: 0 o U ~ N W PR0DVC r REVW0 - m W K with the Fmd& W O W _ bddla�Cb& U a B x III .a..ateloxlei Z . . ACTIVE LEAF 25 IN-ACTIVE LEAF d•' �� 1 • �...., 22 zw ctCerh+sl I _ 8 2 LOCK OPTION a 0 Engr: JAVAD AHMAD c o CML i " FLA. PE f 70592 0 .� CAN 3538 T a drawing no. - W04-51 qAUG015 sheet 5 of 7 r TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY 1/4- MAX, d WOOD BUCK SHIM Z 3 1/4" MAX. 1/4" MAX. 0za SHIM SPACE SHIM O O 2 F cl al 2 p, 5 O O O 26 2 WOOD BU O V 13 ' ACTIVE LEAF OR a g WOO STRU RE o u • - 34 7 16 11 - _ (� 0 Iu 30 aO >m o c O IL Q O e1 r O y�fl w N a LW w L6 z Lq o 3 •l0mQJ • �' 24 Q uWZOi�.�iihi a'. 23 29 19 34 • • • g TYPICAL ANCHORS ••• • • ;• 17 7 SEE ELEV. 0000• •0000• • FOR SPACING •00i0. • 0 •.•.:. TYPICAL ANCHORS D.L. OPG. 0000•• • •• in 0....0 0000 Q •000.0 1 • En SEE ELEV. o METAL FOR SPACING1. LEAF WIDTH •••••. 0 0 • m00000 0 0 0 0• STRUCTURE O .0000• V .00 0 0000 •00000 W 39-5/e" MAX. • • • � . � ••::• FRAME WIDTH • •0 Z ��0 � •.•i• EXTERIOR LOCK OPTION 1 OR 2 0..• Of • X ) OPTION 1 SHOWN o (n. � •0000 34 22 0 "t r+1 a OPTIONAL TRIM M pq CD Z 3 --i to CD Z LL- N M O N � W Ln Q J Vl W In ~ ( 0-0 ) OPTIONAL REINFORCING SIDELITE TO SiDELITE SEE SHEET 2.2 FOR CAPACITY � v 96" X 2" X .96" X 1/8" 27 x 'm` FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) 2 © c ~ N uj 4 ° �n' WgM POW r RBV C 5 d g E ACTIVE LEAF �R�4i`4t�`tF�94w a C o Ix a Ix A +c��do_�S�o�11wI.D z a r h k~jy Yri ui�C If,% O0 N NN pq cm O O O O I, I „ •0) CLL En9r; JAVAD AHMAD _p N _o 19 34 21 CML � e 8 FLA. PE # 70592 C.A.N. 3538 o n r O p X—O ) v° n v u LOCK OPTION 1 OR 2 drawing no. OPTION 1 SHOWN W04-51 AUG 2015 sheet 5.lof 7 ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V � W 1 ES3001-1 1 FRAME HEAD 6063-T6 - to 2 ES3001-2 2 DOOR FRAME JAMB 6063-T6 - I 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-T5 - Z rn j 3A ES3025 1 FRAME SILL (HI-RISE) 6063-T5 1 - 0 �4 4 ES3003-1 AS READ. SIDELITE ADAPTER 6063-T6 5 ES3004 AS READ. SHEAR PLATE ® ANCHOR LOCATIONS 6063-T6 3" LONG Q; (L o 0 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - d M v 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - 0: O 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - O V B ES3007-1 i/ LEAF DOOR LEAF - LOCK SIDE 6063-T6 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - C y & L>d M g 10 ES3008-1 AS READ. SIDELITE STILE 6063-T5 - 0 h cl ,111 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 1I) a I O 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES a w 3 L 13 ES3011 AS READ, JAMB TRIM 6063-T5 OPTIONAL �' ?ar � ` 14 ES3012 i SILL COVER 6063-T6 - Q a : 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-T5 - • • • ....�• 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - • .00.00 •o 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 200•:0 � ""• • 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 *Ogg u; .••.; 19 - - DOOR LOCK (SAVANNAH 201SL) - YALE '••• $ •��" M io •••• 20 - -- DEAD BOLT LOCK (PREMIER) - YALE i•� _ ••� ' • 21 W22321 NG AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAB • �z " M ••••. • 22 ES3020 AS REQD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS : ' • • U 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4"•LONG• z �' ' LE •�•�• 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8- THK. X 7-7/8" MING • N •� •••� 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - o 37 v: 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS � 0 "t M � p M o0 27 - AS REQD. MULLION REINFORCING CHANNEL A36 STEEL - Z_ CD 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - o Z �n 29 ES4019 AS REQD. PANEL SILICONE STOP NEOPRENE - N o m `..' 30 - AS REQD. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. Lv M 31 ES4013 AS REQD. WEDGE GASKET EPDM OUROMETER 73±3 SHORE A `" 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X i" FH SMS 34 Q/LON AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL z o �im � U Y O C O {A ^O U U N K m FO K 7O V a 3 W a y U Q P1tODW f RIEWSEV bddi�s me Pforld6 Z D of vj O N V1 Yf L \ - 0 N N N !Ib r► aNtN v c L. c> x _ a 0 Engr: JAVAO AHMAD o 0 _o CML j FLA PE # 70592 'o ,� ' C.A.N. 3538 O is a'' v° v_ u drawing no. G 01�i W04-51 sheet 6 of 7 4.000 2.125 3 1.779 .361 w 0.375 0 .225 .688 + � 1.5001-ful .105 Z ti j 2.250 Q 0.312 I ui 078I 3t WEDGE GASKET (SCALE 1:t) + 688 0 0 0 k-2 .016 L2.125 a U FRAME HEAD/JAMB 3.350 lz G C a a Lr1.608 .078 i ® � v o .0601 .365 2.000 (a I I o'no: > $ .388 Fes-2.674-�{� I Q 03 a 1.500 I Q N O N 5/16" DIA. I + Q m to o 15 WEATHERSTRIP ADAPTER SHEAR PLATE STEEL PIN O+ J 31 z •r +O 3.375 Q ��•I� 1.750 1.000� I - • � 00.00 0000• � • ' 000060•• •0.06• 6 to Q+ • .800 .045 *000 • - 078 •6.6 p M 0000 4.000 852 I •6.66• p • 3.500 2.000 U ••'6•• _ ..0• v 60 0 0000• 000606 w 0 � • 13 JAMB TRIM (OPTIONAL) Ll ' 913 • z I '.•' : N 0 �0o 06.0 �.Sso 1'112 17 3 PIECE HINGE '4V Qs TOP/BOTTOM RAIL ^� .960 tom- = p � rri 00 00 I 1.531 al Z 3 -jS � Z LL- .250- o 2.674 .125-1- 2.000 (q 02 LO Fx W Q 078�� I!A J .395 16 PANEL CLAMP �Y N ~ 750 2.000 MULLION 3.350 .913 27 REINF. CHANNEL W m W 2.163 PRODUC!RtVISp,�I o W 590{�- 1.145 I .490 .078 d�wMilMlpl°rl� co: c°� � N i SIDELITE ADAPTER 1.750 •621 ��� ° m W o W 913 Aw 0�11•10 c z 1.145 1.500 w amid o a- o 094 563 -IQ '►�. - rc z D z .0621 475 .078 I .927 10 SIDE LITE STILE Fes---4.000 o N N Q to r\ 2 a N N N Q FRAME SILL (STD.) :y 0 0 0 0 1a SILL COVER 7.250 c a z _ 4.625 7.750 - 1.954 4.000-----�{ .094 913 .062 a 1.145 Engr:;JAVAD AHMAD o o .490- CML 1.984 .5901.750 RA. PE 38 o n CAN. 3538 • � �, 1.750 .590 2.0100 S 000 .563 .094-14. 078 �3 drawing no. .913 I 11.750 4.000 �I l 'l 205 W04--51 HINGE STILE 0 LOCK STILE/KEEPER STILE 9 HI-PROFILE BOTTOM RAIL 3A FRAME SILL (HI-RISE) Ksheet6jof 7 26 26 � W. LOW 0 W 0 0 -a M U a � tt- 16 OU a 0'0 W M o OaaaI 0 �00a W o � Q W31i N SIDELITE ADAPTER TOP CORNER 25 LL i to E FRAME TOP CORNER 25 •� M a s Q6U • _ . co ...... o: co 01,00 O • C) (o •...• •• Ogg O ••• • n • • •• .• LU • • • • • • Z •• W • • CD 0 0) Ln � 0to Q Z 3i J M", g U) M � N Q .J N LL, trig M- STATIONARY PANEL OR DOOR LEAF CORNER SIDELITE CORNER W r M W 0 (n li 2 co F ° U o U N W 26 m wow 26 Qu)) s z Dim PRODUCirREvinD / 0 wkh the Pbd& y o N 0 0 bwdftcubt�NO I IC-001•� 0 N N N ate N O O B O / MAP lhodtret C'fMterl Engr: JAVAD MMAO e o CMLa FLA. PE � 70592 to n _ CAN. 3538 c T a drawing no. W04-51 FRAME BOTTOM CORNER SIDELITE ADAPTER BOTTOM CORNER sheet -7-; 7 a MIAMI-DADE MIAMI-DADE COUNTY QWAM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidnde.eov/economy ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section 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 Section (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 juri;diction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Plddner Contl9t•• Section that this product or material fails to meet the requirements of the applicable-Wilding code. . .• This product is approved as described herein, and has been designed to compl3r Vth•the F9nda 13uildin9.:. Code,including the High Velocity Hurricane Zone. ••�• DESCRIPTION: Series 115000" Outswing Aluminum Casement Window—L'X.I.• ;••••• APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum "Wrong Caseyngnt Wdwe•. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08,with revision E dated 05/005repared by*Al-Far66q•;• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade Eopty �rocfuct Control'. ' Revision stamp with the Notice of Acceptance number and expiration date b� the MianW-fttle CoVty000 • Product Control Section. ••• : . ... :..••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., model/series, 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 J no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may.be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0129.05 MIAMI•DADE COUNTY A ) Expiration Date: April 03,2018 Approval Date: May 14,2015 Page 1 ES Windows,LLC -- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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 6) Forced Entry Test, Type`B"Window, Grade 1.0,per f-B0241 I 3.2.1,TAS 202-94 and per ASTM F 588-67•' : . . •• along with marked-up drawings and installation diagram t�'f`Series 5Vdd*outswixg•:. aluminum casement window, prepared by Fenestration Testing Taborator�, Inc., ; 00 Reports No. FTL-6294 and FTL-6295, dated 02/25/11 add.03116/1 j•M;pectivily�� both signed and sealed y Marlin D. Benson,P.E. 09:60: ..... (Submitted under NOA No. 11-0419.01) " " •• •••••• 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-904 ; 0 '• ��•�; 2)Uniform Static Air Pressure Test,Loadinj per.FBC`�Ag202-94 3)Water Resistance Test,per FBC,TAS 202x94 ;•; • 4) Large Missile Impact Test per FBC,TAS 201-94 • 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type`B" Window, Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-04 along with marked—up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S.Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'' Edition (2014), dated 10/27/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. - 2. Glazing complies with ASTM E1300-09 Manu P ez, E. Product Control xami er NOA No. 1 .05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. - 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTIWx= issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 atUPS16/11,respectively;':' both signed and sealed by Marlin D. Brinson,P.E. *06:60 ....% (Submitted under NOANo. 11-0419.01) 000000 • • • ... ...... 3. Laboratory compliance letter for Test Report No. FTL-5336,�Sa jpjd by atratior • Testing Laboratory,Inc. dated 11/16/07 signed and sealed by-Cm-los S.�Lon a, P. ,*.:.".• (Submitted under NOA No. 08-0204.05) ••0••0 '•: ...... G. OTHERS 0000•' 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows;L7,C, for their Seiies-•; "S-5000" Outswing Aluminum Casement Window-L.M.I., approved oiPI T/Q8/12 and expiring on 04/03/18. Manuelre P.E. Product Contro Exa finer - NOA No. In- 129.05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-2 9" A SURFACE APPLIEDA 3„ o FALSE MUNTINS N s 4 OPTIONAL 4 00 0 ti 3 zJz • / I I / \ h+ W Q � N 55 ✓ o O / 5 I5 5 0 d v r1% _ / 11 E .} W N Co z \\ z \ I �' � ao 3L—n \ II // In Z to ,'� t9 pia " 4 II \ 9 iI \\ U // •� .. �..... n \ 4 Go •••••• • •- in • -3 • in o -CAM LOCKS MULTI POINT LOCK •••• ` (2) LOCKING POINTS .•••• • :**so:••••: ALL SIZES LOCKING POINTS •'�" ••• • i ' • 30• N a-1 1 SEE CHART 30 5/8" 30 5/8' a zz•• w • ••�••• NO. OF D.L. PG D.L. PG �'�"• ••• • ***Go•••• D.L. OPG U ••U••• V h•6 •••••• M WOW. HEIGHT KEEPERS JJ [z 35 1/4' UPTO AT SASH 35 7/8" 35 7/8" "� • J LFJ �` •• ...•.. VENT WIDTH • • • . • •••••• 26' 2 VENT WIDTH VENT WIDTH z • 40' 3 : .•• vii • 37. 74• 52' 4 � :....: WINDOW WIDTH •• • S •p �•� • • 76' 5 WINDOW WIDTH o 5— • M Z3 _7 SINGLE (X) a 3 z u- -DOUBLE(XX) . $ —"'TYPICAL ELEVATIONS g w M WI SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER m CHARTS SHOWN ON SHEET 2. o z o v o r wo o u N N w 06 APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE 411, o o w a v W COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 w y a � a < a FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. q m ^ a N c ago � .- � au o 0 of N N N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY > HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. o 0 Engr. JAVAD AHM ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCT REVISED a .� S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA. PE j 70592 as complying with the Florida t i CAN. X38 Building Code C • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE } Acceptance Ipso 15-023 $is i W n NOT PART OF THIS APPROVAL. ! Expiration Dato ` A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Tay ( o Miami ade Product drawing no. COME I INTO INCLUDING C NTACT WITH OTHER MD DISSIMILAR TMATERIALSL SHALL ME LATHE �5 111108-08 _ REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 10 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES 0 WITH. CAM LOCKS WINDOWS WITH MULTI POINT LOCK WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCK __GLASS TYPES GLASS TYPR-- ti-QIASS TYPES GLASS TYPES 'GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES o WINDOW DIMS. A. B, C. D. E, F 'A' 'B' 'C', 'D', 'E', 'F' WINDOW DIMS. A, B, C. D, E, F A' 8' 'C', 'D', 'E', 'F' Z 3 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXr.(+) 1NT.(-) EXT.(+) 1NT.(-) Q � z 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 �. N a 26-1/2" 26' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8" 26" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 p, a � 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 OJ 0 U 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84" 85.0 85.0 85.0 85.0 90.0 90.0 9D.0 90.0 d 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 155.0 85.0 90.0 9D.0 9D.0 90.0 it a L j 26-1/2` 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 G 38-3/B" 38-3/8" h 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 -90.0 90.0 p rl 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.085.0 85.0 85.0 90.0 90.0 90.0 90.0 0 IL 4 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 O n D 26-1/2` 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8' 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 tY 50-5/8' S0-5/8" Q 3 0 37' 85.0 85.0 85.0 85.0 80.0 90.0 90.0 90.0 74' 85.0 85.0 85.0 55.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 1Z_ M 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 J As 26-1/2' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8' 63' 78.9 78.9 78.9 78.9 78.9 78.9 78.9 78.9 Q3. r 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74" 67.7 67.7 67.7 67.7 67.7 67.7 67.7 67.7 42' - - - - - - 90.0 90.0 84' - - - - - - 60.8 60.8 00 0000•• - 90.0 90.0 37' - - - - - - 63.9 63.9 • • � Ln • 26-1/2' 74-1/4' - - - - - - 90.0 90.0 _ 53-1/e' 74-1/4" - - - - - - 47.2 47.2 0000• v :••• co i• ••••i• 37' - - - - - - 90.0 90.0 74' - - - - - - 40.1 40.1 *90004 p • `) 3 4o • • 0000 • • -- 9010 90.0 37' - - - - -- - 59.5 59.5 940064 i•••i• n • • 26-1/2' 76" - - - - - - 90.0 90.0 53-1/8 76" - - - - - - 43.9 43.9 •000 •• • ••:••• 36" - - - - - - 85.4 85.4 74' - - - - - - 37.2 37.2 0000• • • ,� 0000• 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 •• •• J •• lz •••• • 0000• • 28 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 0 32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 • • 3 �Ml •••••• 36' �• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72" 48' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 ••••• O �•� :•••• 40' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 80' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 C> 0•0 ': 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 3 1 1O 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 Z 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 o U} N .moi 32 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 M :T- _j54' 36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72' 54" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 W. 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 88.0 88.0 88.0 88.0 N 32' 60" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64' 79.3 79.3 79.3 79.3 79.3 79.3 79.3 79.3 0 < u 36" 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72' 60" 72.8 72.8 72.8 72.8 72.8 72.8 72.8 72.8 p 40' - - - - - - 90.0 90.0 80" - - - - - - 68.0 68.0 42' - - - - - - - - - - - - J c W 90.0 90.0 84' 66.2 66.2 y w o a a 24" 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 48' 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 w L Zi c> a 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 32' 66" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64' 58.3 58.3 58.3 58.3 58.3 58.3 58.3 5B.3 36' - - - - - - 90.0 90.0 72' 66' - - - - - - 53.2 53.2 NOTE: 0 0 0; .o W - - - - - - 90.0 90.0 80" - - - - - - 49.4 49.4 GLASS CAPACITIES ON THIS SHEET ARE o o N N N o BASED ON ASTM E1300-09 3 SEC. GUSTS > 4 g 24' - - - - - - 90.0 90.0 48' - - - - - - 56.6 56'5 AND FLORIDA BUILDING COMMISSION } > c m ° o W 28' 72" - - -- - - - 90.0 90.0 56' - - - - - - 49.5 49.5 DECLARATORY STATEMENT DCA05-DEC-219 32' - - - - - - 90.0 90.0 64' 72' - - - - - - 44.2 44.2 o 1 36 - - - - - - 90.0 90.0 72' - - - - - - 40.2 40.2 En9r. JAVAD AHMAD PRODUC"f REVISED N 1 e 24' - - - - - - 90.0 90.0 45' - - - - - - 48.1 48.1 CML P ODU(-r with the Fbrlde N a 28" - - - - - - 90.0 90.0 56' - - - - - - 41.6 41.8 Fl C N 538 92 Duilding Code \ 32" 76" - - - - - - 90.0 90.D 64' 76" - - - - - - 37.2 37.2 •�� Acceptance No Expiration Date 18 o u v 36' - - - - - - 85.4 85.4 72' - - - - - - 33.8 33.8 v a DY Miami Product control drawing no. 2015 W08-08 sheet 2 of 10 A 0 1/8" -HEAT STREN'D GLASS 1/8" HEAT STREN-D GLASSOD . .090 INTERLAYER .090' INTERLAYER Z � z BUTACITE PVB 8Y `DUPONT' SENTRYGLAS BY 'DUPONT' n J FW a 1 /8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS Q d SILICONE SILICONE SILICONE W u w DOW CORNING 795/983 DOW CORNING 795/983 C w DOW CORNING 795 0. m Z m m Q W Z z Q g 11 11 11 i i Q0 o IDA ,i o 10 Ln 0 10C '! �! 4AT Q' 0 w o ii �� ii CLD 'i 'iX 26 26 ! ! OJaM /4 POINTS ON LITESR THAN 36" GLASS TYPE `A' GLASS TYPE 'B' ALT. GLAZING OPTION SETTING BLOCKS AT LAM. GLASS •� — °,R ••+• THESE GLAZING STOP CAN BE USED WITH NOTCH GLAZING BEAD LEG v ;,,,;, in '• TO CLEAR BLOCKS •••�• + •••+++ GLASS TYPES 'A', 'B', `C' & `D'. �•�•• 3 + � •....• .+.+., +„• , O Gov w M) • • "fs0000 5/32" HEAT STREN'D GLASS 5/32' HEAT STREN'D GLASS • � (� • • OR OR J , 5/32" TEMP. GLASS 5/32' TEMP. GLASS :":• J ', 1/4" AIR SPACE 1/4' AIR SPACE �•••• S �. :��••: 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS 1/8" HEAT STREN'D, GLASS 1/8" HEAT STREN'D. GLASS �, r; � .090 INTERLAYER .090" INTERLAYER .090 INTERLAYER .090" INTERLAYER z BUTACRE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' BUTACITE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONT' _ O 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS g N Lo Q SILICONE SILICONE SILICONE SILICONE v) hl r7 ~ DOW CORNING 795/983Lu DOW CORNING 795/983 DOW CORNING 795/983 DOW CORNING 795/983 z z z m z Co o � o IDA i. 10A r !: 10B !! :1 !i c� ii 10Er B •i ii I' �: I C N N ! �I i! Lo r i 4 , i ° o + + 26 = cc 26 26 26 I z a n _ Ix + + D_' + + + + + + y 0 0 O 5A W P1 AT 1/4 POINTS ALL SIZES c a� o c of GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE `E' GLASS TYPE 'F' SETTING BLOCKS AT INSUL. LAM. GLASS 2g o NOTCH GLAZING BEAD LEG c m v o TO CLEAR BLOCKS GLAZING OPTIONS Enyr. JAVAD AHMAD M o 0 CML PRODUCT REVISED NOTE: F CAPE /57`0592 as complying with the Florida • TO QUALIFY FOR SMALL MISSILE IMPACT RATING 3 RuilduigCode o Acceptmce NoI5'01-24 05 0 ,� EXTERIOR PLY OF GLASS TYPES E & F' MUST BE TEMPERED. i Ex iralionU "'ate j$ ` $ ?�f� ay- drawing no. Miami ode Product p W08-08 sheet 3 of 10 I 3 I TYPICAL ANCHORS TYPICAL ANCHORS �V i SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING00 1BY o WOOD BUCK CC EDGE DIST. Z 3 tg•� d e v 11/1 a a a EDGE IST. STRUCTURE MIAMI-DADE COUNTY APPROVED v a 0 '4 J e 4 78 a a . e - Q 4..:a a n 4• MULLION & MULLION ANCHORS EDGE g F' W EDGE SEE SEPARATE NOA DIST. I v Q a :. DIST. 0 J o No 0 u CL 14 q LC I 1 ao M 17 \ � 0 L < O12 M \ 0 R1 fY WN Lu+ Q L3 LL iA TYPICAL ANCHORS T - M J II I SEE ELEV. FOR SPACING Q 2 f !L 12 30 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS i I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i i I 'n 00*00* I •• 3 • rp 0000:• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 00 �' • • 0 • 0000•6 i•. • � • !! ! 1/4" DIA. ULTRACON •0000 „ By 'ELCO' (Fu-177 KSI, Fy=155 KSI) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0000 v�v�� (� :**••: —1/2" MIN. PENETRATION INTO WOOD •0000 tr•• LC 00:00• V) W � a o I THRU 1BY BUCKS INTO CONC. OR MASONRY 00 so " ••� 0.00. 3 i J w !� ! I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY S ,� g o DIRECTLY INTO CONC. OR MASONRY � � � �•••• 3 I 1 " • • •3 J •0000• I; Q 1-1/4 MIN. EMBED INTO CONC. OR MASONRY •• 4• o • d #14 SMS OR SELF DRILLINGSCREWS (GRADE 2 CRS) o N Lo !I !I La INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") N w F I' r � INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 30 TYPICAL EDGE DISTANCE N o C S Vl 2 5 1 19 TRUTH 19A INTERLOCK INTO CONCRETE AND MASONRY = 1-1/2" MIN. 2 ~ Fj w o .: !` 15 INTO WOOD STRUCTURE = 11/16" MIN. C: I g I " a: + + INTO METAL STRUCTURE = 11/16" MIN. o o 34 zz � 21 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. O - CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. 22 1 33 33 S C-9D HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. o v m N N N . _ + 20 \ � ut N 000 � o 17 14 I 1 O I \ L La m o o .� ap ■ • s da 4 � -. O •- i Engr. JAVAD CMLAHMAO 3'ItODUCTREVISED N 1 0 ,Q,.. • ! e. o v FIA. PE 70592 a:;complying with 11te FWda o � z 4 \ I a :.� v vim. C.A.N. 3 building Code 3 ' I P • , Acceptance No .0 _ c $. •e ,.. ,.V 'I P v _ PX 'ration Date j$ $ •; u EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS By drawing no. SEE ELEV. FOR SPACING EDGE DIST. SEE ELEV. FOR SPACING �V mium PmductCo� W08_0 Q _ f 2015 U sheet 4 of�O 3/16" MAX. 4ft� W SHIM O O 461/4' M=• O 54 cc 49 45 SHIM Z o 3 - 1BY 56 0 3 16 .;WOOD BUCKS TYPICAL SANCHORS 15 51 46 I vEE ELEV. 60 59 N I Q a ,. CL FOR SPACING V _ 0 --------- SCREEN OPTr-- •v —__--__-- 0 16 1. 1/4' L W Wo ao>Q o v o QaQ < +i TYPICAL ANCHORS w 0 AODM 6 14 SEE ELEV. O N 9 13 8 EXTERIOR 52 50 4 v ?OR SPACING w 4 Q o METAL 16 STRUCTURE D.L. OPG. Q W VENT WIDTH MULTI POINT LOCK OPTION CAM LOCKS OPTION n WINDOW WIDTH v • SINGLE VENT WINDOWS •••••• I 1/4' SHIMW • •• MAX. • • �� E .. .. vivri � � .... ..... 5 3 . � I BY WOOD BUC 1/*- MAX. • o � ••�� •••••• 3 SHIMS • 3 J • - WO D STRU E 16 37 p•o •• Q ip•zrin �j • • • 15 v.• 00 o to +[) QW -------- SCREEN OPT.---- ___--____ -----_ v TYPICAL ANCHORS LO W W- 1/2- 16 SEE ELEV. FOR SPACING to . ®O .......... W W LL) En 1 1 4' N ° O La O N 0 0 6 w 0 TYPICAL ANCHORS 14 9 13 a W cc W SEE ELEV. 16 $ D.L. OPG. 7 36 EXTERIOR D.L. OPG. a v' v • FOR SPACINGz z VENT WIDTH VENT WIDTH Lr R h N Ln WINDOW WIDTH 4' o a ,; ,6 a N H ty O DUAL VENT WINDOWS > 0 co a moo w 0 Engr. JAVAD AHMAD 1 o 0 CML PRODUCT REVISED cq FLA. PE 70592 as complying with the Florida o _ C.A.N. 38 Building Code Acceptance No ' �2q.Q� o Y Lx iration Date �8 $ r By drawing no. �9ilini ade Product ro Mo rV_AY 2015 W08--08 sheet 5 of ROD �v ui TYPICAL ANCHORS TYPICAL ANCHORS t SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING z 3 EDGE METAL MIAMI--DADE COUNTY APPROVED 0 v _ DIST. STRUCTURE MULLION & MULLION ANCHORS N Z •EDGE )IS� o SEE SEPARATE NOA Q N al o EDGE 0: O N 7 eDIST. 0 M U LL _ � r LZ 53 RA :E I 53 I 53 pr O o O � V' � paQo � 0 03 ALT. Q 3 0 n LL ZM TYPICAL ANCHORS J N SEE ELEV. FOR SPACING Q � n • • 3 ,p • • L61M •••• CCJJ J w �' ••.•• o ..•.. 3 �_� ...... ..... 0 yrs •. 1/4" MAX. - W)o Q W) ...... •... SHIMS 53 In �••••� 4 :• aCD r S V) U-) v; wLO < 01 1/4" e—/YPCAL ww° iNQ N N0 .G 2O E ~ ~A.t 1,12, Eh W W �N0 Z 2ANCHORS c ALT. SEE ELEV. FOR SPACING o v N N N O 53 , = L mo ow GD ._ Engr: JAVAD AHMAD In A o CML PRODUCT REVISED iv 5 s' FLA. PE 70592 us co u ll Code with the Had& O V .• C.A.M. 538 v Acceptance No "r� q• b 2 •°�' PX iration Date A V TYPICAL ANCHORS SEE ELEV. FOR SPACING Dy drawing no. EDGE DIST. Miami adc Product Contra INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER0 2Q15 W0B-08 sheet 6 of 1 O 2.125 �� w 1.218 .514 Z ' g � Q N i 3.030 2.061 .900 �: O o .062 2.530 .080 Q '� v ,691 9U SNUBBER - - v Cd < S 1 2 3 4 FRAME Q{�: � �{ .329 -I O 1.848 .803 .050 � � Ln � tv A62 .837 }�- 1.876 .392 t0A 2.595 3 _ • u� GLAZING STOP (LAM. GLASS) ..•••• .720 •0000. • 0000. • 0000•. .135-�{ 000:0 • 0000.. .528 0000• :• . . �- 0.00 v tJ Lv 0000• .803 ,050 00.00 Z •t • •.i..� 5 6 7 8 • VENT .. •. 3 .Q ,� 0000.. 0000. = a j iri •• L1.083J 0 O Q �.t'') 040 ••••00 -4.811 �0400t 3.873 •• ¢ � . a.Lk ,$ . GLAZING STOP (1NSUL. LAM. GLASS) o •b "' 1.186 � � Q v vi t''l r+) 147 1.888 1.098 •328 062 ' �� 2.125 .062 _. .803 +c.062 .543 -7 5 -I I .500 � N � � �{ i� .250 .837 Vim- 2.063 a .950 10C 11 � J � Z � 1.i86 GLAZING STOP (LAM. GLASS) GLAZING WEDGE 53 FLUSH FRAME ADAPTER (D Z j5 36 IMPOSTcmo � � ° r -�j t.000 1.000 .720 m c o o 1.030 •338 I T � 000 � o C6 m u 0 w .125 .125 ,125 NOTCH OPTIONAL 3.000 3.000 125 2.750 1Typ Engr: JAVAD AHMAO 1 v CML PRODUCT REVISED N 1:844 2.000 FLA. PE f 70592 as cornplying with am Fw& o 188 CAN. Building Code _�' Acceptance No f -d t �,05 Expiration Date 2o18 V L--7j utw .336 Ed. ^ .794 I-�� . 3.750 BY drowing no. i�9imni P,'odud Con i X 3 1 X 3 ,g X15 W08-08 37 IMPOST STIFFENER 23 CUSTOM MULLION 23A STD. MULLION 24 MULLION CLIP sheet 7 of 10 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3 1 ES5001 1 FRAME HEAD 6063-T6 w ro00 2 ES5001 1 FRAME SILL 6063-T6 0�, 3 ES5001 1/ VENT FRAME JAMB-HINGE SIDE 8063-T6 0 - Z � / 4 ES5001 1/ VENT FRAME JAMB-LATCH SIDE 6063-T6 - 0 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 Q H I 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - O o 7 ES5002 1/ VENT VENT SIDE RAIL-HINGE SIDE 6063-T6 - O W U 8 ES5002 1/ VENT VENT SIDE RAIL-LATCH SIDE 6063-T6 - a � 9 ES5004 2/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - Q; 0 u` 10A ES1103 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T5 - V G 10B - AS READ. GLAZING BEAD (INSVL. LAM. GLASS) 6063-T5 10C ESt00B AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - O 0. Q o t 1 27-425 AS READ. GLAZING GASKET EPDM DVROMETER 60 SHORE 'A' Q r* 17A ES1010 AS REQD. GLAZING WEDGESOFT PVC DUROMETER ±65 SHORE 'A' Q M -a X 12 - AS REQD. FRAME & VENT ASSEMBLY SCREWS - x{10 X 1-1/2' PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - z ei g 8 X 1/2" PH SMS 14 j 00 E202 AS REQD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' Q W F � 15 ES5005 AS REQD. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 'A' 16 PJS40-SS AS REQD. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 17 3015S 2/ VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE u� v • • '� 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - X10 X 1/2' PH SMS • • • 0D •••••• 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2" PH SMS + • � "� • 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE •••••• w • ••••• • p •••••e • n 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - INTERLOCK +++++ � + .. .••••• - 4 OPER. OPERATOR MOUNTING SCREWS - #10-24 X 3/8' PH SMS •••• w � • • • • i► r�•• •••• y Li ••••• 20A - 8 OPER. OPERATOR MOUNTING SCREWS - �8 X 1/2' FH SMS Z •_ • ••�••• ••••• 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE ••••• (!1 ,� •••• • 21 A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK •s••• 3 W • 22 - 2/ TRACK TRACK MOUNTING SCREWS - X10 X 3/e' PH SS SMS ; ' o " ) rI P..41) A - 3/ TRACK TRACK MOUNTING SCREWS - /8 X 1/2" FH SMS • • � � � � • • • . �.�". n �••.•� 23 - AS REQb. 1x3 CUSTOM MULLION •• 6063-Tfi - o •. • o 23A - AS REQD. 1X3 STANDARD MULLION 6063-T6 o N b¢ .: I Wg 24 - AS REQD. MULLION CUP 6063-T6 i 25 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 25A - 2/ LITE SETTING BLOCK, 5/16" X 5/8" X 4" LONG EPDM AT C FROM EACH END, DUROMETER 75±5 SHORE A 26 - 8/ LITE TAPE SPACER (1/4" X 1/2") FOAM AT 6' FROM GLASS ENDS 30. - OPTIONAL 5/16' BOX SCREEN - o 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON/CELLON M&M PLASTICS m W m W L� .2 34 2 z o SKATE SKATE MOUNTING SCREWS - #6 x 1/2" PHSMS c 9 a N a 36 ES5003 1 IMPOST 6063-T6 g W Ja o L ¢ W 37 ES5010 AS RQD. IMPOST STIFFENER 6063-T6 W 45 CLO1-0500 - MULTI-POINT LOCK MECHANISMINTERLOCK 0 46 - - LOCK FASTENER PLATE 10 a 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING SEALANTS: in N 48 L01-2250-XXX - SNAP ON COVER 0 m 0 O c! n n 9 1_01-1050—xxx — SNAP ON HANDLE — ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS 0L5D - GUIDE (ACETAL) SEALED WITH CLEAR�AUMINUM COLORED SEALANT. c aNo hm0 0 N0rio� 0w 51 - KEEPER (ACETAL) - 52 - - LOCK BAR (304 ST/ST) - o 53 ES-5017 AS REQD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL Engr: JAVAD AHMAD PRODUCFREVISED r► e� c 54 1 - CIVIL 1/ VENT LOCKING HANDLE - aS Complying With the Ronde N iv SULLIVAN & ASSOC. F C. PE AN.35 592 Building Cade a _ 55 - 2/ VENT LOCKING CAM {AT 11-1/2" & 50-1/2" FROM BOTTOM) - SULUCAN & ASSOC. Building Acceptance No i' •012q.�� o 56 - 2/ LOCK LOCK MOUNTING SCREWS _ Expiration Date �6-32 x 1/2 PH MS $ � p U-6 15 57 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4" x 1/2" ALUM. BAR t, By 58 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM ?Aima de Qsud:s �orttfa. drawing no. 59 CS-200K-SS 2/ VENT KEEPERS (AT 12" & 51' FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 1Q�� W08-08 MAY 60 - 2/ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8" PH SMS AY sheet 8 of 10 W16 W 00 o Q � MINz o. s 0 a0 0 U N - I v 0rnl 0 aaQ00 / I 12 () N .0 Q 3rn zNLL C J t7� Q ry LO J II 0000.. P3 so •0000• 0000. � • � 0000.. 0000• • v • • •0000• • . *0000 ejt.t.l 000.0 16 • 0000. z .t .. .• N N 0a ;2 ••.•:• 16 / "�• g p r� 'j •• / • o oD ..•••. •••• 3 J `° a 1'. 000 0000 / FRAME CORNER •• + M 0W Lo to N W M � 2 �o w 12 O m 6 O of (d N N N SO�AA 0 0 0 9 0 C < m U D w c 12 Engr: JAVAD AHMAD ,;� � o CML PRODUCT REVISED a 1 cli FLA. PE # 70592 as complying with the Florida JIc _ CN. 536 Building Code Acceptance No 15-0129.05 w o IMPOST CORNER MAY LirationDale 1$ C 13Y drawing no. VENT CORNER Mimni edeProduct Con tro AY 2 5 W08--08 sheet 9 of 1 O MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF U t t x s 1 x s 1 x s I x 3 CLIPPED MULLIONS / \ / \ �� o WINDOW DIMS. STD. MULL CUSTOM MULL WINDOW DIMS. STD. MULL CUSTOM MULL / \ / j�� i \ c10 EXT.(+) EXT.(+) EXT.(+) EXT.(+) / \ .. / II I \ I WIDTH (W) LENGTH (L) INT.(-) INT.(-) WIDTH (W) LENGTH (L) INT.(-) INT.(-) -I F G \ Z I I � Z 26-1/2" 90.0 30.0 30" 90.0 90.0 N 37" 90.0 90.0 36" 90.0 90.0 N Q \ / f a 42" 90.0 90.0 42" 90.0 90.0 \ / \ I I / d 2 45" 58" 90.0 90.0 48" 54" 90.090.0 \ / \ i• / 0 U 48" 90.0 90.0 54" 90.0 90.0 __ 53-1/8" 90.0 90.0 60" 90.0 90.0 I_ W1 W2 I to W1 ah W1 I o ? h 62' 90.0 90.0 62' 90.0 90.0 W2 t] 26-1/2" 90.0 90.0 30' 90.0 90.0 d 0 W A 8 37' 90.0 90.0 36' 90.0 90.0 C 42" 90.0 90.0 42" 90.0 90.0 =R-=-- -__--- u0y / I I U II I / II It li 6 8" IIIIIInniIIIIIIIiI .V-'.' IIIIIIIniIImo�IIIIIIIiI a_0•_0•00•0IiIIiiIIItIiiI�0•0 ••0 "Q (7ftl•0• O45" 63" 90.0 90.0 48' 0" 9D.0 90.0 90.0 90.0 54" 90.0 90.0 � Z4 Q h M 53-1/8" 90.0 90.0 60' 90.0 90.0 62' 90.0 90.0 62' 90.0 90.0 26-1/2" 90.0 90.0 30" 90.0 90.0 37" 90.0 90.0 36' 90.0 90.0 \ 42" 62.5 90.0 42' 90.0 90.074-1/4" 66' 45" 78.6 90.0 48' 90.0 90.0 ="--s- 75.4 89.1 54" 90.0 90.0 =f•0 •••NoJt.L ••0•0••0•0 •• • 53-1/8* 71.0 89.2 53" 90.0 90.0 W7 W2 W2 W1 W2 •• " 00000 •••••• 0 0000• 26-1/2" 90.0 90.0 90.0 90.0 37" 84.2 90.0 36' 90.0 90.0 i• Lc 76" 76.4 90.0 42" 72" 90.0 90.0 ICAL ELEVATIONS 00:00•. 45' 72.6 80.0 48 83.6 SIDE BY SIDE WINDOWS C' Of ••• 0000• z ••� 0000• SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS • 9010 48' 69.7 87.4 54" 78.4 90.0 2 3/4' i/2' •• •• � 3 (A� � ••••�• 4 W1 + W2 •00 0 t� 51' 67.1 84.2 30' 90.0 90.0 WIDTH (W) = • • o • 36" 86.1 90.0 2 • m & �� 0000•• 42" 76" 76.4 90.0 • •• ¢ Z Lf �+ i••••i 48" 69.7 87.4 •� p ••a•s 'a • • 51" 1 1 67. (/�in Q .. NOTES. 1 84.2 < v� W 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION '� a " CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NDA. TYPICAL ANCHORS � 4 PER CLIP M W w EDGE DISTANCES FOR 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO SEE SHEET 4 z a ENTIRE SYSTEM. FOR DESCRIPTION " INTO CONCRETE AND MASONRY = 2" MIN. o x T U INTO WOOD STRUCTURE = 11/16" MIN. ° W INTO METAL STRUCTURE = 11/16" MIN. v = a SERIES 5000 SERIES 5000 v u iv CASEMENT WINDOW F 23 SERIES 5000 CASEMENT WINDOW O 23 SERIES 5100 CASEMENT WINDOW FIXED WINDOW .n C o o a u 0 p N a o y o o "o .j 0 m U W t " Engr: JAVAD AHMAD M o tf:jCIVIL PRODUCT REVISED 04 " + FLA. PE f4MAY 70592 M cmplying with the Florida o _ C.A.N. Building Code - Acceptance No Isxpirn(ion Date �$ v W v` EXTERIOR U4 EXTERIOR / By WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 5 i ade PrQ.Contrdrawing no. CEMENT TO CASEMENT MULLION BASEMENT TO FIXED MULLION 15 W08-08 sheet 10 of 1 0 _ l ME man, MIAMI-DADS INTIAMI-DADE COUNITY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR'AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qovleconomv ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 -- • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miatni-Dade County PER Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable brulding Wtte.0" 000000 This product is approved as described herein, and has been designed to comply.wtth:the Florida Building.' 0000.. Code, including the High Velocity Hurricane Zone. •••••• ...... DESCRIPTION:Extruded Aluminum Tube Mullion•-L.M.I. "•••' :•••• 0000 APPROVAL DOCUMENT: Drawing No.M04-04,titled"Aluminum Tube AftAkfms", sh(Wts'1•Dirougl199•• of 9, dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq Cornttt)n, signed acrd setlleie• by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revisit$ slAmp with the Notice br:' Acceptance number and expiration date by the Miami-Dade County Product CM901�;ction. • . . MISSILE NPACT RATING: Large and Small Missile Impact Resistant :••�" - . 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or I+;cAty, state, model/series, 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 irr the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#12-0308.37 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-0731.06 MIAMI UADE COUNTY ' r' { Expiration Date: September 16,201 + Approval Date: September 18,2014 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Subinitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading 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 6)Forced Entry Test,Type"D—A" fixed window, Grade 10,Level LV 1 per ASTM F 588-04, Side—Hinged Dpor $ystenr 11W AAIA... 1304-02 and per FBC 2411.3.2.1,TAS 20W4: •' along with marked—up drawings and installation diagram of MrWuws mulled togetl?df,•" prepared by Fenestration Testing Laboratory, Inc., Test RepZ�e;yo. F`IA§10, dated••; 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated'06109/03, Vlrttgned and.. sealed by Joseph Chan,P.E. ••;••; •••4, : ••••• (Submitted under NOA No. 04-0712.01) " " """ . . . . . ...... C. CALCULATIONS ""." . :0006: 1. Anchor verification calculations and structural analysis, complyig with MC-20g0,� dated 09/01/09 and updated on 07/10/14 to comply with FBC 5°t Ecrifiori (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. Manuel-r+,rez,P.E. E Product Control xaminer NOA -0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5" Edition (201.4), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. • 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc.,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 04-07'12.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for thea Series Aluminum Tube Mullions—L.M.I., approved on 05/31/12 and expiring on 09/16/14. 66.66Y • 0000•• • • •••••• • • • 00.00• • • 0000•• 0000 • 0000• 0.000•• ••• • 0000• w• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • •0060• r� Manuel Perer;''PX (--' Product Control Examiner NOA No. 1�1.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-2 LR 1' t! iiC31 Z h tI------------ --��__---_� O �- iz II IIIA I` m (DiOJI II I�I�E�... 2 N !_JIL ! iL ----J� I I(I O 0 0 l 3.000 -,c.= 1 I .I __ TYPICAL a 6 fc _ rri1 � II I11 r �j�GLAZING PRODUCT O a a I I � oaQ4 $ 1 I 1.000 Q 0 I`° 4.000TYPICAL I - 00 � g .p N WINDOW FRAME I Q 3 to N II !II II N.: o u-('s`Lj z M 5.000 II Q W .` I I J U 6.000 3.000 4.000 �' n Ef)li n n I; v ------ ----..-----.•---- --.-....-._ I TUBULAR SHAPES 0i .MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 J ALLOY = 6063-T6 I':. 'i .�:• •• - • AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED : •'• -1!� � rot "';• I IMPACT AND NON-IMPACT RESISTANT PRODUCTS. �' • .• • a- ...... !w a ...:. .••:•• W I'J m • .••.• MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS "" 0D `'` • RECTANGULAR ALUMINUM ! �-TUBE MULLIONS h I a 'o n l000e USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL •••• � n • ••�••� ` •N n •.•• NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• •• I p r`• N •.• • :e o:o: . Z f Z J c • : i c' LL • THIS PRODUCT HAS"BEEN DESIGNED AND'TESTED TO COMPLY WITH THE LLO ••••. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • . i " '_- 0 HURRICANE ZONE (HVHZ). *..e J. ••.• i <11 *—N , • ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE WW APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER �J ._._ INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. - _ 1 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT - W Ix II0I� TO BASF MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). `��a I v Ci in N!ol N!o ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS �,�, ARE NOT PART OF THIS APPROVAL. Di,,,!o ml 0.2 Ioio '-, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °-1 w aI w.w MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 0 y!o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE zi nd > REQUIREMENTS OF THE FLORIDA BLDG. CODE. ! INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. w !N oo ai ri'ri STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. — STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. Engr. JAVAD AHt.IAO PRODUCT REVISED I r o �. s STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML as complying with the Flot`ida `r' -c' APPROVAL. FLA. PE I'70592 BuildingCodc o USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C-A N. 35 8 Acceptance No .J STEP Lx�irationDate � ��'} DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ,jI l!�.(� q IN STEP I ABOVE. U //�� ]1 2014 �p/ V J Sy 'nfi, . USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS 1\?izui?I Bade 1'rE Its Eti16;e P —' drawing no. I F ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING 9 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP i ABOVE. M04-04 i heet � of g -� 1.000 --1 3 _{ 1.000 .125 .323 2.000--�j 25 f` 2.000--1 250 ; �� { __V _ I _� o 1.000 _ 2.000--1 �{ 1.000 I 125 338 125 O 0, I� .125 .. 9 !0. 125 4.000 .125 IL i g 4.000 3.000 O 3.000 .125 Q; D 6.000 6.000 I O .338 .,323JL 5.000 Q7 0 > M OC I 125 -.125 250 Q tL 0 0 I D Ix = 1.466 IN\4 IX = 2.975 IN\a � U) NI IX = .950 iN\4 Ix = 2.037 IN\4 SX = .977 IN\3 SX = 1.487 IN\3 .I SX = .634 IN\3 SX = 1.018 IN\3 Q to 3 LL ,n I 4. Zy - M 1 X 3 .1 X 4 1 X 3 1 X 4 JciQ �I STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION Q zW I u 6063-T6 6063-T6 6063-T6 6063-T6 �---••-� i • �2.000� IX 5.204 IN\4 IX = 8.276 IN\4 IX = 15.203 IN\4 -125 Sx = 2.082 I14\3 SX = 2.758 IN\3 Sx = 5.068 IN\3 i j Z1 04 0I j� 2.000-�{ 2 X 5 2 X 6 2 X 6 0:' to I 125 STD. MULLION STD. MULLIONHEAVY MULLION •� ' -1 �• jai 6063-T6 6063-T6 6063-T6 • j '!' • :• 125 .720 •••• 1.690 • • m Icy ••••i 4.000 • • : '► ep • 3.000 .125 •••••• : j-8•04tj n •�••' 156 TYP. • �' p r:M ••••. •••••• I Z 1 Z _1 W 0: • • • • • �� ZLL- ••••• ••••• O .125 2.750 3.250 • • i • • • • JO g ••••• 2.000 •• • Q .� • 1.405 E AFI'LO W : F IX = 1.467 IN\4 Ix = 2.976 IN\4 L_J SX = .978 IN\3 SX = 1.488 IN\3 } f 2 X 3 2 X 4 ► 3.750 �I I f �'WI _ W L j-- m STD. MULLION STD. MULLION 4.500 �+ o� 4 6063-T6 6063-T6 �a'" '� �;o. NOTCH =,Ni pj$ N NOTCH OPTIONAL of �15' 1/2" OPTIONAL -I o i a l�I o al3 zz 1/2- aVi,�'l o' TYP. y o ai 125 1z;� OIz;� 2.000 Ed = MIN. EDGE DIST.4" IAEd. Ed =" MIN. EDGE DIST." to 1 1/2- FOR 1 D , ANCHORS 1 2FOR 1 4DIA. ANCHORS m / / / 9 c 5/8' FOR 5/16" DIA. ANCHORS 5 8" FOR 5 16" DIA. ANCHORS o / / Ed. o cc 0N NINN,o MULLION CLIP MULLION CLIP N n 6063-T6 6063-T6 0 !�I 2.000 r Engr: JAVAD AHMAD PRODUCT REVISED CMI. as complying wilh the Florida `i I N a ' Ed. FLA PE 1 70592 Huildnig Code CA.N.:3538 Acceptance { ! S P ! Y l o pimtion Date i £1 o $ ; t UL 2 x,,•2014 -t,,, ���_4j�ta £d = MIN. EDGE DIST. r: 1/2" FOR 1/4" DIA. ANCHORSj[Dadc ProducECo»(/pof•-I drawing 5/8" FOR 5/16" DIA. ANCHORS ANGLE CLIP % _- - M04-04 6063-T5 sheet 2 of 9 DESIGN LOAD CAPACITY PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD.CAPACITY - PSE ('TUBE MULLIONS) 1 X3 1 X 4 1 X 3 1 X 4 1 X 3 1 X4 !�I CUSTOM_ CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM f I o WINDOW DIMS. --- -- WINDOW DIMS. - WNDOW DIMS. k15 3- 1 X 4 2 X 3 2 X 4 . 2 X 5. •2 X 6 2 X 6 1 X 3 1-X 4 2 X 3 2 X 4• 2 X 5 2•X 6 2 X 6 1 X 3 1 X 4. 2 X 3 21 4 2 X 5 2 X 6 2 X 6 pl WIDTH (W) MULL.SPAND. STD. . STD. STD. . STD.- STD. •HEAVY. WIDTH _(W) MULL.SPAN " STD, STD. STD. STD. STD. STD. . HEAVY WIDTH (W) MULL.SPAN STD. . STD. STD.. STD. STD. STD. HEAVY Z :0I 19-1/6" .0 150.0 150.0 150.0 150'.0 150.0 150.0 19-1/8" 74.6 140.9 115.1. 150.0 150.0 150.0 150.0 19-1/8" -37.9 27.3 55.3 96.7- 146.1 150.0 0 IO 26-1/2" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 28-1/2' 53.8 101.7 ' $3.1 148.6 150.0 150.0 150.0 26-1/2" - 27.3 - 39.9 69.8 105.5 150.0 F N I D 30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30' 47.5 89.8 73.4' 131.3 150.0 150.0 150.0 30" - 24.1 - 35.3 -61.7 93.2 150.0 �'0 0 -- - - - - -- 37" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37" 38.5 72.8 59.5 1.06.4 148.9 150.0 150.0 37" - - - - 28.6 50.0 75.5 138.8 Q W 42" 149.6 150.0 150.0 150.0 150.0 150.0. 150.0 42" 33.9 64.2 52.4 93.8 131.2 150.0 150.0 42" - - 25.2 44.1 66.5 122.3 a' 48" 38-3/8" 130.9 150.0 150.0 150.0 150.0 150.0 150.0- 48" 74-1/4" 29.7 56.1 . 45.9 82.1 114.8 150.0 150.0 48" 120" - - - 22.0 38.5 58.2 107. h 0 O V LL ---- -•...._. . _........__.. . -- - - _ 54" 116.3 150.0 150.0 150.0 150.0• 150.0 150.0 54' -26.4 49.9 40.8 72.9 102.1 135.2 150.0 54" - - - - 34.3 51.8 95.1 - - - - - ---- -- - - M Q 60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60" 23.8 44.9- 36_7 65.6 91.8 121.7 150.0 60" - - - - 30.8 46.6 85.6 Cf Q W 1+9 0 ; Ir > o I 66" 95.2 150:0 146.8 150.0 150.0 . 150.0 150.0 66" 21.6 40.8 33.4 59.7 83.5 110.6 150.0 66" - - - = ` 28.0 42.3 77.8 C a. Q d - _..._.._.-. _..._._. 72 87.3 140.1 134.6 150.0 150.0 150.0 150.0 72" - 37.4 30.6 .54.7 76.5 101.4 150.0 . 72" - - - 25.7 38.8 71.3 0 0 00� 150.0 .150.0 150.0 150.0 150.0 150.0 150.0 19-1/8- 51.5 110.1 79.5 150.0 150.0 150.0 150.0 49-1/8" - 28.5 20:5 41.6 72.7. 115.6 150.0 W 3 r -- -- - - - -- -... Q 26-1/2" 136.2 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 37.2 79.4 57.4 116.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 52.5 83.4 150.0 2 0 _ 30" 120.3 150.0 150.0 150.0 150.0 150.0 150.0 30" '32.8 70.7 50.7 1 102.6 143.5 150.0 150.0 30" - _- - 26.5_ 46_.3 73.7 135.4 J Z 0N) 37"_ 97.6 150.0 150.0 150.0 150.0 150.0 .150.0 37" 26.6 56.9 ' 41.1 83.2 116.4 150.0 150.0 37' - - - 21.5 37.6 59.7 109.8 Q W d 42" 85.9 138.0 132.6 -150.0 150.0 150.0 150.0 42" 23.4 _50.1 36.2 73.3 102.5 135.8 150.0 42" - - - 33.1 52.6 96.7 -- - - -- 48" 50-5/8" 75.2 120.8 116.0 150.0 150.0 150.0 150.0 48" 84" 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" ` - - - 29.0 46.1 84.6 n 54" 66.8 107.3 193.1.- 150.0 150.0 150.0 150.0 54" 39.0' . . 28.2 57.0 79.7 t05.6 150.0 54" - _ - - 25:7 40.9 75.2 II _........- -- - - --. .. ----.. .- -7._... -1 - 60" 60.2 96.6 92.8 141.2 150.0 150.0 150.0 60"- - 35.1 25.3 51.3 71.8 95.1 150.0 60" - - - - 23.2 36.8 67,7 Z I N 66" 54.7• . 87.8 84.4 128.4 150.0 -150.0 150.0 66" - 31.9 23.0 46.6 65.2 86.4 150.0 66" - - - 21.1 33.5 61.5 O • • to 72" . 50.1 80.5 77.3 117.7 150.0 150.0 150.0 72" 29.2 21:1 42.7 59.8 79.2 145.6 72" - - - - - 30.7 .4 J • to •••••• 19-1/8" ' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 34.5 74_0 53.3 108.1 150.0 150.0 150.0 19-1/8" - 21.9 - 32.0 56.0 89.0 150.6 • -..- - • 26-1/2* 103.8 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2- 24.9 53.4. 38.4 78.0 124.4 150.0 150.0 26-1/2" - - _j 40.4 64.3 118.00 ! CO • • 30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30" 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - 20.4 35.7 56.8 10g.3. ; In k• LJ • ••••• 37" 74.3- 119.3 114.7 150.0 150.0 150.0 150.0 37' - 38.2 27.5 55.9 89.1 118.0 150.0 37" - - - - 28.9 46.0 �4S• � 0 tO • - ~ 42" 65.5 105.1 101.0 150.0 15_0.0 150.0 150.0 42" - 33.7 24.3 4_9.2 78.5 104.0 150.0 42" - - - - 25.5 40.5 )4'. • �•� I •••• 48' 58" 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 .48" 96" - 29.5 21.2 43.1 68.7 91.0 150.0 48" 144" - -- - - --22.3 35.5 61.2' C, • N ••••• 54" 50.9 81.8 •78.6 119.5 150.0 150.0 150.0 54' - .26.2 - 38.3 61.0 80.9 148.6 54" - - - - - 31.5 17.9• . ! Z • 3 � 60" 45.8 73.6 70.7 107.6 _150.0 150.0 150.0 60" 23.6 - 34.4 54.9 72.8 133.7 60" - - - - - 28.4 X52.1 •••••- M 0 v • 6fi". 41.7 66.9 64.3 97.8 136.8 150.0 150.0 66" - 21.4 - -31.3 49.9 66.2 121.6 66" - - - - -- 25.8 �Z.a� -J I` Q _j •••• 72" 38.2 61.3 58.9 89.6 125.4 150.0. 1 150.0 72" -- - - 28.7 45.8 60.7 111.5 1 72 1 23.6 43.4 I,:: 19-1/8" 121.9 150.0 150.0 150.0. 156.0 150.0 150. 150.0 19-1/8" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 --" _ ARCHES TO BE INSCRIBED HORIZONTAL MULLION I 26-1/2" 88.0 141.2 135.7 150.0 150.0 150.0 150.0 26-1/2' - 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE I 30" 77.7 124.8 119.9 150.0 150.0 150.0 150.0 30" - 33.1 23.9 48.4 84.6 _115.0 150.0 I z 37" 63.0 101.2 97.2 147.9 150.0 150.0 150.0 37" - 26.9 - 39.2 68.6 93.3 t 50.0 .�%'GLAZING !m mI=iw -- - 42" 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' - 23.7 - 34.6 60.4 82.2 150.0 iii PRODUCT ��� 3 I o coal'^ a 48' 48.6 78.0 74.9 114.0 150.0 150.0 150.0 48' - _---_ - - -- 1.9 IA VERTICAL �; ;N I C) r N 63" 108" 20.7 30.2 52.9 71.9 132.1 '-MULLION Ix o �: !2 m w10 54" 43.2 69.3 66.6 101.3 141.8- 150.0 150.0 54" - - - 26.9 47.0 63.9 117.4 z fl;�;o a j 60" 38.8 62.4 59.9 91.2 127.6 150.0 150.0 60" - - - 24.2 -42.3 57.5 105.7 GLAZING GLAZING � i ¢ t`i'�!a a uc _.. - - ---- PRODUCT PRODUCT o W +o Zi o a- 66" 35.3 56.7 54.5 82.9 116.0 150.0 150.0 66' - - 22.0 38.5 52.3 96.1 D W 3 0•u:5 Ir z Z) 72' 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72" - - - 20.2 35.3 47.9 88.1 GLAZING GLAZING + PRODUCT PRODUCT j ALL LOADS ARE EXT.(+)/INT.(-). I11L__jO NOTE: 1J1 112 L MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -� VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCT REVISED JA1RTYPICAL MULLION ARRANGEMENT CML oscomplying%viththe Wad& . N ;i _5 � FLA. PE # 70592 Building Code _ II -_ ...-_...- C.A.N. 3538 AcceptmLcci�o WIDTH (W} = W1 + W2 t� r a I ANCHORS TYPE D AND E APPLICABLE TO I F. irnlionDate ff // 1/ 4 JUL '0,14 Fly , 5 AND 6 TUBE MULLIONS. -.1112L .ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE - Miami Dade Prodacl Controt 'drawin no TO ALL TUBE MULLIONS. ! MULLIONS M04-04 sheet 3 of 9 [� r -DESIGN LOAD. CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �V cn uj WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE . ANCHORS TYPE io WIDTH•(W)' MULL:.SPAN A B . ' C D_" E F G WIDTH'(W) MULL SPAN - A B C. D E _ F G WIDTH. (W)IMULL SPAN A, B _ C D E F -a, J� 19-1/8" 150.0 '150.0 150.0 150.0• 150.0 150.0 150.0 49--1/8" 101.0 150.0'- 139.5 150.0 - 150.0 120.6 150.0 19-1/8" 62.5 125.0 86.3 150.0 150.0 74.6 149.2 Z ti 26-1/2" 141.0 150.0 150.Q150.0 150.0 150.0 150.0 25-1/2" 72.9 145.8' 100.7 150.1) 150.0 87.0 150.0 26--1/2" 45.1 90.2 62.3 124.5 ' 150.0 53.8 107.7 0 zE - -_ 4V i0 30" 124.6 150.0 ''150.0 150.0 150.0 148.7 150.0 30" : 64.4 128.8 89.0 150.0 150.0 76.9 150.0 30" 39.8 79.7 55.0 1 10.0 137.6 47.6 95.1 N W 37" 401.0 150.0 139.6 150.0 .- 150.0 .120.6 150.0 37" 52.2 104.4- _ 72.1. 144.1 150.0 62.3 124.6 37' 32.3- 64,6 44.6 89.2 111:6 38.6 77.1 o f 42" 89.0 150.0 122.9 150.0 150.0 106.2 150.0 42" 46.0 92.0 63.5 . 127.0 150.0 54.9 109.8 42" 28.5 56.9 39.3 78.6 98.3. 34.0 67.9 a Iii! - 48" 38-3/8' 77.9 150.0 107.6 150.0 150.0 92.9 150.0 48"- 74-1/4" -40.2 80.5-_ 55.6 111.1 139.0 48.0- 96.1 48" 120" 24.9 49.8 34.4 - 68.8 86.0 29.7 59.4 LL 54" .69.2 138.4 95.6 150.6 150.0 82.6 150.0 54" 35.8 71.5 49.4 98.8 123.5 42.7 85.4_ 54" 22.1 44.3 30.6 61.1 76.4 26.4 52.8 O 60" 62.3 124.6 86.1 150.0. 150.0- _74.3 _ 148.7 60" _32.2 64.4 44.5 88.9 111•.2 38.4 76.9 60" -_ 39.8 27.5_-- 55.0_ 68.8 23.8 _47.6. 66" 56.6_ 113.3 78.2 150.0 150.0 67.6 135.2 66" _29.3 58.5 40.4 80.8- 1_01.1 34.9 69.9 66" - 36.2 25.0 50.0 62.5 21.6 43.2_ Q'0 M 72'. 51.9 103.8 71.7 143.3 150.0 62.0 123.9 72" 26.8 53.7 37.4 74.1 92.7 32.0 64.0 72' - 33.2 22.9 45.8 57.3 - 39.6 0' Q p g 19-1/8" 148.1 . 150.0 .150.0 150.0 150.0 150.0 150.0 .19-1/8" 89.3 150.0 .123.3 1 150.0 150.0 106.6 150.0 19-1/8" 56.8 113.6. 78.5 150.0 150.0 67.8 135.6 0 OD IX 26-1/2" 106.9 150.0 147.7 150.0 • 150.0 127.6 150.0 26-1/2" 64.4 128.9 89.0. 150.0 150.0 76.9 150.0 26-1/2" 41.0 82.0 56.6 113.2 141.6 48.9 97.9 Q 3 LL --.-- - -- - - - - ---- LL z !� -- to o 30" 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 56.9 113.8 78.6 150.0 150.0 67.9 135.9 30" 36.2 72.4 50.0 100.0 125.1 43.2 86.5 A - v 37" 76.6 150.0- . 105.8 150.0 150.0 91.4 150.0 37" 46.1 92.3• 63.8 127.4 150.0 55.1 110.2 -37' 29.4 58.7 40.6 81.1 101.4 35.1 70.1 'i Z M Q "I QWz 42" 67.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3 56.2 112.2 140.4 48.5 97.0 42" 25:9 51.7 35.7 71.4 89.4 30.9 61.8 48" - 50-5/8' 59.0 118.0• 81.5 150.0 150.0 70.4 140.9 48" 84" 35.6 71.1 49.1 98.2 122.9 42.5 84.9 48" 132" 22.6 45.3 . 31.3 62.5 78.2 27.0 54.0 --� --- - - .5 84........_ - 54" 52.5 104.9 72.5 144.9 150.0 62.6 - 125.2 54" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54' 20.1 40.2 27.8 55.6 69.5 24.0 48.0 60" 47.2 94.4 65.2 130.4 150.0 56.4 112.7 60" 28.5 56.9 39.3 78.6 98.3 34.0 67.9 60" 36.2 25.0 50.0 62.5 21.6 43.2 - -- ...--- ----- - - - -. ..-- -- V)I '66" 42.9 85.9 59.3 118.5 148.3 51.2 102.5 66" 25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32.9 22.7 45.5 56.9 - 39.3 Z 04 72" 39.3. 78.7 54.4 108.6 _135.9 47.0 93.9 72" 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72" - 30.2 20.8 41.7 52.1 - 36.0 O f %elt* 19-1/8" 129.3 150.0 • 150.0 150.0 150.0 150.0 150.0 19-.1/8" 78.1 . 160.0- 107.9 150.0 150.0 93.2 150.0 14-1/8" 52.1 104.2 71.9 143.8 150.0 62.2 j343 -•J; • 0 I •..... 26-1/2" 93.3 150.0 128.9 150.0 150.0 111.4. 150.0 26-1/2" 56,4 112.8 77.9 150.0 150.0 67.3 134.6 261/2' 37.6 75.2• 51.9 103.8 129.8 44.9 89'1 ��• • 30" ..Owl 4 82.4 150.0 113.9 _150.0 150.0 98.4 150.0 30" 49.8 99.6 68.8- 137.5 150.0 59.4 -1 18.9 30" 33.2 66.4 45.9- 91.7 114.7 39.6 79.3• ;d Ld Jmoo � I 94106641, 37" 66.8 133.7 92.3 150.0 150.0 79.8 150.0 37" 40.4 80.8 55.8 1 11.5 139.5 48.2 96.4 37" 26.9 53.8 37.2 74.3 93.0 32.1 64•� m LI i •0••• 42" _58.9 - 1-17.8 81.3 150.0' 150.0 70.3 140.5- 42" 35.6 71.1 49.1 98.2 122_9 42.5 84.9 42" 23.7 - 47A 32.8 65.5 81.9 28.3 1cs6• M�4A•<"Ipp � � •••• 48" 5g' 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48" 96" 31.1 52.3 43.0 85.9 107.5 37.2 74.3 48" 144" 20.8 41.5 28.7 57.3 71.7 24.8 40!9• 41 +•7 .:•.• ---- .".. - -...__. -... _ _4.-_-- 54" 45.8 91.6 63:3 126.4 150.0 54.7 109.3_ 54'• 27.7 55.3 38.2 76.4 95._6_ 33.0 66.0 54" - 36.9 25.5 50:9 63.7- 22.0 IfI_0• •'� N11,4041,40:41, 60" 41.2 .82.4 56.9 113.8 142.3 - 49.2' 98.4 60" 24.9. 49.8 34.4 68.8 86.0 29.7 59.4 60" - 33.2- 22.9 45.8 57.3 - �9.�:-: Z Z co • LL 66" 37.5 74.9 51.8 - 103.4 129.4 44.7 89.4 66" 22.6 45.3 31.3 - -62.5 78.2 '27.0 54.0 66" - 30.2 20.8 41.7 52.1 - 6.0 I ••�!-M • _ -- - - f 72' 34.3 68.7 47.4 94.8 ]18.6 41.0, 82.0 72" 20.8 41.5 28.7 57.3 71.7 24.8 49.5 72" - 27.7 - 38.2 47.8 - s3 • i Q I I •••- 19-1/8" _ 119.0 150.0 150.0 150.0 150.0 142.1 150.0 19-1/8" -69.4 138.9 95.9 150.0 . 150.0 82.9 150.0 _ ANCHOR TYPES HORIZONTAL 1.4ULLION �� ••� +� ~ 26-1/2" 85.9 150.0 118.7 150.0 150.0 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 59.8 119.6 A, 8, C. D. E, i - -- .---..-• -•••---- AT'HEAD/SILL/JAMBS ARCHES TO 8E INSCRIBED 30" 75.9 150.0 104.8 150.0 150.0 90.6 150.0 30" 44.3 88.5 61.2 122.2 150.0 52.8 105.7 ANCHOR TYPES 1 INSIDE RECTANGULAR SHAPE 37" 61.5 123.1 85.0 -150:0 150.0 73.4 146.9 37" 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F do G `UI I - --- -"- - --- AT JAL48S ONLY Lii m I L u 42" 54.2 108.4 74.9 149.7 150.0 •64.7 129.4 42' 31.6 63.2 43.7 87.3 109.2 37.7 75.5 �% W I`- � _ m --" GLAZINGnip 48" 63• 47.4 94.9 65.5 131.0 150.0 56.6 . 113.2 48" 108" 27.7 55.3 . 38.2 76.4 95.6 33.0 66.0 i�� 1 PRODUCT ��� 3 vIj N " yi - _- - - - - --... . ---_ TICAL 54" 42.2 84.3 58.2 116.4 145.5 50.3 100:6 54" 24.6 49.2 34.0 67.9 84.9 29,4 58.7 l MULLION ' A - o ~1 o I. N _ -,W, m WIO 60" 37.9 75.9 52.4 104.8 131.0 45.3 90.6 60" 22.1 44.3 30.6 61.1 76.4 26.4 52.8 z a u'o(W o - O ANCHOR L, 'r a x I p 66" 34.5 69.0 47.7 95.2 119.1 41.2 82.3 66" 20.1 40.2 27.8 55.6 69.5 24.0 48.0 GLAZING GLAZING _, 7d -DETAIL #1 010; o �;o ------- -_-- _-.. .--- PRODUCT PRODUCT -t EL of a i', 0;IL 72" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72' - 36.9 25.5 50.9 63.7 22.0 44.0 5 N Nz; GLAZING GLAZING 3 ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT I in tD�O1 Of N i O C o:O'O c6l ad . NOTE: o ;111ca, I N to ^: Of_M n O,O O'O ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER vrt w2 I MULLION SPAN - F a - ANCHOR TYPES LOCATIONS AT HEAD, SILL OR JAMB ENDS. A. B. C. 0, E, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AT HEAD/SILL/JAJrlBS v ; TYPICAL MULLION ARRANGEMENTS Engn JAVAD AH1,1AD PRODIIC•T REVISED ' (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) crnL as complyingwilhthePlorida ' N 1 1 F__ FLA. PE jt 70592 Building Code , a i W1 + W2 C.A.N. 1) .. 3. ? lWIDTH W = 353Acceptance No ( 2I:-K )ration Date ANCHORS TYPE D AND E APPLICABLE TO `x _j 4",- 4„,- 5„ AND 6" TUBE MULLIONS. _ _ JUL"2 ; r2Q14 __ ANCHORS TYPE `A', `B', `C', 'F' AND 'G' APPLICABLE Iv1ia �Dade Pro uct Conlro: drawing no. TO ALL TUBE MULLIONS. ! - ANCHORS `; - M04-04 sheet 4 of 9 1/4" DIA: ULTRACONS 1/4- DIA. ULTRACONS 1/4" D{A. ULTRACONS 1/4" DIA. ULTRACONS 'i o! .E 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE Ed 2 1/4" MIN. 4 PER CLIP (2 ON EACH YANG) 2 PER ANGLE. - ._J 1- TYP. Z • )I ♦ I '.Iii a' - V J I II • �. ! I 1a:1-I' ♦ ` .I I! - •: V {li ° l t�NV IO ,° • l ♦ •• I ►3"• MIN. 1 ♦ ; I •�I ♦ •v I ► .•°. ' •I ♦ ♦ 1 ZI 6SIN. I I i... ZI ♦ ..• .I • Q • I TY - •.' .� v 0 1. - • 1'1 d I ►' 1 I:{.' - • IQ a � ;.. • Q ♦ tl1 °♦. !,II Q I a N i� I r �� - - a 11 I1 I{ II . j I� II II {1 0 co 11 It 11 II fitl - 11 I1 � I I I I I I I I }I 11 LJ It FLOATING CLIP j l I I C >`" o L J FLOATING CUP g iBY 1�-+I SNUG FIT INSIDE MULL 11 1{ 2 X 2 X .1/8" i \IBY!ft 1�-�1 SNUG FIT INSIDE MULL 1{ I l 2 -X 2 X 1/8" 0 L Q C H WOOD BUCK {` i I I I I ALUM ANGLE • WOOD BUCK 11 11 11 ALUM ANGLE 0 IN L J #14 Sms u U a J (j 14 SMS U U as to I --------- I , 1 1 I , -- ---------- I i I i I - 0 N ; I I I I 1-3/4" O.C. MIN. I 4 I I , 1 1-3/4" O.C. MIN. w I I I I 2 PER ANGLE 2 PER ANGLE W{ I i � ZW _ M r. Q w �� J n 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS Z N Ed. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE , O • ^ Ed. 1" MIN. In ' -1 •• •• 0 1-- r4r • • Q ••••• ! -J,! —TYP. L�� r i // 'l �I J / •'!�{t c�ft• D� J W ••••� • ` N n • • II II \ II 11 . II 11 \ I I I I •• ••. !n co • I) I) 11 {1 Z Z I J • •••••• II II 1� '17 : 11 it TY` 1*' i i �I1I1'� ?� '� •••i• WOOD BUCK I L J I FLOATING CLIP j L I I I L J I FLOATING CLIP j! I I • • J i�• o g • OR I r'`�1 SNUG FIT INSIDE MULL I I 1 I 2 X 2 X 1/8" 2 BY {r 1 SNUG FIT INSIDE MULL I{ 11 2 X 2 X•j/81 Q I(� N Q ••••• N WOOD 1 I I I U LJ ALUM ANGLE N WOOD BUCK I I 11 t I 1 I ALUM ANGLE' LW t • N --------- STRUCTURE �' J 14 SMS ------------- L J 114 SMS U U •• • I I I I I I - I I I I I I I } I 1 11-3/4" O.C. MIN. 1 I f I I I 1-3/4".O.C. MIN. 2 PER ANGLE1 I ", f I 1 I I 2 PER ANGLE I I i P I I--ill IL .-_ I f9 tai U m O''nl'nLn I a O! • C HI N�rjF N K ANCHORS TYPE 'B' �!° PILO w; ' ♦ UI O_U y U'Q ' ♦. ' . fir- 0 0:a,o oln ;v zl�,z C2 1: - + � 0•tn Iw mlrnri,n Q N I LV N:O 1/4- DIA. ULTRACONS BY `ELCO� o o s o 0 + ULTRACONS MAY BE HEX OR FLAT HEAD 0 U o W '.�o y SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT r WOOD 1" 1-1/2" --------- y E'tg�: 'JAVAD AHI.IAD I R 1 -'I CONCRETE 2-1/2' 1-1/2" PRODUCT REVISED '! I I CML as complying with the Florida N I! � , WOOD 2BY•WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. FIA. PE 11170592 I3uildiugCode ALTERNATE CONCRETE _, f'c = 3000 PSI MIN. CAN.•3538 Acceptance No ANCHOR LOCATION L7a iration Dale r o Y ALL CLIPS AND-ANGLES TO FIT SNUG INTO TUBE MULLIONS. a'ae:Snci C" CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED i i; drawing no. 1 j i WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I i `� �J M04-04 j ANCHORS TYPE A WATER-WHITE METHACRYLATE LACQUER. ---- ... --- -' r ,sheet 5 of 9 1 4•" DIA: ULTRACONS 1 4" M. ULTRACONS �`�� i w{l{ / 1/4" DIA. ULTRACONS / 1'/4" OIA. ULTRACONS 01 Ed. 2 .PLR CUP (_1 ON EACH WING) 1 PER ANGLE i Ed. ''.4- PER CLIP (2 ON EACH WING) 2-PER ANGLE _ ' ISI o 1 0 a. ii ♦ I 3" MIN. I % • { IN. `; •/{''i ° i i /� {' Z LtI a' .I. fly• ♦ I v I °. • •� C , ► ♦ i ♦. TYP. I j a L I ► (+i ` • °♦. I TYP. ! I ► . 11 i i I , I F Iv �o t ,• f I ♦ 9 , I11♦ • y • a f Q • v 'QI • ,�., _ o i ♦ `./ a °, l D I ►. '� ° •' d I �Qy c ,D. • r o ' III • V ♦_ ti I 'i p i �. I ijj. I , o i s+ 'III t V Iii C ice. I Ow rrr i 11 II I � •. r{ II . � I .. � a I 11 II i I . II II � d � j 'rt' k LL FF d I L J FLOATING CLIP I N I I I I V I r I SNUG- FIT INSIDE MULL- I I !I 2 X 2 X 1/8" d a r� / " �j II II 2 X 2 X 1 8 C I 1 I I I 11 11 ALUM ANGLE 1 a I I I I I I I ALUM ANGLE G to(�1 cli ------- X14 S?AS U Lj +--------------j L i� U U Q CL. Q S I 1 I 1 I 1-3/4- O.C. MIN. I } 1 I I I FLOATING CLIP I I 0 ~ I I I t 2 PER ANGLE I I I I I ' I SNUG FIT INSIDE MULL I I 0- .0 0 O N I I I i I i I f I I #14 SMS I I LL w v1_ O I I I I I I { I I I .4 PER ANGLE I S K to v I I I I I I 1 1 I t I I I Z N I I I- ! Ed. j (nil v1 If ! 1 I 1 I d'1• •.. o I 1 I I f}G� - I ••:•• P • •••i• r- ------} I 1 I 1 I lies* l w I ,t I m s W • II 0 I 1 I I 1 I •••• � � • II p O I 1 • 1- tD r I I ! I •••• j�� n •••• 1/2"(2) 1 I •i••i I Q�j`j I •i••� 1 4-4 C J O ••••• ♦ ° • /1/4 � til Q .♦ a. Qi `� ...1� �° �i MINLOCATION OF SCREWS CONNECTING Ed. ANGLES TO TUBESDIA. ULTRACONS I rn. 2 PER CLIP (1 ON EACH WING) i i wl Iw�ml�l1,M IN 0 w I�IoI�: I I N.NIU O cl � Q ?IN ANCHORS TYPE V 01'.'I M Z10 l I n u n i Iw'a ='w • APPLICABLE FOR 4 5 AND 6 TUBE MULLIONS <i I U ♦::I . I' 4)lo a;ZiID 10: ola a ► It I � I zin I C v+f0; O O'O O A1C-to!m trf.M 1 I m N m m;'i"z OI O!O'O • a 1 •� �!UI O'W�4 U � Y 1 1/4" DIA. ULTRACONS BY 'ELCO' a ► ULTRACONSlAAY BE HEX OR FLAT HEAD (— SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT i o ----------i CONCRETE 2-1/2" 1-i/2" Ergr: JAMAD AHMAD PRODUCTRmslip I cv 1� •N II o {� -��-- •-----j - FLA_ PF 1 70592 Building Code CML Os COMPlYing vilh t1�0 i lorid+t \; l CONCRETE f'c '= 3000 PSI MIN. CAN 3538 , y flcceplaMe leo - 04 expirnlic"Dale ALTERNATE --.._....__. .. ..- - '� BY;i6�i s --_� ANCHOR LOCATION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. l Mieli�DadePr uctCont[e#r ; ( drawing no. CLIPS OR ANGLES CONNECTED-DIRECTLY TO MASONRY TO BE PROTECTED < l WITH A KAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ✓` �/ M04-04 I ANCHORS TYPE 'C' WATER-WHITE•METHACRYLATE LACQUER. (sheet 6 of 9 i 5/16" DIA. ULTRACONS 5/16" DIA. ULTRACONS j • Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE of 01 IN. �� z r, J•J `� 0 + k I 11 ll ! I I 11 i y 11 11 N fit tj. 0 ti d 1 I'-''! II II 2 X 2 X 1/8" G + It II II 11 ALUM ANGLE Q' &w m - — SNUG FIT INSIDE MULL ; Q N� L I 1 I I #14 SMS I I �im � N ; I 1 I I 4 PER ANGLE I I Q W 1 I I I I I W to O 4 I I I I I �j• Zlf1 � 3 a M Q J I I �l z il. � N ° I • i J C q •. I ° � ••• � � � I 0000• 2 < I I I I 000.0• I W Lam • 10000• I I I I 0000•• M til I • I I f 1 O I I 0 0000• rn > (p 0000: I l I 1 0000 i 1` iii• �O n SS0000 1 I 1/2"(2) I 1 •�•.•• L 11•� n •i••• • • Dt • • N L - ------------J •• s• Z, Z �•J 000:0 3" . • • 2I �•Z L� n 0 00.00• • • • • Q CJQ J + i I •• • — 0000 LLJ LOCATION OF SCREWS CONNECTING ANGLES TO TUBES I r hI c j W FW WI CIS W:m N O U (Mn C> I c, OI=j0 ANCHORS TYPE 'E' ml� APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS Nlaia �< 01 WIZ124 0i Jai O0 - 5/16" :•.o j tri W vi a 0 N N N O •> � o 0 0:0 5/16" DIA. ULTRACONS BY `ELCO' ULTRACONS MAY BE -HEX OR FLAT HEAD A �� SUBSTRATE Ed. = MIN-. EDGE DIST. MIN. EMBEDMENT PRODLIC7'REV[SED O CONCRETE 2-1/2" 1-3/4" Engr. JAV.t<O AliMADc i a as complying Milt the Florida CML N FLA. PE f 70592 Building Code _ Go CONCRETE = Vc = 3000 PSI MIN. A. ' 3 Acceptance no ! loft,, sapiralion DaleBy ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. f `4t,t,. JyliamitDadeProducCColl -. drawing no. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED' _ WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR s M04-04 .WATER-WHITE METHACRYLATE LACQUER. sheet 7 of• g yeti I w E 1/4" DIA. ULTRACONS 1/4"• DIA ULTRACONS 1/4" DtA. ULTRACONS p i/4" DIA..ULTRACONS f;o Ed. - 2 PER CLIP (1 ON EACH WING) 1 PER'ANGLE Ed. .2 1/4 MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE TYP. Z n If a I d R O \ I \ Z 0 m v 1 NI II d LL 11 t-t FLOATING CLIP I I I I j L J j FLOATING CLIP 1 1 1 1 O r SNUG FIT INSIDE MULL 11 I1 2 X 2 X 1/8" g I�-'1 SNUG FIT INSIDE NULL 1.1 11 2 X2 X1/8- p II II ALUM ANGLEit �1 II II ALUM ANGLE O W I --------- f �, J iia SMS u u i ------------- I �, J1 #14 sMs u U0 a > g 04f 1-3 4" O.C. MIN.I I I / 1 I ! I I I I 1-3/4" O.C. MIN. I I I 1 2 PER ANGLE ; = I ' I I I I 2 PER ANGLE j ' j Orp a �i ._.......� _ i I_�y. I I -_ l.. 1 to JO j r I L ; _ Q W N d o, M I Q W ei � }�•• I , n V) Z N l0 I � i• • i J M••iti• il / I� i ••• J r.�j ` ••••• ` _j (n w •••:- as*ooe LLI J s. .... m LLL ..... V Q,CN�i ^ r N .:..• •••••• Z • ••••• C', ..•.. 6 C04 • ALTERNATE f ANCHOR LOCATION _ I ' U m ILIa 0 ANCHORS TYPE 'E' ANCHORS TYPE 'G' I ! o AT JAMBS ONLY f AT JAMBS ONLY Q i in a NIin i y a 1/4" DIA. ULTRACONS BY 'ELCO' - > ULTRACONS MAY BE HEX OR FLAT HEAD 0) cj SUBSTRATE H. = MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2=1/2" 1 11-1/4" o ii Engr: JAVAD AHMAD ' PRODUL-f REV1SIRD go j: N I o 1. MASONRY = C-90 HOLL0W/FILLED BLOCK f'm = 2000 PSI MIN. CML as rnmpi5ing with the 111mi& `I` FLA. PE #. 70592 9ut3ding Code ! o M • C.A.N. 3538 =T Ncteptance No�e�_Q. �pp s ! a -- - -- - — Lxpiretion Dalt , (Cx o . D L ALL CLIPS AND ANGLES TO FIT SNUG 'INTO TUBE MULLIONS. JUL { e H �� CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED llL �1� 13 �l.t;ifta r WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR �t --- j Ii;ginnliDadc Product Con i dromnq no. E WATR-WHITE METHACRYLATE LACQUER. i- _.._ _. - -' - M04-04 r= `Sh 8 of 91 3 0 #14 SMS_,- _ t.__. J SEE CHART FOR QUANTITIES TUBE MULLION I{ Z h 'm Oz � 10� W N J C c a '�i ANCHOR NO. OF M CHART•,- SCREV/S-J a � � ' FH SMS TYPE A 2 I I #10 2/ SIDE TYPE B..l-- 3 O h a I I TYPE C 2 1Z6" THICK ALUM CHANNEL LENGTH TO FIT SNUG-/ I I I TYPE E 4 ! TUBE MULLION MULLION OroQ .g a O izo-0 W3: a! TUBES MAY BE NOTCHED n l C i AS SHOWN TO ALLOY! INSTALLATION --�' � M OF CLIP ANGLE I ' I CAULK JOINT AFTER ASSEMBLY ` Q 10F #14 FH SMS I c 1-1/2" O.C. MIN. ACCESS HOLE SEE CHART FOR QUANTITIES ' I p n / n J Vl -----_ - --- ------ ----- ------^ ``�� -- - N 7 1 ' I '' ' � J d• TCI J •.•*L• O M • - ------ i---- I ------ I r-- -----�-- _�---- - •••:•• (((viii!!! 4 •••• I I 1 '\ � I � • • � �� tt7 � • � �-! � � � F1 . •••• ~ SCD n •••• THIS SCREW CAN BE T lC14r•) +, • • INSTALLED IN EITHER I I #10 FH SMS I a I ••�••� Q r•,,, 1 •••• DIRECTION I 1 2 PER CLIP I I 1 •• ••. Z•o� •••• I 1" O.C. MIN. i I 1 :••:•: Z •• Z �n • I I r I I I • • • 0 ••••• — LAS _ �' -- .-. Lam•; • • �! ••b•� • • • Q O c < •••i 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) •• • 3/4" X 2" X 1/8" FOR (18Y TUBE) C-� ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE I c liU WI N o U N E ANCHORS DETAIL ; 1 `" N 01 T C U 1 N METAL TO METAL CONNECTION �i I o m so � z� = W R._[W a y o !ola z z!Z) #14 SMS/TEKS >j f SUBSTRATE Ed. = MIN. EDGE DIST.IMIN. CL TO CL SPACING y a'oo.om oe!Na METAL 5/8" 11/2" o vi,dlwcrlary6,-.;ip ; o,o; ,4 �n ;o.o` o METAL 1/8" MIN. THK..STEEL Fy = 36 KSI MIN. � 01� o ,,,',�:c, 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) �=-----•� Engr: JAVAD AHMAD PRODUCT REVISED CML as complying with the Florida i FLA PE # 70592 Building Code C.A.M. 3538 ' Acceptance No Expiration Date t fJ l o I u I[ L JUL 2 12014 s 13y F A drawing no. anV Dade Product'Con4ul ; M04-04 I `sheei g of S — _J MIAMI-DADE MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ' NOTICE OF ACCEPTANCE (NOA) m"v.miamidadL.gov/economX ES Windows,LLC 10653 N.E.Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Miatni-Dade County Product Control Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 112100"Aluminum Horizontal Sliding Window--S.M.I. APPROVAL DOCUMENT: Drawing No. W04-101, titled "Series 2100 Alum. Horiz. Sliding Wdw. (S.M.1)", sheets 01 through 08 of 08, dated 08/27/03, with revision "F" dated 09/16/14, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade �x%ty Product Control Renewal stamp with the Notice of Acceptance number and Expiratio%jatP by toe Mjami-Dade,-• County Product Control Section. •••••• ""' • • MISSILE IMPACT RATING: Small Missile Impact Resistant ""'• •• LABELING: Each unit shall bear a permanent label with the manufacturer's nNiaZ:* logcj 3Atfanqu!V@.•• Colombia, America Latina, series, and following statement: "Miami-DaderGornty Ai�oduot Contw43,.' Approved",unless otherwise noted herein. •• •• •• *00000 REVISION of this NOA shall be considered after a renewal application Inas bjeti�tjd an4 thele has keno: no change in the applicable building code negatively affecting the performance of thiserodudt•.'••• TERMINATION of this NOA will occur after the expiration date or if there hag beet a reyNi011:Dr change in the materials,lise, and/or manufacture of the product or process. Misuse of this NOA as ari 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. u 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 No. 12-0308.38 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. MIAMI DARE COUhtTY C+�� NOA No. 14-0923.07 Expiration Date: February 10,2020 s Z/t� tS Approval Date: February 12,2015 t Page 1 ES Windows,LLC - - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's Nm s 04-1208.02, 05-0303.02 and 09-1008.04) 2. Drawing No. W04-101, titled "Series-2100 Ahem. Horiz. Sliding Wdw. (S.M.1)", sheets 01 through 08 of 08; dated 08/27/03, with revision 'T" dated 09/16/14, - prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading 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 6) Forced Entry Test,per ASTM F 588-04/07 and per FBC 2411 3.2.1, TAS 202-94 7) Deglazing Force Test,per ASTM E 987-88(82009)and per FBC 2411 3.2.1, TAS 202-94 8) Operation Force Test,per ASTM D 2256-02(82008) and per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of a horizontal sliding window, prepared by Fenestration Testing Laboratory, IjVc., Test lT'epohis No.'s FTL-5686, dated 12/30/08, signed and sealed by Carlos.S: Rionda, P. E. and.• FTL-5811;dated 02/16/09,signed and sealed by Michael R.WtMel,P. . ....:. (Submitted under NOA No. 09-1008.04) ...... 2. Test reports on: 1)Air Infiltration Test per FBC TAS 202-9q •••••• 00006 2) Uniform Static Air Pressure Test,Loadingq:FBC TAS 202-94.:..' 3) Water Resistance Test,per FBC,TAS 202A-940 00000• 4) Forced Entry Test,per ASTM F 5 8804/a'rana per FBC 2411 0 0 3.2.1, TAS 202-94 '••••• 5) Deglazing Force Test,per ASTM E 987—$60009) d.per FBS• 2411 3.2.1, TAS 202-94 •• 6) Operation Force Test, per ASTM D 2256-02(R2008)and per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of horizontal sliding r window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1412, HE T145-1937 and HETI-05-1423, dated 10/13/04, 01/26/05 and 01/12/05, all signed and sealed by Ivonne Ghia,P.E. (Submitted under previous NOA's No.'s 04-1208.02 and 05-0303.02) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0923.07 Expiration Date: February 10,2020 Approval Date: February 12,2015 E-1 a ES Windows,LLC - r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC-2010 and with FBC Sth Edition (2014), prepared by Al—Farooq Corporation, dated 09/10/14, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-98/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to_E.I.DuPont DeNemours &Co.,Inc. for their "DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 09/10/14,signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated 12/08/11, signed and sealed by Javad Ahmad, P. E. (Submitted partially under previous NOA No. 12-0308.38) • 3. Distributor Agreement, dated 10/20/10, signed by Carla f aicla Toitente and by-:- Andres ry•;-Andres Chamorro. (Submitterl partially under previous NOA No. 12-0308.38) ...:.. + 4. Laboratory compliance letter for Test Reports No.'s FTLA-, Q6 anj.r.yIr5811*,••: issued by Fenestration Testing Laboratory, Inc., dated 12/3 US and'02/16/09, 'alt". signed and sealed b Carlos S. Rionda P.E. and sealed b '•• • E60::::. g Y � Y Mjgha�l'R. V�eri���,P. (Submitted under previous NOA No. 09-1008.04) •••••• .' 5. Laboratory compliance letter for Test Reports 'No°s' H ;Q4-14� •�• HETI-05-1937 and HETI-05-1423, issued by Hurriq axe: Engi�iee r ing glad.. Testing, Inc., dated 10/13/04, 01/26/05 and 01/12/05, all signed and sefd•by Ivonrre Ghia,P. E. (Submitted under previous NOA's No.'s 04-1208.02 and 05-0303.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.38, issued to ES Windows, LLC, for their Series "2100" Aluminum Horizontal Sliding Window — S.M.I., approved on 05/31/12 and expiring on 02/10/15. Jaime D.Gascon,P'E. Product Control Section Supervisor NOA No. 14-0923.07 Expiration Date: February 10,2020 Approval Date: February 12,2015 F-2 w_ 111" WINDOW WIDTH I 10" MAX. 11" Z 3 STILE ADDL. ANCHOR / AT STILE ENDS MAX. 0 z 6" MAX. ENDS SEE SHEET 2 HSEAD H HEAD/.SILL 5" FOR CAPACITY CORNERS A _ FALSE MUNTINS C yt (SURFACE APPLIED) �y 0 - I_ ` I~ MAY BE USED 0. C -- ---- 1- _ _--x1=- _ ___ - w --rt---- ti - it li it 0 IL htJol A 0 `3 4� O N= -= _/_/ ---a - -i� toi! l 3 tt M o t ,n _j w 0 to 4 I— M O to W Lzw8IMvb ur)� II tt I{ 11 II II II 11 II Il II tl II II it II !I II --rr-- _— _— II It It II !I vi � n N i N i n tO cn CD tu E5 33 1/2" 33 3/8" 33 1/2" ro o m 8 D.L. OPG. D.L. OPG. D.L. OPG. ri --I FX W 37 5/8" 37 5/8" x VENT WIDTH VENT WIDTH • N .- .•• • •• • _j ti v • TYPICAL ELEVATION ¢ N THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. """ N 'S �` o ....; MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS "" ' M ' REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. w SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. ";"; f- SERIES-2100 ALUM HORIZ. SLIDING WINDOW 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS C, � • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. .060" INTERLAYER .035" INTERLAYER ' z d a BUTACITE PVB BY 'DUPONT' SENTRYGLAS 8Y 'DUPONT' G w tv N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ° Z 0 0 PRODUCT RENSWFD o a OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF- 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREWD. GLASS asooroplylsi8wt1hthe FWWS N a a TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED lauildu►gUde d w w a a MULLIONS IN BETWEEN. SILICONE SILICONE Ac mptwwc No .. DOW CORNING 795/983 DOW CORNING 795/983 EVuutwr4• LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL W i APPLY TO ENTIRE SYSTEM, m m 0 0 Miami Dude PToduct Cwlirml o v N o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 21 II I� II 21 II + 0 1 12 0 0 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY � 0 !1 II it It i o { li II ,I °c a �, 11 LAMINATED GLASS HURRICANE ZONE (HVHZ). ,� I 1� �I ; ;1 I; �' SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER uII t �' hiiFR LOADS TO THE STRUCTURE. Engr.JAVAU AHAHMAD N .7 _o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA CML 70532 I . EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3i, C N.3538 a ANCHORING OR LOADING-CONDITIONS NOT SHOWN IN THESE DETAILS ARE 28 - - 28 ---� -- - - —— y '-' - - 21 NOT PART OF THIS APPROVAL. AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ' fl Ll A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDER THAN 36" WIDER THAN 36" drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT GLASS TYPE `A' GLASS TYPE `B' C 4 2014 W04-101 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. GLAZING OPTIONS sheet 1 of $ DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4ftv w (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) m STD. ANCHOR SPACING ADDL. ANCHOR STD. ANCHORS ADDL. ANCHOR STD. ANCHORS WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE V GLASS TYPE 'A' GLASS TYPE 'B' WINDOW DIMS. GLASS 'A' & 'B' GLASS 'A' & 'B' WINDOW DIMS. GLASS 'A' & 'B' Z n j _ WIDTH HEIGHT A EXT.(+) INT.(--) EXr.(+) INF.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT A EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT A EXT.(+) INT.(--) 0 � zd 26-1/2" 3 82.0 108.0 82.0 82.0 - - - - 74" 9 82.0 82.0 - - 74" 8 82.0 82.0 9 2 � a N 37" 26" 4 82.0 108.0 82.0 82.0 - - - - 106-1/4" 2&" 12 82.0 82.0 - - 106-1/4" 26" 11 82.0 62.0 p C p 53-1/8" (2) 6 82.0 108.0 82.0 82.0 - - - - 111" (2) 12 82.0 82.0 - - 111" (2) 12 82.0 82.0 0 74" 8 82.0 108.0 82.0 82.0 - - - - 74' 9 82.0 82.0 - - 74' 8 82.0 82.0 Lr p 26-1/2" 3 82.0 108.0 82.0 82.0 - - - 106-1/4" 38-3/8' 12 82.0 82.0 - - 106-1/4" 38-3/8" 11 82.0 82.0 0 V et 37" 38-3/8' 4 82.0 108.0 82.0 82.0 - - - - 111' (3) 12 82.0 82.0 - - 111" ) 12 82.0 82.0 v p 53-1/8" (3) 6 82.0 108.0 82.0 82.0 - - - - 74" 9 82.0 82.0 - - 50-5/8- 50-5/8" 5/8" 0' M o 74" 8 82.0 108.0 82.0 82.0 - - - - 106-1/4" 50(j 6" 12 82.0 82.0 - - 74" (4) 8 82.0 82.0 0 h QC 26-1/2" 3 82.0 106.0 82.0 82.0 - - - - 111' 12 82.0 82.0 - - 63' a! c p N 74' 8 82.0 82.0 37" 50-5/8' 4 82.0 108.0 82.0 82.0 - - - - 74" 9 82.0 82.0 - - (4) Q w W a c • 53-1/8' (4) 6 82.0 108.0 82.0 82.0 - - - - 106-1/4' 63" 12 77.1 77.1 82.0 82.0 72' 8 82.0 82.0 U. Z 10 74" 8 82.0 108.0 82.0 82.0 - - - - Ill* (4) 12 75.3 75.3 82.0 82.0 84" 24" 8 82.0 82.0 Q w m 26-1/2" 3 82.0 108.0 82.0 82.0 - - - - 72" 9 82.0 82.0 - - 96' (2) 9 82.0 82.0 37" 63" 4 82.0 108.0 82.0 82.0 - - - - 84" 24" 9 82.0 82.0 - - 108" 11 82.0 82.0 _ 53-1/8" (4) 6 82.0 92.5 82.0 82.0 82.0 108.0 - - 96" (2) 9 82.0 82.0 - - 72" 8 82.0 82.0 74" 8 75.3 75.3 75.3 75.3 82.0 82.0 82.0 82.0 108' 12 82.0 82.0 - - 84' 36" 8 82.0 82.0 V 24" 3 82.0 108.0 82.0 82.0 - - - - 72' 9 82.0 82.0 - - 96' (3) 9 82.0 82.0 0 m 36" 4 82.0 108.0 82.0 82.0 - - - - 84" 36" 9 82.0 82.0 - - 108" 11 82.0 82.0 It 0 48" 24' 6 82.0 108.0 82.0 82.0 - - - - 96" (3) 9 82.0 82.0 - - 72' 8 82.0 82.0 z M 60" (2) 6 82.0 108.0 82.0 82.0 - - - - 108" 12 82.0 82.0 - - 84" �4) 8 82.0 82.0 N U 66 6 82.0 108.0 82.0 82.0 - - - - 72" 9 82.0 82.0 - - 96" 9 82.0 82.0 ri j 72" 8 82.0 108.0 82.0 82.0 - - - - 84' 48" 9 82.0 82.0 - - 60" 72' 8 82.0 82.0 4/j Q.tpo Vn 24" 3 82.0 108.0 82.0 82.0 - - - - 96' (4) 9 82.0 82.0 - - (4) ••.�O n 36" 4 82.0 108.0 82.0 82.0 - - - - 108' 12 82.0 82.0 - - • ••• j cV t- 36" •... • A = NO. OF ANCHORS PER HEAD & SIL"L• • �•r�? • 48" 36' 6 82.0 108.0 82.0 82.0 - - - 72" 9 82.0 82.0 - - { ) = NO. OF ANCHORS PER JAMB •••e•• p •Z• J 10 •••0:0 60" (3) 6 82.0 108.0 82.0 82.0 - - - - 84" 60' 9 82.0 82.0 - - •••••• p • • 66" 6 82.0 108.0 82.0 82.0 - - - - 96" (4) 9 82.0 82.0 - - N M •...• •... . •- Soo 04 0: 72" 8 82.0 108.0 82.0 82.0 - - - - 108' 12 82.0 82.0 - - • ••: of ail. •i••• 24" 3 82.0 108.0 82.0 82.0 - - - - 72" LL91 82.0 82.0 - - (1/4V!) (1/2%11) (1/01) • •• ••••• 36" 4 82.0 108.0 82.0 82.0 - - - - 84' 66' 82.0 82.0 - - • 48" 48' 6 82.0 108.0 82.0 82.0 - - - - 96" 76.3 76.3 78.6 82.0 . • .••.• • • • 60" 4) 6 82.0 108.0 82.0 82.0 - - - A = NO. OF ANCHORS PER HEAD & SILL • • • •••0: 66" 6 82.0 108.0 82.0 82.0 - - = N0. OF ANCHORS PER JAMB • '• 72" 8 82.0 106.0 82.0 82.0 - - - - c z G a o g 24" 3 82.0 108.0 82.0 82.0 - - - - o u, N N 36" 4 62.0 106.0 82.0 82.0 - - - _ 0PERA qbp 4€ { � p1/4 OF THE WINDOW WIDTH El m o 0 as complying with the Florida c z 0 8 _ Z { a a 48" 60' 6 82.0 106.5 82.0 82.0 82.0 108.0 - - A itattCe No 60" (4) 6 82.0 91.7 82.0 82.0 82.0 106.0 - ^ (1/3W) (1/3W) (1/3W) a a > > o 66" 6 82.0 86.6 82.0 82.0 82.0 108.0 - - ` -' 72" 1 8 82.0 82.7 82.0 82.0 1 82.0 108.0 - - ' 24" 3 82.0 108.0 82.0 82.0 - - - - NOTE. Miami Dade ProduM Con y o M a O N O iG 36" 4 82.0 106.o 82.0 82.0 - - - - GLASS CAPACITIES ON THIS SHEET ARE o 0 0 48" 65) 6 82.0 93.3 82.0 82.0 82.0 108.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) a c 4 ti k OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH AND FLORIDA BUILDING COMMISSION 60' 6 79.6 79.6 79.6 79.6 82.0 108.0 82.0 82.0 DE{ LARATORY STATEMENT DCA05-DEC-219 o 66" 6 74.8 1 74.8 74.8 74.8 76.7 i 108.0 1 76.7 82.0 Engr: MAD AHt+1AD N o CWIL A = NO. OF ANCHORS PER HEAD & SILL FLAE If 70592 ( ) = NO. OF ANCHORS PER JAMB L 3538 ;. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE rte' _ FOR WINDOWS WITH APPLIED RISER AT FRAME SILL drawing no. FOR SILL WITHOUT RISER LIMIT EXT.(+) LOADS TO 73.3 PSF X014 W04-101 SEE DETAIL V ON SHEET 3. sheet 2 of 8 TYPICAL ANCHORS METAL WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS a -- SEE ELEV. FOR SPACING - STRUCTURE _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1ey AND TRANSFER THEM TO THE BUILDING STRUCTURE. o WOOD BUCK TYPICAL ANCHORS ZSEE ELEV r d ' a d e v OR SPACING MIAMI-DApE COUNTY APPROVED y Z 4 °' d'• ° 'd'4 ' , ° MULLION & MULLION ANCHORS TYPICAL ANCHORS: SEE ELEV. FOR SPACING w a ss a a 4 . d . ,4 v d • ° d•. ' SEE SEPARATE NOA ,� - IL `. �::.:;. . �./4 DIA. ULTRACON BY ELCO_ (Fu=177 KSI, Fy=155 KSi) 0 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES v 1--1/2" MIN. PENETRATION INTO WOOD N a + + + THRU 1 BY BUCKS INTO CONC. OR MASONRY ® 17 g 1-1/4 MIN. EMBED INTO CONC. OR MASONRY Off M 1 (A 0. DIRECTLY INTO CONC. OR MASONRY C n o 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY rn O0 p g !I it II i TYPICAL ANCHORS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Lai. w H- M I I I I SEE ELEV. i t m FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Q 21 It II n n INTO METAL STRUCTURES II II II II STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) II II II II ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) h II III (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 04 II II II I, TYPICAL EDGE DISTANCE o II II II II INTO CONCRETE AND MASONRY = 2-1/2" MIN. a h 11 h II INTO WOOD STRUCTURE = 1" MIN. z M li 'I li '1 INTO METAL STRUCTURE = 3/4" MIN. En J I I I = J tL a a II II II II c� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. iR Lei 0 O I I I I = CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. = In Q.0 X -10 o H I I I z C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. .• a �•��M .. . ZI I I I I II •....• O •� J (O •...• W n n II n SEALANTS: o u- , 11 II I) II •....• N O •...• 1 I I I FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL.0 0 0 0. Q • II I' 11 II t2 0 SEALED WITH WHITE/ALUMINUM COLORED SILICONE. II II II II ••...• W to tw- •�•.� 11 II II II ..•..• N • • ����� WEEPHOLES: : • II II •••.• 21 I I I I W1 = 1-13/16a X 1/4�� WEEPHOLES AT 3u • •FROM EACH END g I I I 7 • WITH PLASTIC BAFFLE : .�. ....: it Ii 'I li W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END Z p I I I I 22 Q p t o 9 I II I I O W N 14 J a PRODUCT RENEWED En© w as ODMplying with the Fiotide 0 z m rncn • 25 23 ut N BuildingCude .. 10 +..-.•._: ♦ \ to + + - \ •N M of h ai _x 0 A No Dade de T) Prcli odr+ct Colriro 0 0 0 0 19 ` c v o w 2 d 4, g da a' ° Engr. JAVAO AHMAO m t� ° q a. I CIVIL I N x v FLA E # 70592 _ d n e ° U > �• v —?r q: n' C J. 3538 �, o d ° _ I- W U TYPICAL ANCHORS p >- I SBY ° e I SEE ELEV. 3 N TYPICAL ANCHORS W000 BUCK ° I FOR SPACING } o SEE ELEV. TYPICAL ANCHORS I n droving no. _ ~ 1'li a a 3 SEE ELEV. FOR SPACING FOR SPACING cc 1. U14 W04-1 01 sheet 3 of $ ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w TYPICAL ANCHORS - - V 4 a SEE ELEVS. FOR SPACING I ES1003 1 FRAME HEAD 6063-T6 - 2 ES2012 1 FRAME SILL 6063-T6 - o MIAMI-DADE COUNTY APPROVED _ O 3 3 ES2003 1 FRAME JAMB 6063-T6 Z �. MULLION & MULLION ANCHORS SEE SEPARATE NOA 5 ES1005 I/ VENT FIXED RAIL (AT SPRING LATCHES) 6063-T6 - p v I 5A ES1051 1/ VENT FIXED RAIL (AT SWEEP LATCHES) 6063-T6 - h 6 ES2004 I/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 6063-T6 - C C p 6A ES1053 I/ VENT H.D. VENT MEETING RAIL (AT SWEEP LATCHES) 6063-T6 - d �tl U 6.1 £S-2004A 1/ VENT H.D. VENT MEETING RAIL (AT SPRING LATCHES) 6063-T6 ALTERNATE TO 6 C 6A.1 ES-1053A 1/ VENT H.D. VENT MEETING RAIL (AT SWEEP LATCHES) 6063-T6 ALTERNATE TO 6A Q U a 7 ES1007 2/ VENT TOP AND BOTTOM RAIL _- 6063-T5 v 0 rrll O27 \ v' 27 8 ES1006 1/ VENT JAMB STILE 6063-T5 - a �g 9 ES1103 AS REQD. GLAZING BEAD 6063-T6 - 0 0 `i ALT. 10 ES2002 I SILL TRACK INSERT 6063-T5 - 0 cu cu 3 Ft TYPICA9r=L ANCHORS 11 ES2011 AS REQD. STD. SILL RISER 6063 TS Q N SEE ELEV. FOR SPACING �j, z N - 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063-T6 AT 8" FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK Q W (� 129 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C1 B251 N AS REQD. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 14A W23221NG AS REQD. FIN SEAL PILE W'STRIPPING - ULTRAFAB j 15 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 16 #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS CRS P.H. SMS i7 W2321 NG AS REQD. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB z M 18 W2329ING AS REQD. FRAME JAMB W'STRIPPING - ULTRAFAB N 19 WPHL-100 2 BAFFLE - M & M PLASTICS ni J m 20 #6 X 1/2" 2/ BAFFLE BAFFLE SCREW - F.H. SMS ZE �L(D Ln 21 ES1104 AS REQD. GLAZING GASKET NEOPRENE - g ••• ^ n 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - • • �M •••• •�• N • ' 23 ES2006 2/ VENT ROLLER BRASS/ST. ST. - ••.LLL 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - ••••• 25 - 1/ WEEP OPEN CELL FOAM PAD - I" X 3/4" X I- LONG •••• 1 ''� • W L v 26 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL • •• C,4 27 • 27 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL • • • ••••• 28 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM DUROMETER 75±5 SHORE A..... • •• • Vl • z • a C us O O h LLJ 0 N N ice. C) j X •N O O O D R .� � o omti ALT. N 0 . ..... En9r. JAVAD AHMAD ,c CML N FLA PE / 70592 9' 1PRODLiCf RENEWED c A 3538 a9 cormlyws veldt the HOMO z Builda_ •y_ v f- LO$� -• J AR0°cgt N'�t`"/e E droving no. TYPICAL ANCHORS %' `! r SEE ELEV. FOR SPACINGL � �' CT 14 W04-101 Munn Daae Product sheet 4 of 8 1/4" MAX. VENT WIDTH QI _ SHIM O 12 D.L.O. O I 1/4" IAAX. Z h 3 3 13 SHIMS ( i ) ) C F z 18 w a 7.91BY 6.1 v_ WOOD BUCK O p O METAL _ _ -- O w S v STRUCTURE - - - - _ _ _ - _ _ _ _ _ , --_____ ___ -_-_ LL 17IS - v 17 v __ 89I�_ __-_ _ w ; - - - - - > o • -----_SCREEN OPT. 7a SEE ELEVANCHORSTYPICAL - Q p I v rr FOR SPACING O N 5 215 21 < uw, - h z49o L.O. ° ALTERNATE VENT MTG. RAILS J (7 M EXTERIOR • ° Q �7 0 WINDOW WIDTH TYPICAL ANCHORS XO LAYOUfi SEE ELEV. FOR SPACING OX OPPOSITE _ n v I C-4 3 to O cs o C VENT WIDTH ZI o )<-1/4" SHIM V) J m 12 VENT WIDTH 1/4" MAX. AIAX. 13 O SHIMS w n 2�Y WOOD BUCK 38 6 p a i •• •�L�I•�ry n ••••:• 0 V/00 STRUC RE o. TYPICAL ANCHORS ¢ ! t��t •• _ SEE ELEV. FOR SPACING ••• • o 3:: J ,o •••'•• •••• w VJN < ••• 09 17r ••••• •� W ••i••• • Ln • • %-----SCREEN OPT --� - - - 4_ 7�� -- SCREEN OPT.----� :��:�: �• 70 • • • •••••• 11 BY 1BY : •�• $ i••••i WOOD BUCK •• • m • • EXTERIOR WINDOW WIDTH o 7 4 PRODUCT RENBWED Y XOX LAYOUT 8comptyWIlding c�ng�,ldttbePlortda 4 w o T40 lzcn2o 1/4" MAX O TYPICAL ANCHORS R SHIMSALT. MIAMI-RADE COUNTY SEE ELEV. FOR SPACING 27 APPROVED MULLION y SEE SEPARATE NOA �_ Missmi Dade Product Control C y o 0 0 a H o fO `� ogi o0 4 VENTS WITH ' � " � �' ° SPRING LOADED LATCHES Engr. JAVAD AHMAO (o d _n 4° e CIVIL N L. i FLA. P 70592 = C.A. . 3538 ° v � v v t t ° TYPICAL ANCHORS _ - - - �-----_______ y o u .4 SEE ELEV. FOR SPACING drawing no. WINDOW WIDTH WINDOW WIDTH4 OCT 2 14 W04--101 sheet $ of 8 VENT WIDTH O 1/4' MAX. i o- SHIM- o - -D.L.O. @ _ _ 1/4" MAX. Z n SHIMS C z • 3 186A SA.1 2 LU L -p 1BY /, WOOD $UCK 1 11 O p O METAL _ _ - d v O -71 STRUCTURE _ _ - - _ _ _ _ - - - v -- - - -- Igo2 2 �+ V h v 7 ti 17v 17 8 y __-_ = __ _== a0w -----SCREEN OPT. -------- + + - TYPICAL ANCHORS -------- - - - 0 n 4b SEE ELEV. 0 �- o FOR SPACING +>.O0 21 Sp 21 Q w u. N 5A LLw = M D.L.O. ' ALTERNATE VENT MIG. RAMS EXTERIOR WINDOW WIDTH XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING _ OX OPPOSITE v �. 1 N p t0 d u*) Z � M O VENT WIDTH 1/4" SHIM VENT WIDTH 1/4" MAX. J M LL MAX. p N SHIMS w \ 3 x in Q� 2Y WOOD BUCK 18 6A v • • j Q�'.�` n 0 • • r. M �1 •••••• • WO STRUC REQ o. TYPICAL ANCHORS •• • N • 23 _-_ - _-_ - SEE ELEV. FOR SPACING 004:64 LL.IT ••••:• •••••• N +7i 0 • • LAF_9r_.':7 . E T_ I - +--)+ v • w tR.cti1• 17 17v •••••• •••� ••i••• • • �-----SCREEN OPT ----- --"`- SCREEN OPTr-- -0 •••••• • 5A 1BY • • ri U • • 21 WOOD BUCK •••• i • •w 12 ••••� EXTERIOR " . WINDOW WIDTH a PRODUCTRENEWEU XOX LAYOUT as complying with the Florida N N a !?<En Code 2 J. y z a Ace No °z 7 D_ =ctCOn�'w TYPICAL ANCHORS MIAMI-DADE COUNTY SEE ELEV. FOR SPACING FAPPROVED MULLION �y0 00SEE SEPARATE NOA Miura;Dade o N n m ri of J�41;) VENTS WITH °_ " ` SWEEP LATCHES 17 £nqr. JAVAD AHMAD ML 04 FLA. PEXJ 70592 CAN. .3 y Q u ------------- drowing no. F WINDOW WIDTH WINDOW WIDTH W04--101 sheet 6 of 8 857 V) 2.330 .837 � 2,063 2.063- .715 .063-.715 � v 1.434 .803 045 .062 062 3 813 �_ .305 Q Lu • 2.186 062 1.344 .0 2 L,393' 930 1,630 930 1,630 � Q II.�9��. � 7 .9301 O o v ro 813 VENT TOP/BOTTOM RAIL O9 GLAZING BEAD 1.250 1,250 L 2.188 1.421 0 8 h H.D. MEETING RAlL H.D. MEETING RAIL _ _ � o � 930 1.400 O AT SPRING LATCHES 6A AT SWEEP LATCHES MM M L>u 00 062 0 0. Q O1 FRAME HEAD .949 1,122 '760 2.063 2.063 0 0$tc-0 125125 Oe • 992 1.118 tw Q W� F 868 {�, 2 In - M 1.149 .562 .562 � Lf) �, .062 1 .078 1 J Z MNN .813 TYP' 062 1.630 .062 1.630 Q to ei 1,230 .868 868 .489- .983 489.983 1.250 .813 12 VENT LATCH 1.250 ole ala 0 JAMB STILE o 3.437 2'816 I�-2.190 H.D. MEETING RAIL H.D. MEETING RAIL �t tn 062 6.1 AT SPRING LATCHES 6A 1 AT SWEEP LATCHES z .068 0 .770 ,500 � U Q 2.181 N J m W 2.113 J .450 N 500 2,268 1.675 .994 �{ w I z tD h n 2,330- FLUSH 27 �•• Q 1 •...• FLUSH FRAME ADAPTER 1.212 1.212 C1r • .992 Z.v*_j cn • .046 .992 •••••• Qo Z LL- C14 ••••• 2O FRAME SILL •••:•• • 062 .... cn a .� L.0162 Lt1N 1.250 w.259 ••�..' (� •.�• ~ •••.• SILL RISER .062 z50 FIXED RAIL FIXED RAIL •••••• • 312 O AT SPRING LATCHES SA AT SWEEP LATCHES : : •••:. • • �j L) • 1.098 09 0 0 04 • Y a 84 o_ v o C N Q � 10 SILL TRACK N N Ww o n t 0 z � e O N a O 2.130 QoN � o '6 'w n m Mi of j 0 0 0 0 N OUt .062 ' o 2,392 2.555 En9r:JAVAD AHMAD g C-4 1.678 282 V _ FLA 70592 � 868 PRODUCT RENEWED LoiLda C A . 538 v a -- -- - - - - - - -�--- --- -mss oomplY 'g with the - o _ BuSiding�� $ y v v Accept oneDatz ' L969J >�x 1, drawing no. Miami Dade product Caniro W04-101 O3 FRAME JAMB sheet 7 of $ i5 U w o � o 15 0 ~ J Q. N � d- 01 C U - a � � o 0 M W M O aQo 8 � oma 0 aWti � LL z JZM(� Q QWei�L �` FRAME TOP CORNER /' f�J//ifcy�J3 1�/f///Jij�� •00000000••••••••• •• g ��r• •J!3-wvC*4 VENT TOP/BOTTOM CORNERJ15 E W 40 g LL- MNM •000.0•0 U.J •Z • •0•000•0 W� -i lW000• • 0• N •00• 0000000000 00000 0 000 •• 0000•••• • •• • • • • • •000• • • • • W W • • • _ _ 0000• •• • • to • g � Lo � yy�Q ZZ�Q ®® N w O O t U' Z 2 N b O r r O ul n N n OJ a O D O O •� � U D W 1� FRAME BOTTOM CORNER O En9r: JAVAD AHMAD �o IVIL FLA / 70592 pRODUCC RMEWED C.A. 3538 complying with the Florida _o Building Code2, Y Acceptance No 1.4"0(:T2✓' � }� ati 16 Ex trottDate .' Cl / p drawing no. lr f `! BY � . � `:Y W04-101 FIXED MTG. RAIL CORNER Miami Dade Product Control., sheet 8 of $ r - k J n STRUCTURAL CALCULATIONS •••• . . . .... ...... Project: ...... .... ...... 35 NE 91 ST MIAMI SHORES """ • .... . ..... .. .. .... ...... ' Table of Content ' . .. . . ... . . Description Page Input Data 1 r Wind Pressure for Components and Claddings 2 Structural Design Loads 5 Joist Design 6 Rafters Reaction 7 Plywood Design 9 Concrete Beam Design 10 Masonry Walls 18 Footings Design 21 1 „ 0 PROJECT: 35 NE 91 ST,MIAMI SHORES Date: 23-Aug-15 TASK: Wind Pressure Calcs Proj. No.: ^ WIND CODE REQUIREMENT: FBC 2010 AND ASCE 7-10 0000 _ Building Miami-Dade Count Broward Count Other-Coun ies•• 000000 Category V Ultim. V Service V Ultim. V Service V Ultfm. V •, 1 165 128 156 121 •• a'FI ) •••••• II 175 136 170 132 anes aries :....: III and IV 186 144 180 139 (Vanes • Service Factor to affect Ultimate Pressure, S .= a.6Q • . .... ...... WIND DATA •••••• Ultimate wind speed, V= 175 mph (3-sec. gust) : .•. :....: Building Category: 11 • Exposure Category: C Opening Condition: 3 Enclosed Directionality Factor Kd = 0.85 GEOMETRY DATA Largest Building Dim., L= 39.00 ft Smallest Building Dim., B= 52.00 ft Roof Average Height, h = 12.50 ft Roof Pitch x/12,x= 3.50 in 16.26 deg. Roof Overhang, Lo = 1.50 ft Building Enclosure Condition: (6.2 Definitions) 1 Open 2 Partially enclosed 3 Enclosed Area of wall considered for classification,Ag = 100.00 ft2 Area of all other walls in building balance, Agi = 100.00 ft2 Total Area of Openings in wall, Ao = 0.00 ft2 0.00% Area of openings in building balance,Aoi = 0.00 ft2 0.00% 0.01Ag = 1.00 ft2 Min. of 4 Wand 0.01Ag = 4.00 ft2 Ao/Aoi = 999.00 Aoi/Agi = 0.00 Open building condition: Partially enclosed condition: Is Ao > 0.8Ag? No Is Ao > 1.1Aoi? Yes Is Ao> Min.? No Is Aoi/Agi < 0.20? Yes Selected design condition: 3 Enclosed Gust Effect factor r G = 0.85 Topographic Factor: Kzt= (1 + Kj K2K3)2 For Miami-Dade and Broward, K, = 0.00 Kzt= 1.00 1 J - G - WIND PRESSURE ON COMPONENTS AND CLADDINGS Project: 35 NE 91 ST,MIAMI SHORES BASED ON ASCE 7-10,FOR BLDGS W/MEAN ROOF HEIGHTS 60 FT Task: Wind Pressure Calcs Ultimate Wind Speed,V= 175 mph Exposure: C Ze= 900.0 ft • Conditions and pea3arleters •..••. Ht.,h= 12.50 ft a= 9.5 ' •• •Roof Areas•• Walls Max.Truss Span,Lo=21.00 ft Kd=0.85 Kn= 1.00 Zone %<7° 7<0 J7<" • Kz=Kh= 0.85 flag •9. • 1.00 •0.00 •10 • Min.building width:B= 39.00 ft Roof pitch x/12,x= 3.50 in. Zone 1: -0.99 Q.00 TwEr • Min.of 0.1•B vs 0.4 h= 3.90 ft O= 16.26° 0%red. (wall 4,5y, 0.00• 0.8 • •e.eo 0.70 Max.of 0.04.6 or 3 ft= 3.00 ft Roof parapet height,hp= 0.00 ft one 2: 1.7 0.00 71% •• Then Zone 5 width a= 3.90 ft wall 44 DW -1.29 .90 -0.96- Enclosure Enclosure Condition: 3 (GCp;)[+]= 0.18 ZE1,2,3O.30 -2.60' '8.00 -1.4tf';' Overhang: 1.50 ft (GCp;)[-]= -0.18 (w -2.00 '0.00 -0.80•Overhan GC9( p) = 0.00 Zo0.5 • • .90Po0.3 --6-80 • Are press.on zone 4-5 for windows? N Max.Cladding Area: • Max.Wall Area: •• • Calculation of wind pressure for Ultimate Wind Velocity: Basic Veloc.Pressure: qY=0.00256•KZ Krt Kd•V2 qh= 56.57 psf p=p,t=gh•[(GCP)-(GCpi)] Calculation of wind pressure for Service Wind Velocity: Factor to affect Ultimate Pressure,S= 0.60 (From'Input'sheet) per,,,=S•puh Note:Kd is used in conjunction with ASCE load combinations.See sheet'Load' COMPONENTS AND CLADDINGS ON BUILDING SIDES Edge Effective Cladding Effective %Cladd. (GCp)[+] Ultimate Pressure Service Pressure Distance Width Height Area in Zone 4 GC - p[+] p[_] P[+] P[_] Mark [ft] [ft] [ft) [ftq Zone 5 and 5 Zone 4 Zone 5 [psf] [p [psf] [psf] Wall Zone 4 3.90 4.17 12.50 52 0.00 0.87 -0.97 -1.15 59.6 -65.3 35.8 -39.2 Wall Zone 5 0.00 3.90 11.70 46 100.00 0.88 -0.98 -1.17 60.2 -76.2 36.1 -45.7 Window48x62 5.00 4.00 5.16 20.64 0.00 0.94 -1.04 -1.291 63.6 59.3 38.2 -41.6 Window37.5x38.5 5.001 3.08 3.16 9.73 0.001 1.00 -1.10 -1.40 66.8 -72.4 40.1 -43.4 Window37.5x38.5 2.001 3.08 3.16 9.73 61.69 1.00 -1.10 -1.40 66.8 -82.9 40.1 -49.7 Window37.5x50 3.001 3.08 4.16 12.81 29.22 0.98 -1.08 -1.36 65.7 1 -76.0 39.4 -45.6 Window20x38 5.00 1.66 3.16 5.25 0.00 1.00 -1.10 -1.40 66.8 -72.4 40.11--43.4 Window20x38 5.001 4.33 316.00 1368.28 0.00 0.70 -0.80 -0.80 49.8 1 55.4 29.9 -33.3 (') Claddings in this program are defined as attachments or elements other than wall and roof framing structures. Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface,respectively. 2. Pressure values given on the last two columns have the influence of Zone 5 already included. COMPONENTS AND CLADDINGS ON ROOF Edge Effective Cladding Effective %Cladd. (GCp)[+] Ultimate Pressure I Service Pressure Distance Width Length Area in Zone 1, (GCp)[-] p[+] p[_] p[+] P[_] Mark [ft] [ft] [ft] [ftq Zone 2 2 and 3 Zone 1 Zone 2 1 Zone 3 [psf] [psif] [psf] [psf] Roof Zone 1 3.90 7.00 21.00 4.381 0.00 0.50 -0.90 -1.70 -2.60 38.5 -61.1 23.1 46.7 Roof Zone 2 0.00 7.00 21.00 4.38 100.00 0.50 -0.90 -1.70 -2.60 38.5 -106A 23.1 -63.8 Roof Zone 3 0.00 7.00 21.00 4.381 0.00 0.50 -0.90 -1.70 -2.60 38.5 -157.3 23.1 -94.4 1st Int.Rafter 1.001 1.001 21.001 21.001 100.00 0.44 -0.87 -1.54 -2.41 34.8 -97.2 20.9 -58.3 Other Int.Rafters 1 3.001 1.001 21.001 21.001 90.001 0.44 -0.87 -1.54 -2.41 34.8 1 -93.4 20.9 56.1 (') Claddings in this program are defined as attachments or elements other than wall and roof framing structures. Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface,respectively. 2. Pressure values given on the last two columns have the influence of Zone 2(only)included.See note 3 below. 3. Claddings within zone 3 and/or w/areas affected by zone 2 on more than one side must be analized separately. Y WIND LOAD PRESSURE ON OVERHANG < 7<e<27 < Apply Ult.Press. Serv.Press. flag- 0.00 1.00 0.00 %OH in Overhang(GCP)[-] p[-] p[-] Roof 1: 0.00 0.00 0.00 0.00 Mark ea.Zone Zone 1 1 Zone 2 1 Zone 3 [psf] [psf] (wall 4,5)--0-0-0-r 0.00 0.00 0.00 Roof Zone 1 0.00 0.00 -2.20 0.0 Roof2:0 .00 -2.20 0.00 -2.20 Roof Zone 2 at mid area 100.00 0.00 2.20 124.5 74.7 (wall 4) 0.00 2.20 0.002.20 -_ Roof Zone 2 at comer 1 0.00 -2.20 -3.70 - 1 0.0 Roof 3: 0.00 -3.70 1 0.00 1 -3.70 Roof Zone 3 1 100.00 -2.20 -3.70 -209.3 -125.6 (wall 5) 0.00 2.50 1 0.00 2.50 2 WIND PRESSURE ON MAIN WIND-FORCE RESISTING SYSTEMS Project: 35 NE 91 ST,MIAMI SHORES BASED ON THE ASCE 7-10, FOR BUILDING STRUCTURES Job No.: Wind Pressure Calcs ,STANDARD BUILDING STRUCTURES • •• *000:0 . . Building and Wind Data: .....• 0000 6•0•• ...... Exposure Category: C L:••••• 51.9Q.1• • Openings Condition: 3 B=0000 39.00 ft Wind Velocity,V= 175 mph h".". 12.$06 00 00' Roof Angle, tl'= " 16..Waegrees" ...... 00 Ke= 1.00 ...... G,y= 0.85 :••••• Kd= 0.85 GCpil+j s 01 it ... :.... a= 9.5 zg= 900 GCp;(-)_ -0.18 •• • CALCULATION OF DESIGN WIND PRESSURE PRESSURE ON WALLS p=q•Gh-Cp-gh(Gcp;) (To be applied to projected area normal to wind) q=gz,orq=qh, q,,= 56.6 psf Windward pressure qZ = 0.00256KZKnKdV2 qZ/kZ= 66.6 psf Cp(+)= 0.80 z Kz qZ p M p(-) . _ IN [psf] [psf] [psf] 0 0.85 56.6 48.6 -10.2 1.25 0.85 56.6 48.6 -10.2 2.50 0.85 56.6 48.6 -10.2 3.75 0.85 56.6 48.6 -10.2 5.00 0.85 56.6 48.6 -10.2 6.25 0.85 56.6 48.6 -10.2 7.50 0.85 56.6 48.6 -10.2 8.75 0.85 56.6 48.6 -10.2 10.00 0.85 56.6 48.6 -10.2 11.25 0.85 56.6 48.6 -10.2 12.50 0.85 56.6 48.6 -10.2 r 3 -Leeward pressure From Fig.6-3: L/B= 1.3333 Cp= -0.43 ••••(Fig.6-3) 0000 0000.. P=gh-Gh'Cp-gh(GCpi) P= -31.0'psf .••. •. 0000.. Pressure on Side Walls •••••• ::0090: : 0000 0000.. 0000 . 0000. From Fig.6-3: Cp= -0.ZQ0000 000(.Fig.6-40:0 0 0000* 0000 0000.. P=gh-Gh'Cp-4h(Gopi) P= -43.81P � • PRESSURE ON ROOF(FOR GIRDER DESIGN) ;••.•; Wind Normal to Ridge Windward h/L= 0.2404 Cp,max is interpolated within the matrix below 15.0000 16.2602 20.0000 0.0000 0.0000 0.0504 0.2000 Cp,max= 0.05 0.25001 0.0000 0.0504 0.2000 P=gh-Gh-Cp-gh(Gopi) Pmax= 12.6 psf Cp,min is interpolated within the matrix below 15.0000 16.2602 20.0000 0.0000 -0-5000 -0.4496 -0.3000 Cp,min= -0.45 0.2500 -0.5000 -0.4496 -0.3000 P=gh-Gh-Cp-4h(Gcpi) Pmin= -31.8 psf Leeward From Fig.6-3: Cp= -0.70 p=gh-Gh-Cp-gh(GCpi) P= -43.8 psf Wind Parallel to Ridge Windward and Leeward From Fig.2: Cp= -0.70 P=gh-Gh'Cp-gh(Gcpi) P= -43.8 psf I 3 Project: 35 NE 91 ST,MIAMI SHORES Task: Wind Pressure Calcs STRUCTURAL DESIGN LOADS 0000 ROOF TRUSS OR RAFTER LOADS • 0000 0000.0 000 000 _ ..0.. 0 .. DEAD LOAD ' ' 000 0000.. Trusses/Rafters 5 psf •••••• • 0000.. Mech. ducts& Misc. 2 psf "" ' 0000.. Clg. & Insul. 3 psf •::� 0"0• Roofing 10 psf �����• ���� ��•�� ,.0LaOctoredlr�ad ,,,,,, Total DL= 20 psf 9.2... 24.0 psf . . . . . 0000.. 00..00 LIVE LOAD 30 psf 1.6.•0 48:0 psf :0000: Total: 50 psf 1.44 72 50ps? WIND LOAD As per attached Wind Pressure Calculation. See Sheet'CladLo' WIND NET UPLIFT(For 1-story areas) ASCE 7-10 Applicable Load Combination: Comb. 7: 0.613+0.6W D = Dead Load W= Wind Load 0.6D = 12 psf Designer's selection of Minimum D.L. for uplift calc.: Use 0.6D or 10.0 psf whichever is smaller Roof Zone 1 x 0.6= -36.7 psf Less minimum DL 10.0 psf r Net Uplift= -26.7 psf Roof Zone 2 x 0.6= -63.8 psf Less minimum DL 10.0 psf Net Uplift= -53.8 psf 4 0 Project: 35 NE 91 ST,MIAMI SHORES Date: 23-Aug-15 Task: Wind Pressure Calcs Proj. No.: 1-SPAN ROOF JOIST DESIGN MATERIAL W Str.No.: 2 -- E =:••w132000Ulpsi] Wood Fb = 1200 [psi] • 000000 606:60 • • • 60000• DESIGN LOADS • • •0606: Dead Load •••6 6 66•�w ...... .... ..... • w • Y Slab or deck: 5 (psf] •• •• 6.66 6.66•• Beams or joists: 10 [psf] ••• • S.I. dead load: 10 [psf] :'•"' • w • 666666 Total DL: 25 [psf] •• ••• • • • w Min. DL: 15 [psf] Live Load Service live load: 30 [psf] Additional S.I. live load: 0 [psf] Total LL: 30 [psf] Wind Load: (Info from cladding pressure calculations) 1stbm/jst. Dn.Press: 10.0 [psf] 0.6 Uplift: -63.8 [psf] Int. bm/jst. Dn.Press: 10.0 [psf] 0.6 Uplift: -36.7 [psf] JOIST DESIGN Final Design Loads Shear Shift Factor from Plywood for Reactions: 1.00 DL+LL mDL+DP mDL+U 1 st beam/joist 55.0 25.0 -48.8 fpsfl Wind allow. factor: 1.00 0.83 1.25 Interior beamfJoist 55.0 1 25.0 -21.7 [psf] Wind allow. factor: 1.001 0.831 1.25 Selected Size 2x12 -- _ _ Nominal width: 2.00 [inch] �NetWidth bj: 1 5 [inch] Nominal depth: 12.00 [inch] I NetDepth dL____11.25 nchL__I Span length, Lj: 21.00 [ft] l Section A= 16.88 [in2] Overhang Length, OHj: 1.50 [ft] i Section 1 = 177.98 [in4] Trib. width 1 st bmfjst: 1.00 [ft] ,_Section S ___ 31_64_(in31 Trib. width Int. bmfjst: 1.00 [ft] Redi _stribution Factor: 1.00 Calculated values and size verification (Note:Pos. Moment does not consider overhang) Unif.Load Pos.Mmnt Ne .Mmnt MaxReact Design f Re 'd S _ Downward: 55.0 3031.9 -61.9 662.9 1200.0 30.32 Ok. Uplift: 48.8 -2690.1 54.9 -588.2 1500.0 21.52 Ok. Downward: 55.0 3031.9 -61.9 662.9 1200.0 30.32 Ok. Uplift: 1 -21.7 -1196.2 24.4 -261.61 1500.01 9.571 Ok. 6 D-4-1 Project: 35 NE 91 ST,MIAMI SHORES Task: Wind Pressure Calm TRUSS REACTION CALCULATION USING COMPONENT & CLADDING FORCES (FBC-2010 & ASCE 7-10) • GRAVITY LOADS From Sheet'Load': Net Total Load,w= 50 psf NET UPLIFT REACTIONS U= Net Uplift Reaction G = Gravity Reaction Type Yes for application of the note below Note: Factor of 0.6 to ultimate wind-speed pressure has ALREADY been applied on sheet'Load' From Sheet'Load': Net Zone 1 Uplift: p, _ -26.66 psf From Sheet'Load': Net Zone 2 Uplift: P2= -53.81 psf From Sheet'CladLo': a = 3.90 ft To account for Zone 2 at interior areas, p, is affected by c= 1+i4a/L�(p2-p,))'p3::• .... •• For Jack and Hip Trusses, p, is affected by c= 1+(2a/LT)(p2-p1)/N,0 : . .. Max. value of c= 1 + (p2-p,)/p, (when 4a > LT) for regulat tiles 0000 900000 Max. value of c= 1 + (p2-p,)/p, (when 2a > LT) for jack tQ;;;or moposl4pe roof 0 .0966. _ 0000 00000 For Girder-Trusses b= Trib. Width 0000.. 0000 0000 0.6 .. .. 0000 0000.. Uplift is a function of Gravity Reaction G as follows: :• 6• . . . . 0000.. 9...00 U = [(cp1/w)•G + (p2-p1)-a-b] _ -0.533•�s� -105.9�b. Lb:.... Note: Where Zone 2 at support does not apply, 2nd factor is set to Aro• / For all Typical Trusses Uplift is a function of Gravity Reaction G as follows: U = ([cp1 + (2•a/LT)•(p2-p1)]/w)-G= ( -0.633•c -4.236/L T)•G Lb Note: Where Zone 2 at support does not apply, 2nd factor is set to zero TRUSS AND RAFTER REACTIONS Truss 1 -Above Master Bedroom Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Zone 2,a= 3.90 ft Zone 1 Zone 2,2a= 7.80 ft Zone 1 Zone 2,a= 3.90 ft Gravity Uniformly Distributed Load L(+� �— 0.00 —� 21.001.50—� Span, L= 21.00 ft (C. to C. supports) Overhang, Lo= 1.50 ft C. supp. To edge, One Side Only Side: O Truss Spacing, b= 1.00 ft (Side: O=One, B=Both) Single Overhang is always assumed6al&0e RIGHT side Member Type: T (T=truss, G =Girder-truss) 0000 0090:0 ••' Ow talc. of upaft Total LT= 21.00+ 1.50 = 22.50 ft A ty•:•• •fa*•ctors abgve � *••••• pp .•••• ) • C= 1.71 Zone 2... Net Uplift 0000 . RL= 50.00.1.00.21.00/2= 525 Lb Y'0909' • -576 Lb••;••• RR= 50.00.1.00•(21.00/2 + 1.50) = 600 Lb Y":": ."tdS9 Lb000"•" .. .. 0000 0.. . 0000.. . . . . 0000.. 0000.. .0 . r Project: 35 NE 91 ST,MIAMI SHORES Date: 42239 Task: Wind Pressure Calcs Proj. No.: SINGLE SPAN ROOF PLYWOOD DESIGN MATERIAL P Str_No.: 3 -- E = 1815000 [psi] Plywood Fb = 1650 [psi] DESIGN LOADS Dead Load Slab or deck: 5 [psf] Beams or joists: 5 [psf] S.I. dead load: 20 [psf] Total DL: 30 [psf] Min. DL: 10 [psf] - Live Load Service live load: 100 [psf] Additional S.I. live load: 0 [psf] .... Total LL: 100 [psf] . . .. • . . .... Wind Load: (Info from cladding pressure calculations) ..•' '• 1st span: Dn. Press: 10 [psf] (Aver. betmec.ext. & 1st Int. stud . 0.6 Uplift: -63.8 [psf (Aver. betyeen•ext. 66 aAlnt. stud• • • 2nd span: Dn. Press: 10 [psf] 0.6 Uplift: -36.7 [psf] •....• ...... JOIST DESIGN • Final Design Loads DL+LL mDL+DP mDLttJ 1 st beam/joist 130.0 20.0 -53.8 fpsq Wind allow. factor: 1.00 0.70 1.33 Interior beam/joist 1 130.0 1 20.0 -26.7 [psf] Wind allow. factor: 1.00 0.70 1 1.33 Selected size & type: 5/8 CDX Unsanded Width 12.00 [inch] Total Width: 12.00 Depth 0.63 [inch] Real depth____0.5.9_375 Span length: 1.33 [ft] r Section A = 2.33 [02] - Trib. width 1 st span: 1.00 [ft]. Section I = 0.12 [in4] Trib. width 2nd span: 1.00 [ft] I Section_S_ =_____0.38 Jin3L--- Cont. __Cont. or Re-dist. Factor: 0.85 Calculated values and size verification Unif. load Moment Reaction Design f Re 'd S 1st span Downward: 130.0 24.4 86.5 1650.0 0.18 Ok. Uplift: -53.8 -10.1 -35.8 2194.5 0.06 Ok. 2nd span Downward: 130.0 24.4 86.5 1650.0 0.18 Ok. Uplift: 1 -26.7 -5.0 -17.8 2194.5 0.03 k. 5 _ Cd�C(Z�� --►�1 DFSI CQ?�- J-L • ( � I X(sTiu6 � s� x air + 15 5' 2 : � 3 DL �5 Ips x�al��a }15, a = � C I)L x (-,3,41 ')2. "-G1 - P� � l . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... . . . . ...... Title Block Line 1 Title: Job# 01 You cavi changes this area Dsgnr: _ using the"Settings"menu item Project Desc.: and then using the"Printing& Title Block"selection. Project Notes _Title Block Line 6_-- Concrete Beam Design File:C:lUserslAdmisitratorlDocumentslENERCALCData Fileslmiamishores.ec6 ENERCALC,INC.1983-2010,Ver:6.1.03 Description: r NEW CONCRETE ROOF BEAM Material Properties_ _ Calculations per IBC 2006,__ CBC 2007,ACI 318-0_5_ *fc 1/2 = 3.0 ksi Phi Values Flexure: 0.90 fr= fc * 7.50 = 410.79 psi Shear: 0.750 y Density = 145.0 pcf R 1 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC&ASCE 7-05 Fy-Main Rebar = 60.0 ksi Fy-Stirrups = 40.0 ksi E-Main Rebar = 29,000.0 ksi E-Stirrups = 29,000.0 ksi Stirrup Bar Size# # 3 @ +;► Num of Bars Crossing Inclined Crack = 2 8 I " Dr0.I WO 361 /-� 6"wx 12"h %� Span=13.160 ft Cross Section&Reinforcing Details Rectangular Section, Width=8.0 in, Height=12.0 in -- Span#1 Reinforcing.... 246 at 2.250 in from Bottom,from 0.0 to 13.160 ft in this span _Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 • Uniform Load: D=0.30, Lr=0.360 k/ft, Tributary Width=1.0 ft,(GRAVITY) DESIGN SUMMARY . s Maximum Bending Stress Ratio = 0.644: 1 Maximum Deflection - _ Section used for this span Typical Section Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Mu:Applied 21.562 k-ft Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Mn'Phi:Allowable 33.485 k-ft Max Downward Total Deflection 0.283 in Ratio= 557 Load Combination +1.40D+1.60Lr Max Upward Total Deflection 0.000 in Ratio= 999 Location of maximum on span 6.580ft Span#where maximum occurs Span#1 Vertical Reactions-Unfactored Support notation:Far left is#1 -------- Load Combination --S-u ppo--r-t----Spu-ot 2- Overall ------------ - ----- ---------- "'•• ------- MAXimum 4.343 4.343 - --- - -' ----''~'--�'-'•;' D Only 1.974 1.974 see* ' 6 .••. ' D+Lr 4.343 4.343 9999•• 9000 900000 D+L+Lr 4.343 4.343 0600** • 9 9 9999•• Shear Stirrup Requirements _ _ _ •"". :•••** ' #3 stirrups(2 legs) at 5.00 in o/c from 0.00 to 2.67 It along span, Condition:PhiVc/2<Vu<=PhiVo �'•' ' ---":`�. No Stirrups Required from 2.71 to 10.45 ft along span, Condition:Vu<PhiVct2 •9;000 "00000 `••'• "••• #3 stirrups(2 legs) at 5.00 in o/c from 10.49 to 13.16 ft along span, Condition:PhiVcl2<Vu<=PhiVc •• 9• 0.0• ••••9• • Maximum Forces&Stresses for Load Combinations Load Combination - Bending Stress Results (-k-ft) Location(ft) •••••• Segment Length Span# in Span Mu:Max_ Phi*Mnx Stress Ratio : •'• :.•••: MAXimum BENDING Envelope - • . • Span#1 1 6.580 21.56 33.49 0.64 +1.40D+1.60Lr Span#1 1 6.580 21.56 33.49 0.64 +1.20D40.5OLr+1.60L+1.60H Span#1 1 6.580 11.69 33.49 0.35 +1.20D+1.60Lr+0.50L Title'Block Line 1 Title: Job# _ You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes Title Block"selection. Title Block Line_6 _ _ _ a«; 1 =�J-^MI Concrete Beam Design File:C:1UsersVAdmisitratoADocuments\ENERCALC Data Fileslmiami shores.ec6 g ENERCALC,INC.1983-2010,Ver:6.1.03 Description: NEW CONCRETE ROOF BEAM Load Combination Location(ft) Bending Stress Results (k-ft) — Segment Length Span# in Span Mu:Max Phi'Mnx Stress Ratio Span#1 1 6.580 20.26 33.49 0.61 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr --- ----- 1 �--0.2831 6.745 ------- �------ ----- 0.0000 0.000 . . .... ...... ...... .... ....% ...... .... ..... .. .. .... ...... . . . . ...... Title Block Line 1 Title: Job#Dsgn You can changes this area Project using the"Settings"menu item Proect Desc.; and then using the"Printing& Project Notes Title Block"selection. Title Block Line 6 _ _ ___ ____.____ _ _ ---- ---- File:C:1Users\AdmisitatoADocuments\ENERCALC Data Fileslmiami sh�6.1.003 -' Concrete Beam Design ENERCALC,INC.1983-2010,V Description CHECK EXISTING TIE BEAM Material Properties_ _ _ _ Calculations per IBC 2006,CBC 2007,ACI 318-05 -fc = 3.0 ksi Phi Values Flexure: 0.90 fr= fc1� " 7.50 = 410.79 psi Shear: 0.750 yf Density = 145.0 pcf R 1 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC &ASCE 7-05 .5 Fy-Main Rebar = 60.0 ksi Fy-Stirrups = 40.0 ksi E-Main Rebar = 29,000.0 ksi E-Stirrups = 29,000.0 ksi Stirrup Bar Size# # 3 ap Num of Bars Crossing Inclined Crack = 2 r r r - 8"wx 12"h __ 0000 Span-20.330 ft • • 0000 0000•• •0••0• 0000 •0000• Cross Section&Reinforcing Details *00000 ' Rectangular Section, Width=8.0 in, Height=12.0 in 090000 ' Span#1 Reinforcing.... •"' 0000• 246 at 2.250 in from Bottom,from 0.0 to 20,330 ft in this span •••••• •••• 00000 A lied Loads Service loads entered.Load FaMrErNMII be appReli'far calculaliblIs. pp _ ••.�r�-• -.- Load for Span Number 1 • Uniform Load: D=0.460, Lr=0.550 ktft, Tributary Width=1.0 ft,(GRAVITY) ••• •••••• DESIGN SUMMARY0 090 •••••• Maximum Bending Stress Ratio = 2.351: 1 Maximum Deflection ' Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Section used for this span Typical Section Mu:Applied 78.735 k-ft Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 _ Mn.Phi:Allowable 33.485 k-ft Max Downward Total Deflection 2.856 in Ratio= 85<180 - Load Combination +1.40D+1.60Lr Max Upward Total Deflection 0.000 in Ratio= 999 Location of maximum on span 10.165ft Span#where maximum occurs Span#1 Vertical Reactions-_Unf_a_cto_red _ Support notation:Far left is#1 Load Combination Support 1 Support 2 Overall MAXimum 10.267 10.267 D Only 4.676 4.676 D+Lr 10.267 10.267 D+L+Lr 10.267 10.267 Shear Stirrup Requirements _ n #3 stirrups(2 legs) at 5.00 in olc from OAO tto 5.08 ft along span, Condition::PhiVc<<Vu #3 stirrups(2 legs) at 5.00 in o/c from 5.14 to 7.85 ft along span, Condition:PhiVc/2<Vu<=PhiVc No Stirrups Required from 7.91 to 12.42 It along span, Condition:Vu<PhiVc12 #3 stirrups(2 legs) at 5.00 in o/c from 12.48 to 15.19 ft along span, Condition:PhiVc/2<Vu<=PhiVc #3 stirrups(2 legs) at 5.00 in o/c from 15.25 to 20.33 It along span, Condition:PhiVc<Vu _ Maximum Forces_&Stresses for Load Combinations Load Combination Location(ft) _ Bending Stress Results (k-ft)_Segment Length Span#_ in Span Mu:Max , phi MnxStress Ratio MAXimum BENDING Envelope Span#1 1 10.165 78.74 33.49 2.35 +1,40D+1.60Lr Span#1 1 10.165 78.74 33.49 2.35 +1.20D+0.50Lr+1.60L+1.60H Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Project Notes Title Block"selection. Title Block Line 6 - -" - -- File:C:\UsersAdmisitratorV)ocuments\ENERCALC Data FilesVniami shores.ec6 [Concrete Beam Design ENERCALC,INC.1983-2010,Ver:6.1.03 Description: CHECK EXISTING TIE BEAM Load Combination Location(ft) __Bending_ Stress Results (k-ft) Segment Length Span# in Span Mu:Max Phi`Mnx Stress Ratio Span#1 1 10.165 42.73 33.49 1.28 • +1.20D+1.60Lr+0.50L Span#1 1 10.165 73.98 33.49 2.21 Overall Maximum Deflections•_Unfactored Loads Load Combination Span Max.*2DOLocation in Span Load Combination Max."+'DO Location in Span D+L+Lr 1 2.8565 10.419 0.0000 0.000 • . .•.. ..•••. •••••• .••. .•.••. ••.. • ••••• •.•••. .••. .•.•• •. •. .••. •..••• • . . • •.•.•. Title Block Line 1 Title: Job# f • You can changes this area Dsgnr: using the"Settings"menu item Project Desc•: and then using the"Printing& Project Notes Title Block"selection. Title Block Line 6 f File:C:\UserslAdmisitrator\Documents\ENERCALC Data Fileslmiamicshores.ec6 i_ Concrete Beam Design ENERCALC,INC.1983-2010,Ver:6.1.03 Description: CHECK EXISTING TIE BEAM Material Properties _ _- - Calculations per IBC 2006,CIBC 2007,ACI 318-05 *fc 1/2 = 3.0 ksi Phi Values Flexure: 0.90 fr= fc ' 7.50 = 410.79 psi Shear: 0.750 yf Density = 145.0 pcf R 1 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC&ASCE 7-05 - Fy-Main Rebar = 60.0 ksi Fy-Stirrups = 40.0 ksi E-Main Rebar = 29,000.0 ksi E-Stirrups = 29,000.0 ksi Stirrup Bar Size# # 3 p a, Num of Bars Crossing Inclined Crack = 2 an D(O.171 LOAM 8"wx 12"h • �l • - •• 0660V -- • 0*• • •• • • •• • Span=9.250 ft •••0•, 0.00.0 Cross Section&Reinforcing Details •0•••• • Rectangular Section, Width=8.0 in, Height=12.0 in •••••• Span#1 Reinforcing.... • 246 at 2.250 in from Bottom,from 0.0 to 20.330 ft in this span ••% •••••• ••••• .. .. .... ...... Applied Loads _ Service loads entered.Load Fagtgr AIJbe applied Jor calculations.' Load for Span Number 1 •'•• Uniform Load: D=0.170, Lr=0.180 ktft, Tributary Width=1.0 ft,(GRAVITY) •• •• • A 17ESIGN SUMMARY Maximum Bending Stress Ratio = 0.168: 1 Maximum Deflection '• ' Section used for this span Typical Section Max Downward L+Lr+S Deflection 0.000 in Ratio= 0<360 Mu:Applied 5.626 k-ft Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Mn*Phi:Allowable 33.485 k-ft Max Downward Total Deflection 0.016 in Ratio= 6934 Load Combination +1.40D+1.60Lr Max Upward Total Deflection 0.000 in Ratio= 999 Location of maximum on span 4.625ft Span#where maximum occurs Span#1 Vertical Reactions-Unfactored Support notation:Far left is#1 Load Combination - -- _ Support 1 Support 2 --- ---- - -- ------ - ------ --- - Overall MAXimum 1.619 1.619 D Only 0.786 0.786 D+Lr 1.619 1.619 D+L+Lr 1.619 1.619 Shear Stirrup Requirements _ _ No Stirrups Required from 0.00 tc 9.25 ft along span, Condition:Vu<PhiVcl2 Maximum Forces&Stresses for Load Combinations Load Combination Location(ft) __Ben_ding Stress Results (k-ft) _ !y -- Segment Length Span# in Span Mu:Max Phi'Mnx Stress Ratio MAXimum BENDING Envelope-- ---- ----- - ------------- --�------- - ---------------- Span#1 1 4.625 5.63 33.49 0.17 +1.40D+1.60Lr Span#1 1 4.625 5.63 33.49 0.17 +1.20D+0.50Lr+1.60L+1.60H Span#1 1 4.625 3.14 33.49 0.09 +1.20D+1.60Lr+0.50L Span#1 1 4.625 5.26 33.49 0.16 Title Block Line 1 Title: Job# 1� You can changes this area Dsgnr: usil;g the"Settings"menu item Project Desc.: and then using the"Printing& Title Block"selection. Project Notes Title Block Line 6 _ _ __ __ F:: ��i 4 . Concrete Beam Design File:C:1UserslAdmisitratoADocumentslENERCALC Data Fileslmiami shores,ec6 g ENERCALC,INC.1963-2010,Ver:6.1.03 Description: CHECK EXISTING TIE BEAM - Overall Maximum Deflections-Unfactor_ed Loads _ _ __ ___ •Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+Lr 1 0.0160 4.741 0.0000 0.000 - SSSS • • SSSS SSSS•• • • • • SSSS•• SSSS SSSS•• SSSS•• • • • .SSSS• Soso9100 • • • • • • SSSS•• SSSS•• SSSS SSSS• SSSS.• • • • 00 • . • SSSS•• • s of s Title Block Line 1 Title: Job# You can changes this area Dsgnr: using the"Settings"menu item Project Desc.: and then using the"Printing& Title Block"selection. Project Notes Title Block Line 6 ------- ----- --- ----- ---- I Steel Beam Design File:C:\Users\AdmisitratoADocuments\ENERCALC Data File-Mmiami shores.ec6- ENERCALC,INC.19832010,Ver:6.1.03 Description: CHECK EXISTING TIE BEAM - a_ - • Material Properties _ _ _- - - Calculations per IBC 2008,CBC 2007,13th AISC Analysis Method: Allowable Stress Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsion buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination 2006 IBC&ASCE 7-05 D(0.46)Lr0.55) Span=20.330 ft C12X25 0000 " • • 0000 0000•• Applied Loads Service loads entered. Load Faot•rswill•be applied.Alf calculatldrfV•' ----Load for Span Number 1---- - --- ---- ------------ - •••:��--- ---•-0600• • . Uniform Load: D=0.460, Lr=0.550 k/ft, Tributary Width=1.0 ft,(GRAVITY) •0•••• 0 0900• 0 0 DESIGN SUMMARY 0000 •6• s . • M• Maximum Bending Stress Ratio = 0.711 : 1 Maximum Shear Stress Ratio= 00:0•: Q!123 : 1 Section used for this span C12X25 Section used for this span •• •• C12X25 �.0'• Mu:Applied 52.180 k-ft Vu:Applied *10.267 k Mn/Omega:Allowable 73.353 k-ft Vn/Omega:Allowable ••6 6•• :..8!425 k•.0••0 Load Combination +D+Lr+H Load Combination .•. 6 - r+H ...... Location of maximum on span 10.165ft Location of maximum on span •0 6 .• 0 .000 ft� Span#where maximum occurs Span#1 Span#where maximum occurs '*Spall#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.510 in Ratio= 478 Max Upward L+Lr+S Deflection 0.000 in Ratio= <360 Max Downward Total Deflection 0.937 in Ratio= 260 Max Upward Total Deflection 0.000 in Ratio= <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios - Summary of Moment Values Summary of Shear Values_ Segment Length Span# M V Mmax+ Mmax- Me-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 20.33 ft 1 0.711 0.123 52.18 52.18 122.50 73.35 1.00 1.00 10.27 139.32 83.43 +D Dsgn.L= 20.33 ft 1 0.324 0.056 23.77 23.77 122.50 73.35 1.00 1.00 4.68 139.32 83.43 +D+L+H Dsgn.L= 20.33 ft 1 0.324 0.056 23.77 23.77 122.50 73.35 1.00 1.00 4.68 139.32 83.43 +D+Lr+H Dsgn.L= 20.33 ft 1 0.711 0.123 52.18 52.18 122.50 73.35 1.00 1.00 10.27 139.32 83.43 +D+0.750Lr+0.750L+H _ Dsgn.L= 20.33 ft 1 0.615 0.106 45.08 45.08 122.50 73.35 1.00 1.00 8.87 139.32 83.43 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span -- ------------------------------------ ---------------- ------------------ D+L+Lr 1 0.9370 10.267 0.0000 0.000 _Vertical Reactions-Unfact_ored Support natation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum - -10.267 --- 10.267 --- --- ----- - -------- --- -- D Only 4.676 4.676 Lr Only 5.591 5.591 D+L+Lr 10.267 10.267 r r'� �G��\ c-r 1 .� —� ,,, �� I �-.�:��1.�` .,aa't�5-� r r.� rs...� �i ��1`s�t�i.�� %,���' '_ �.E-0`•` !t'i.fa>ai��f �'3 Prjct: Name: 35 NE 91 ST • Topic: MASONRY WALL ZONE 4 Date: 8-24-2015 Page: Chkd: MP Design of a Reinforced Masonry Wall with Out-of-Plane Loads Using the 2006 IBC ASD Code Material and Construction Data 8 in. CMU, Partial grout, running bond Wall Weight= 42.6 psf Type M Masonry cement/Air-entrained PCL Mortar, Coarse Grout CMU Density= 115 pcf _ fm= 1500 psi (Specified) Em = 900f = 1350000 psi Y • • • •••• •••••• a • • Wall Design Details .. • Thickness = 7.625 in. +••••• •••' ""•' Height= 132 in. (Simply Supported Wall, Effective height= H) """ •••• x= 3.813 in. •���•• ;""' ..... #5 Bars, Fy=60000.0 • Reinforcement Spacing =40 in. On-Center •0000* 0006 0286:0 ••• ••••. • • 000000 Wall Design Section Properties 00 • A0= 142.6 in2 •6 0009 lo= 1122 in4 0000 0 • So=294.4 in3 Ro= 2.805 in Wall Support: Simply Supported Wall • Specified Load Components Load P (lb) a (in) W1(psf) W2 (psf) L(Ib/ft) h1 (in) h2 (in) Dead 0 0 0 0 0 0 132 Live 0 0 0 0 0 0 132 Soil 0 0 0 0 0 0 132 Fluid 0 0 0 0 0 0 132 Wind 0 0 39.2 39.2 0 0 132 Seismic 0 0 0 0 0 0 132 Roof 0 0 0 0 0 0 132 Rain 0 0 0 0 0 0 132 • Snow 0 0 0 0 0 0 132 Controlling Load Cases Section Forces with Controlling Flexure and Axial Load--0.6D + H +W x/H = 0.520 from bottom of wall V= -8.624 lb/ft ML= 7103.42 Ib-in./ft _ lW Y��"� '_.=°/ ,i� iClif?`a Prjct: Name: 35 NE 91 ST Topic: MASONRY WALL ZONE 4 Date: 8-24-2015 Page: Chkd: MP • P = 1351b/ft aten = 0in MT= ML+ Pen = 7103.42 Ib-in/ft Moment Capacity= 8237.36 Ib-in/ft(686.447 lb-ft/ft) at this axial load Shear Capacity= 828.44 Ib/ft The wall is adequate for these critical section forces. Section Forces with Controlling Shearing Force--D +W _ - x/H = 0.000 from bottom of wall V=215.6 Ib/ft ML=0 lb-in./ft P=468.6 Ib/ft at en = 0 in MT= ML+ Pen= 0 Ib-in/ft Moment Capacity= 9347.09 lb-in/ft at this axial load Shear Capacity= 828.44 Ib/ft . . .... ...... The wall is adequate for these critical section forces. • ...... .... ...... These were found to be load cases that controlled the design. •••••• • The flexural, shear and axial forces shown are those occurring :•••:• .... . ..... at the critical section for the case controlled by flexure and ...... .... ..;..• at the critical section for the case controlled by shear. .. .. .... ...... The following design calculations are for the section with controlling bending moment •• Section Design Forces Used •• • V=-8.624 Ib/ft(Computed from Loads) ML= 7103.42 Ib-in./ft(Computed from Loads) P = 135 Ib/ft at e= 0 in (Computed from Loads) Computed Design Values Note: 1/3 stress increase was not used Effective Width =40 in. Web Width = 8.313 in. on effective width Allowable Shearing Force= 828.4 Ib/ft The wall is adequate in shear Required As= 0.263 in2 each reinforced cell (0.07891 in2/ft) OK d = 3.813 in. n =21.48 kbalanced = 0.3092 jbalanced = 0.8969 �It'? SY a 1 EWNC RETE: AND i�i"AY rVIASt 'NRY �.. . , , _ .. .. i'. Prjct: Name: 35 NE 91 ST • Topic: MASONRY WALL ZONE 4 Date: 8-24-2015 Page: Chkd: MP k=0.2448 j = 0.9184 Pmax(Compression) =4.744e+004 lbs (1.423e+004 lbs/ft) OK Pmax(Tension)= 7440 lbs (2232 lbs/ft)OK The wall has adequate capacity. Development and Splice Lengths for Longitudinal Reinforcement K= 3.1250 in. Required Development Length: Id = 22.50 in. Required Lap Splice Length: = 45.00 in. • Some codes may require epoxy-coated reinforcement to have longer development and splice lengths. ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... L .. Title Block Line 1 Project Title: o You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015,1:24P61 General Footing File=C:\UsersIYHCE3-11DOCUME-11ENERCA-112b26.ec6 g ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 Lic.#:KW-06010668 Licensee:YOUSSIEF HACHEM CONSULTING ENGINEERING INC Description: FOOTING DESIGN Code References Calculations per ACI 318-08, IBC 2009, CBC 2010,ASCE 7-05 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values f'c:Concrete 28 day strength = 5.0 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes Ec:Concrete Elastic Modulus = 4,130.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.0 ft Min Steel%Bending Reinf. = Allowable pressure increase per foot of deptl= 0.0 ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = 0.0 ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 ;1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept= 0.0 ksf Use ftg wt for stability,moments&shears Yes when maximum length or width is greater4 0.0 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability,mom&shear No Dimensions .... ...... Width parallel to X-X Axis = 2.50 ft Z " ` : •"• '• Length parallel toZ-Z Axis = 2.50 ft Footing Thicknes = 16.0 in ..""`• ;....; ..•.% • •••• •••••• Pedestal dimensions... Y 4-- 'X '• px:parallel to X-X Axis = 0.0 in N • • • 0066 • pz:parallel to Z-Z Axis 0.0 in Height 0.0 In F • •• a •• ••• • • "Rebar Centerline to Edge of Concrete.. C •••• CD at Bottom of footing = 3.0 in o Reinforcing 2 w Bars parallel to X-X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis Number of Bars = 4 S S S Reinforcing Bar Siz( _ # 5JIM Mi i,. ♦MS.B"rY. 1,,,,,, :2 J Y§ESP. .2 S. Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 4.680 0.0 5.60 0.0 0.0 0.0 0.0 k OB:Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf ... . --__. _ __ _...... M-xx = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft _.._.__ ....._ .......... .. .... . _. V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Title Block Line 1 Project Title: You can change this area Engineer: Protect ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015,1:24PIA General Footing File=C:lUsersIYHCE3-11DOCUME-11ENERCA•112b-26.ec6 ENERCALC,INC.1983-2014,I3ulld:6.14.9.18,Ver.6.14.9.18 Description: FOOTING DESIGN _ DESIGN SUMMARY _ Design OK Min.Ratio item Applied Capacity Governing Load Combination PASS 0.8380 Soil Bearing 1.838 ksf 2.193 ksf +D+L+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS ' 0.06424 Z Flexure(+X) 1,822 k-ft 28.365 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.06424 Z Flexure(-X) 1.822 k-ft 28.365 k-ft +1.20D+0.50Lr+1,60L+1.60H PASS 0.06424 X Flexure(+Z) 1.822 k-ft 28.365 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.06424 X Flexure(-Z) 1.822 k-ft 28.365 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.02349 1-way Shear(+X) 2.492 psi 106,066 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.02349 1-way Shear(-X) 2.492 psi 106.066 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.02349 1-way Shear(+Z) 2.492 psi 106.066 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.02349 1-way Shear(-Z) 2.492 psi 106.066 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.08256 2-way Punching 17.513 psi 212.132 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress _A41aal 1 Allowable Load Combination... Gross Allowable Xecc Zecc Bottom,-Z Top,+Z Left,-X Right,.+ __• Ratio X-X,+D+H 2.193 n/a 0.0 0.9421 0.9421 �1la .. 0.430• X-X.+D+L+H 2.193 n/a 0.0 1.838 1.838 •n/j• • 4nLq 0.8J8 X-X,+D+Lr+H 2.193 n/a 0.0 0.9421 0.9421 'n/a:• n a 'b'4 X-X,+D+S+H 2.193 n/a 0.0 0.9421 0.9421 • n/a ' ;D.3Q X-X.+D+0.750Lr+0.750L+H 2.193 n/a 0.0 1.614 1.614 •n/e••• '.Na.. •0.736• X-X,+D+0.750L+0.750S+H 2.193 n/a 0.0 1.614 1.614 a/6.. en a .4.746 X-X,+D+0.60W+H 2.193 n/a 0.0 0.9421 0.9421 • X-X,+D+0.70E+H 2.193 n/a 0.0 0.9421 0.9421 �a 1�1 •'• •QD 3QQ X-X.+D+0.750Lr+0.750L+0.450W+H 2.193 n/a 0.0 1.614 1.614 �n/a�� n1a X-X.+D+0.750L+0.750S+0.450W+H 2.193 n/a 0.0 1.614 1.614 ;1112; ; n/a ' 0.736 X-X,+D+0.750L+0.750S+0.5250E+H 2.193 n/a 0.0 1.614 1.614 •n/a V •agge• X-X,+0.60D+0.60W+0.60H 2.193 n/a 0.0 0.5653 0.5653 .n/a W9 • 0.258• X-X,+0.60D+0.70E+0.60H 2.193 n/a 0.0 0.5653 0.5653rVa ... ; 2*J8; a� U Z-Z,+D+H 2.193 0.0 n/a n/a n/a 0.9421 0.942z 0.430 Z-Z,+D+L+H 2.193 0.0 n/a n/a n/a 1,838 1.83r 0.838 Z-Z.+D+Lr+H 2.193 0.0 n/a n/a n/a 0.9421 0.9421 0.430 Z-Z.+D+S+H 2,193 0.0 n/a n/a n/a 0.9421 0.9421 0.430 Z-Z.+D+0.750Lr+0.750L+H 2.193 0.0 n/a n/a n/a 1.614 1,614 0.736 Z-Z,+D+0.750L+0.750S+H 2.193 0.0 n/a n/a n/a 1.614 1.614 0.736 Z-Z.+D+0.60W+H 2.193 0.0 n/a n/a n/a 0.9421 0.9421 0.430 Z-Z.+D+0.70E+H 2.193 0.0 n/a n/a n/a 0,9421 0.9421 0.430 Z-Z.+D+0.750Lr+0.750L+0,450W+H 2.193 0.0 n/a n/a n/a 1,614 1.614 0.736 Z-Z.+D+0.750L+0.750S+0.450W+H 2.193 0.0 n/a n/a n/a 1.614 1.614 0.736 Z-Z.+D+0.750L+0,750S+0.5250E+H 2.193 0.0 n/a n/a n/a 1.614 1.614 0.736 Z-Z,+0.60D+0.60W+0.60H 2.193 0.0 n/a n/a n/a 0.5653 0.5653 0.258 Z-Z,+0.60D+0.70E+0.60H 2.193 0.0 n/a n/a n/a 0.5653 0.5653 0.258 _Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability_ All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Title Block Line 1 Project Title: .rJ You can change this area Engineer: Proiect ID: _ using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015, 1:24Ph1 General Footing File=C:IUserslYHCE3-11DOCUME-11ENERCA-112tt-26.ec6 ENERCALC,INC.1983-2014,Buiki:6.14.9.18,Ver.6.14.9.18 Description: FOOTING DESIGN Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ As Req'd Gvm.As Actual As Phi*Mn Status k-ft Side? Bot or Top? in"2 in^2 in"2 k-ft X-X,+1.40D+1.60H 0.8190 +Z Bottom 0.3456 Min Temp% 0,4960 28.365 OK X-X,+1.40D+1.60H 0.8190 -Z Bottom 0.3456 Min Temp% 0.4960 28.365 OK . . .... ...... ...... .... ...... .... . ..... •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• i ti Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection, Title Block Line 6 Printed:27 AUG 2015. 1.24PM General Footing File=C:lUsersIYHCE3-11DOCUME-11ENERCA-112b-16.ec6 ENERCAI-C,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 _ rI- � • • Description: FOOTING DESIGN Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ As Req'd Gvrn.As Actual As Phi•Mn Status k-ft Side? Bot or Top? in^2 in"2 in^2 k-ft X-X,+1.20D+0.50Lr+1.60L+1.60H 1.822 +Z Bottom 0.3456 Min Temp% 0.4960 28.365 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 1.822 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1.20D+1.60L+0.50S+1,60H 1.822 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+1.20D+1.60L+0.50S+1.60H 1.822 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+1.20D+1.60Lr+0.50L+1.60H 1.052 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 1.052 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+1.20D+1.60Lr+0.50W+1.60H 0.7020 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.7020 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+1.20D+0.50L+1.60S+1.60H 1.052 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK -X-X,+1.20D+0.50L+1.60S+1.60H 1.052 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1,20D+1.60S+0.50W+1.60H 0.7020 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.7020 -Z Bottom 0.3456 Min Temp% 0.4960 28.365 OK X-X,+1.20D+0,50Lr+0.50L+W+1.60H 1.052 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK .X-X.+1.20D+0.50Lr+0.50L+W+1.60H 1.052 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 1.052 +Z Bottom 0.3456 Min Temp% 0.4960 28.365 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 1,052 -Z Bottom 0.3456 Min Two% 0.4960 28.365 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 1.052 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 1.052 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X,+0.90D+W+0.90H 0.5265 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+0.90D+W+0.90H 0.5265 -Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+0.90D+E+0.90H 0.5265 +Z Bottom 0.3456 Min TemD% 0.4960 28.365 OK X-X.+0.90D+E+0,90H 0.5265 -Z Bottom 0.3456 Min Temp% 0.4960 28,365. OK Z-Z.+1,40D+1.60H 0.8190 -X Bottom 0.3456 Min TemD% 0.4960 . 2 ,46,5.• ...Qi<. Z-Z,+1.40D+1.60H 0.8190 +X Bottom 0.3456 Min TemD% 049% 28.365 biC Z-Z,+1,20D+0,50Lr+1.60L+1.60H 1.822 -X Bottom 0.3456 Min TemD% 0.4960 18,36"x6. OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 1.822 +X Bottom 0.3456 Min Temp% 0+3981•• 281.3656 •••OK• Z-Z.+1.20D+1.60L+0.50S+1.60H 1.822 -X Bottom 0.3456 Min Temp% 001660•• 28.366 • OK- Z-Z.+1.20D+1.60L+0.50S+1.60H 1.822 +X Bottom 0.3456 Min TemD% 0.4864. 28.365. : r)n Z-Z,+1.20D+1.60Lr+0.50L+1.60H 1.052 -X Bottom 0.3456 Min TemD% O'42�a.• j8IW 0 ...pK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 1.052 +X Bottom 0,3456 Min TemD% 0.4 6 28.365 •OK* Z-Z,+1.20D+1.60Lr+0.50W+1.60H 0.7020 -X Bottom 0,3456 Min TemD% 0'4961': 2$.355•. "'bk Z-Z,+1.20D+1,60Lr+0.50W+1,60H 0,7020 +X Bottom 0.3456 Min TemD% 0'4960• 28'385• •0 01w Z-Z,+1.20D+0.50L+1.60S+1.60H 1.052 -X Bottom 0.3456 Min TemD% 0460•• 28,366 OK Z-Z.+1.20D+0.50L+1.60S+1,60H 1.052 +X Bottom 0.3456 Min TemD% 0:4966 28.365. .•.Dk. Z-Z.+1.20D+1.60S+0.50W+1.60H 0.7020 -X Bottom 0.3456 Min TemD% 0.4960. jam.• . OK. ` Z-Z.+1.20D+1.60S+0,50W+1.60H 0.7020 +X Bottom 0.3456 Min TemD% 0!4960 28.365 •••OK• Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 1.052 -X Bottom 0.3456 Min Temp% 0.4960 2e.31* OK' Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 1.052 +X Bottom 0.3456 Min TemD% 0.4960 28..365 ' OK Z-Z,+1,20D+0.50L+0.50S+W+1.60H 1.052 -X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z,+1.20D+0.50L+0.50S+W+1.60H 1.052 +X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 1.052 -X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z.+1.20D+0.50L+0.20S+E+1.60H 1.052 +X Bottom 0.3456 Min Temp% 0.4960 28.365 OK Z-Z,+0.90D+W+0.90H 0.5265 -X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z,+0.90D+W+0.90H 0.5265 +X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z,+0.90D+E+0.90H 0.5265 -X Bottom 0.3456 Min TemD% 0.4960 28.365 OK Z-Z,+0.90D+E+0.90H 0.5265 +X Bottom 0.3456 Min TemD% 0.4960 28.365 OK One Way Shear _ Load Combination... Vu @ ALoad Combination... Vu @ Vu Vu Vu Vu:Max Phi Vn Vu 1 Phi'Vn Status Vu�-Z Vu@+Z Vu:Max Phi Vn Vu 1 Phi'Vn Status +1.40D+1.60H 1.12 Dsi 1.12 psi 1.12 Dsi 1.12 Dsi 1.12 Dsi 106.066 Dsi 0.01056 OK +1.20D+0.50Lr+1.60L+1.60H 2.492 psi 2.492 Dsi 2.492 Dsi 2.492 psi 2.492 Dsi 106.066 Dsi 0.02349 OK +1.20D+1.60L+0.50S+1,60H 2.492 Dsi 2.492 Dsi 2.492 Dsi 2.492 Dsi 2.492 Dsi 106.066 Dsi 0.02349 OK +1.20D+1,60Lr+0,50L+1.60H 1.439 Dsi 1.439 Dsi 1.439 psi 1.439 Dsi 1.439 Dsi 106.066 osi 0.01356 OK +1.20D+1.60Lr+0.50W+1.60H 0.96 Dsi 0.96 Dsi 0.96 Dsi 0.96 Dsi 0.96 Dsi 106.066 Dsi 0.009051 OK +1.20D+0.50L+1.60S+1.60H 1.439 Dsi 1.439 Dsi 1.439 Dsi 1.439 Dsi 1.439 Dsi 106.066 Dsi 0.01356 OK +1.20D+1.60S+0.50W+1.60H 0.96 Dsi 0.96 Dsi 0.96 Dsi 0.96 Dsi 0.96 Dsi 106.066 Dsi 0.009051 OK +1.20D+0.50Lr+0.50L+W+1,60H 1.439 Dsi 1,439 Dsi 1.439 osi 1.439 Dsi 1.439 Dsi 106.066 Dsi 0.01356 OK +1.20D+0.50L+0.50S+W+1,60H 1.439 Dsi 1.439 Dsi 1.439 Dsi 1.439 osi 1.439 Dsi 106.066 Dsi 0.01356 OK +1.20D+0.50L+0.20S+E+1.60H 1.439 Dsi 1.439 Dsi 1.439 psi 1.439 osi 1.439 Dsi 106.066 Dsi 0.01356 OK +0.90D+W+0.90H 0.72 Dsi 0.72 Dsi 0.72 Dsi 0.72 Dsi 0.72 Dsi 106.066 Dsi 0.006788 OK +0.90D+E+0.90H 0.72 osi 0.72 Dsi 0.72 Dsi 0.72 osi 0.72 Dsi 106.066 Dsi 0.006788 OK i Title Block Line 1 Project Title: Ybu can change this area Engineer: Prosect ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015. 1:24PNI GeneralFootin File=C:%UsersIYHCE3-11DOCUME-11ENERCA-112a26.ec6 g ENERCALC,INC.1983-2014,Build:6.14.9.16,Ver:6.14.9.18 0"1711511. • • MCI z1ofel 1011:21 q;4 1 Orel 10rom Description: FOOTING DESIGN Punching Shear _ All units k Load Combination... Vu Phi*Vn Vu 1 Phi*Vn Status +1.40D+1,60H 7.872 Dsi 212.132osi 0.03711 OK +1.20D+0.50Lr+1.60L+1.60H 17.513 osi 212,132osi 0.08256 OK +1.20D+1.60L+0.50S+1.60H 17,513 osi 212.132osi 0.08256 OK +1.20D+1.60Lr+0.50L+1.60H 10.112 psi 212.132osi 0.04767 OK +1.20D+1,60Lr+0.50W+1.60H 6.748 psi 212.132osi 0.03181 OK +1.20D+0.50L+1.60S+1.60H 10.112 psi 212.132osi 0.04767 OK +1.20D+1.60S+0.50W+1.60H 6.748 osi 212.132osi 0.03181 OK +1.20D+0.50Lr+0.50L+W+1.60H 10.112 psi 212.132osi 0.04767 OK +1.20D+0.50L+0.50S+W+1.60H 10.112 osi 212.132Dsi 0.04767 OK +1.20D+0.50L+0.20S+E+1.60H 10.112 osi 212.132osi 0.04767 OK +0.90D+W+0.90H 5.061 psi 212.132 Dsi 0.02386 OK +0.90D+E+0.90H 5.061 psi 212.132 osi 0.02386 OK . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .. .. .... ...... . . . . ...... ....% Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection, Title Block Line 6 Printed:27 AUG 2015, 1:2910 File=C:1UsersIYHCE3-11DOCUME-11ENERCA-112b-26.ec6 General Footing ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 Description: FOOTING DESIGN Code References Calculations per ACI 318-08, IBC 2009,CBC 2010,ASCE 7-05 Load Combinations Used :ASCE 7-10 General Information Material Properties Soil Design Values f'c:Concrete 28 day strength = 5.0 ksi Allowable Soil Bearing = 2.0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = Yes Ec:Concrete Elastic Modulus = 4,130.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff, = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.0 ft Min Steel%Bending Reinf. = Allowable pressure increase per foot of deptl= 0.0 ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = 0.0 ft Min.Overturning Safety Factor = 1.0 :1 • Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept= 0.0 ksf Use ftg wt for stability,moments&shears Yes when maximum length or width is greater4 0.0 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability,mom&shear No Dimensions -- - -------- 0000 Width parallel to X-X Axis = 1.50 ft Z • Length parallel to Z-Z Axis = 1.50 ft •••• •• Footing Thicknes = 16.0 in • 0000.. •.•• 0000.. .0 0 0 0. 0000% Pedestal dimensions... < f • px:parallel to X-X Axis = 0.0 in pz:parallel to Z-Z Axis = 0.0 in _ •••• •• Height0.0 in `. m • �•�� .- a 0000.. -Rebar Centerline to Edge of Concrete.. >1 "•"' _ .•. :0000: at Bottom of footing - 3.0 in r, � v � ••• � • C4 • • • Reinforcing w Bars parallel to X-X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 5 Z. ' J Bars parallel to Z-Z Axis Number of Bars = 4 " Reinforcing Bar Sizf = # 5 ,i t Bandwidth Distribution Check (ACI 15.4.4.2) i • i- + � Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 2.0 0.0 2.40 0.0 0.0 0.0 0.0 k OB:Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf __.. ...._....._ .._........ _0000. ....... M-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft .. _...__ . __. _..._._.._ V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015.1:25PM General Footing File=C:lUsersIYHCE3^11D000ME-11ENERC"VZ:6.14.9,18 ENERCALC,INC.1983-2014,Build:6.14.9.18 I 9W, VIM* • • 6191 ffj 11"Lej:1,1[c Description: FOOTING DESIGN DESIGN SUMMARY _ _ • • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9798 Soil Bearing 2.149 ksf 2.193 ksf +D+L+H about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.01676 Z Flexure(+X) 0.780 k-ft 46.551 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.01676 Z Flexure(-X) 0.780 k-ft 46.551 k-ft +1.20D+0.50Lr+1,60L+1,60H PASS 0.01676 X Flexure(+Z) 0.780 k-ft 46.551 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.01676 X Flexure(-Z) 0.780 k-ft 46.551 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS n/a 1-way Shear(+X) 0.0 psi 106.066 psi n/a PASS 0.0 1-way Shear(-X) 0.0 psi 0.0 psi n/a • PASS n/a 1-way Shear(+Z) 0.0 psi 106.066 psi n/a PASS n/a 1-way Shear(-Z) 0.0 psi 106.066 psi n/a PASS n/a 2-way Punching 4.267 psi 106.066 psi +1,20D+0.50Lr+1.60L+1.60H Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress •Astual I Allowable Load Combination... Gross Allowable Xecc Zecc Bottom,-Z Top,+Z Left.-X . Right,U... RAW*9. X-X.+D+H 2.193 n/a 0.0 1.082 1.082 Ma C/a •• 0.4983 X-X.+D+L+H 2.193 n/a 0.0 2.149 2.149 r>la... n/e:..• .4.980:. X-X,+D+Lr+H 2.193 n/a 0.0 1.082 1.082 j""; n/a .0.493 . X-X.+D+S+H 2.193 n/a 0.0 1.082 1.082 nL �/a �0.4�3•; X-X.+D+0.750Lr+0.750L+H 2.193 n/a 0.0 1.882 1,882 .n/a We.... 0.858 X-X.+D+0.750L+0.750S+H 2.193 n/a 0.0 1.882 1.882 It A/a •0.:518'. X-X,+D+0.60W+H 2.193 n/a 0.0 1.082 1.082 zoo: Q/b••• •p.49g• X-X,+D+0.70E+H 2.193 n/a 0.0 1.082 1.082 .• n/e•.. •0.493•• X-X,+D+0.750Lr+0.750L+0.450W+H 2.193 n/a 0.0 1.882 1.882 j"... n/a 0.858' X-X,+D+0.750L+0.750S+0.450W+H 2.193 n/a 0.0 1.882 1.882 :n/a • Q/a �q,$ X-X.+D+0.750L+0.750S+0.5250E+H 2.193 n/a 0.0 1.882 1.882 n/a P/e•••• d 8 X-X.+0.60D+0.60W+0.60H 2.193 n/a 0.0 0.6493 0.6493 }i/a .•. A/a X-X,+0.60D+0.70E+0.60H 2.193 n/a 0.0 0.6493 0.6493 Ma pp/b 000 •0.296 • ZZ+D+H 2.193 0.0 n/a n/a n/a 1.082 1.4-• 0.493 Z-Z,+D+L+H 2.193 0.0 n/a n/a n/a 2.149 2.149 0.980 • Z-Z,+D+Lr+H 2.193 0.0 n/a n/a n/a 1.082 1.082 0.493 Z-Z,+D+S+H 2.193 0.0 n/a n/a n/a 1.082 1.082 0.493 Z-Z,+D+0.750Lr+0.750L+H 2.193 0.0 n/a n/a n/a 1.882 1.882 0.858 Z-Z.+D+0.750L+0.750S+H 2.193 0.0 n/a n/a n/a 1.882 1.882 0.858 Z-Z.+D+0.60W+H 2.193 0.0 n/a n/a n/a 1.082 1.082 0.493 Z-Z,+D+0.70E+H 2.193 0.0 n/a n/a n/a 1.082 1.082 0.493 Z-Z,+D+0.750Lr+0,750L+0.450W+H 2.193 0.0 n/a n/a n/a 1.882 1.882 0.858 Z-Z,+D+0.750L+0.750S+0.450W+H 2.193 0.0 n/a n/a n/a 1.882 1.882 0.858 Z-Z,+D+0.750L+0.750S+0,5250E+H 2.193 0.0 n/a n/a n/a 1.882 1,882 0.858 Z-Z,+0.60D+0,60W+0.60H 2.193 0.0 n/a n/a n/a 0.6493 0.6493 0.296 Z-Z.460NVOE-460H 2.193 0.0 n/a n/a n/a 0.6493 0.6493 0.296 Overturning Stability Rotation Axis& •. Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability _ _ All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: C4) and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015, 1:25PM File=C:1UsersIYHCE3-11DOCUME•11ENERCA-112b-26.e 66 General Footing ENERCAI-C,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 r"r r Description: FOOTING DESIGN Footing Flexure iMu Which Tension @ As Req'd Gvrn.As Actual As Phi•Mn "Flexure Axis 8 Load Combination Status k-ft Side? Bot or Top? in^2 in^2 in^2 k-ft X-X,+1.40D+1.60H 0.350 +Z Bottom 0.3456 Min Temp% 0.8267 46.551 OK X-X,+1.40D+1.60H 0.350 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK •••• • • •••• •••••• • •••• • ••••• • •••••• *00000 ••••• • • • • 4 f Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015,1:25PM General Footing File=C:\UsersIYHCE3-1\DOCUME-1\ENERCA-112b-26,ec6 ENERCALC,INC,1983.2014,Build:6.14.9.18,Ver:6.14.9.18 Description: FOOTING DESIGN • _ Footing Flexure Flexure Axis&Load Combination Mu Which Tension @ As Req'd Gvm.As Actual As Phi*Mn Status k-ft Side? Bot or Top? in^2 in"2 in^2 k-ft X-X.+1.20D+0.50Lr+1.60L+1.60H 0.780 +Z Bottom 0.3456 Min Temp% 0.8267 46.551 OK X-X,+1.20D+0.50Lr+1.60L+1.60H 0.780 -Z Bottom 0.3456 Min Tem[)% 0.8267 46.551 OK X-X,+1.20D+1.60L+0.50S+1.60H 0.780 +Z Bottom 0.3456 Min Temp% 0.8267 46.551 OK X-X,+1.20D+1.60L+0.50S+1.60H 0.780 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+1,60Lr+0.50L+1.60H 0.450 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+1.60Lr+0.50L+1.60H 0.450 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.30 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.30 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X.+1,20D+0.50L+1.60S+1.60H 0.450 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK • X-X.+1.20D+0.50L+1.60S+1.60H 0.450 -Z Bottom 0.3456 Min Temp% 0.8267 46.551 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.30 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.30 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+0.50Lr+0.50L+W+1.60H 0.450 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK .X-X,+1.20D+0.50Lr+0,50L+W+1.60H 0.450 -Z Bottom 0.3456 Min Temo% 0.8267 46.551 OK X-X,+1.20D+0,50L+0.50S+W+1.60H 0.450 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0.450 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X.+1.20D+0.50L+0.20S+E+1.60H 0.450 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 0.450 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+0.90D+W+0,90H 0.2250 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+0.90D+W+0,90H 0.2250 -Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+0.90D+E+0.90H 0.2250 +Z Bottom 0.3456 Min TemD% 0.8267 46.551 OK X-X,+0.90D+E+0.90H 0.2250 -Z Bottom 0.3456 Min TemD% 0.8267 1,"+• •••OKE Z-Z,+1.40D+1.60H 0.350 -X Bottom 0.3456 Min TemD% 08267 . Z-Z.+1.40D+1.60H 0.350 +X Bottom 0.3456 Min TemD% Z-Z.+1.20D+0.50Lr+1.60L+1.60H 0.780 -X Bottom 0.3456 Min TemD% 0.8267 ` 46.55,1.• Qp�TCCC Z-Z.+1.20D+0.50Lr+1.60L+1.60H 0.780 +X Bottom 0.3456 Min TemD% ov `• 41��1• •••bK` Z-Z,+1,20D+1.60L+0.50S+1.60H 0.780 -X Bottom 0.3456 Min TemD% 008267'• 46.55.1 Z-Z,+1.20D+1.60L+0.50S+1,60H 0.780 +X Bottom 0.3456 Min TemD% 0 8Q8?+• ;:• :••NO Z-Z,+1.20D+1.60Lr+0.50L+1,60H 0.450 -X Bottom 0.3456 Min TemD% Oi826i. eT Z-Z,+1.20D+1.60Lr+0.50L+1.60H 0.450 +X Bottom 0.3456 Min TemD% oxg;•• 46*W. Z-Z.+1.20D+1.60Lr+0.50W+1.60H 0.30 -X Bottom 0.3456 Min TemD% 08@7 • 451 • Ox ZZ+1.20D+1.60Lr+0.50W+1.60H 0.30 +X Bottom 0.3456 Min TemD% 0. 0- 4 . 5.1• •`�biC• Z-Z,+1.20D+0.50L+1.60S+1,60H 0.450 -X Bottom 0.3456 Min TemD% 026x•; 46.551 Qlt Z-Z,+1.20D+0.50L+1.60S+1,60H 0.450 +X Bottom 0.3456 Min TemD% 0!8267 • y,��551• •••t')iC• Z-Z,+1.20D+1.60S+0.50W+1.60H 0.30 -X Bottom 0.3456 Min TemD% 0.8267• �fi.�51•• OK* Z-Z.+1.20D+1.60S+0.50W+1.60H 0.30 +X Bottom 0,3456 Min TemD% 0:$ 57 ; 46.55,1.9 :`•OTC Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.450 -X Bottom 0.3456 Min TemD% 0.826744FFyy�II OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.450 +X Bottom 0.3456 Min TemD% 0.8267 1 OK Z-Z,+1.20D+0.50L+0.50S+W+1.60H 0.450 -X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z,+1.20D+0.50L+0.50S+W+1,60H 0.450 +X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.450 -X Bottom 0.3456 Min Temo% 0.8267 46.551 OK Z-Z.+1.20D+0.50L+0.20S+E+1.60H 0.450 +X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z,+0.90D+W+0.90H 0.2250 -X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z.+0.90D+W+0.90H 0.2250 +X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z,+0.90D+E+0.90H 0.2250 -X Bottom 0.3456 Min TemD% 0.8267 46.551 OK Z-Z,+0.90D+E+0.90H 0.2250 +X Bottom 0.3456 Min TemD% 0.8267 46.551 OK One Way Shear _ Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Phi*Vn Status +1.40D+1.60H 0 Dsi 0 Dsi 0 Dsi 0 DSi 0 Dsi 106.066 Dsi 0 OK +1.20D+0.50Lr+1.60L+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK +1.20D+1.60L+0.50S+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK +1.20D+1.60Lr+0.50L+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK +1.20D+1.60Lr+0.50W+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK +1.20D+0.50L+1.60S+1.60H 0 psi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK +1.20D+1.60S+0.50W+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106,066 Dsi 0 OK +1.20D+0.50Lr+0.50L+W+1.60H 0 Dsi 0 psi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK ` +1.20D+0.50L+0.50S+W+1.60H 0 Dsi 0 Dsi 0 Dsi 0 Dsi 0()Si 106.066 Dsi 0 OK +1.20D+0.50L+0.20S+E+1.60H 0 Dsi 0 Dsi 0 psi 0 Dsi 0 Dsi 106.066 Dsi 0 OK •- +0.90D+W+0.90H 0 Dsi 0 DSi 0 DSi 0 DSi 0 DSi 106.066 DSi 0 OK +0.90D+E+0.90H 0[)si 0 Dsi 0 Dsi 0 Dsi 0 Dsi 106.066 Dsi 0 OK Title Block Line 1 Project Title: Y3u can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:27 AUG 2015,1:25K1 General Footing File=C:lUsers\YHCE3-11D000ME-11ENERCA-112b-16.ec6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 I I glk III.. • • 11"L41:40 Lei UM q Mkilcil!Irom Description: FOOTING DESIGN • Punching Shear _ _ All units k • Load Combination... Vu_ Phi*Vn Vu I Phi*Vn Status +1.40D+1.60H 1.915 osi 212.132osi 0.009025 OK ` +1.20D+0.50Lr+1.60L+1.60H 4.267 Dsi 212.132osi 0.02011 OK +1,20D+1.60L+0.50S+1.60H 4.267 Dsi 212.132osi 0.02011 OK +1,20D+1.60Lr+0.50L+1.60H 2.462 psi 212.132osi 0.0116 OK +1.20D+1.60Lr+0.50W+1.60H 1.641 osi 212.132osi 0.007736 OK +1.20D+0.50L+1.60S+1,60H 2.462 Dsi 212.132osi 0,0116 OK +1.20D+1.60S+0,50W+1.60H 1.641 osi 212.132osi 0.007736 OK +1.20D+0.50Lr+0.50L+W+1.60H 2.462 osi 212.132osi 0.0116 OK +1.20D+0.50L+0.50S+W+1.60H 2.462 osi 212.132osi 0.0116 OK +1.20D+0.50L+0,20S+E+1.60H 2.462 osi 212.132osi 0.0116 OK • +0.90D+W+0.90H 1.231 osi 212.132osi 0.005802 OK +0.90D+E+0.90H 1.231 Dsi 212.132osi 0.005802 OK 0000 . . 0000 0000.. 00 0 • .0 • 000.00 0000 0000.0 00.000 • 0 0 0000 •0000• 0 • 000000 0000 • 0000. 0000•. 0000 0000. 00 00 00 0000 0000.0 :00:0: 00 . . • . 0000.. 0 0 0 •00.00 00 0 0 000 . • . . 1 L a 1 ~' MIAMI-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION L 1 t 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Prgdaete Control Section that this product or material fails to meet the requirements of the applicable building codd.•0• 0606:6 • This product is approved as described herebeen in,and has bdesigned to comply withlAe Fl0000.. 0000 0000.. oridaNuilding •. Code,including the High Velocity Hurricane Zone. • DESCRIPTION: Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH St*el•Wood Gonnectors 0"'•0 . • 0000.. APPROVAL DOCUMENT:Drawing No.NU-2,titled"NVTA and NVTAS,NVAI124 and NVUH 26, *0:00. NVRT and NVTH",sheets 1 through 4 of 4,dated 04/15/2015,prepared by Nu-Vue,I*,?Atries,-1;C**'signed 0... and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Contrpj Mewal stamp with the 0• Notice of Acceptance(NOA)number and expiration date by the Miami-Dade Coulty Prdduct Control •••; Section. ...... .. 0000.. MISSILE IMPACT RATING: None •0 0 0.0 • .. . -LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, modeUseries,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 N 12-0130.33 and consists of this page 1 and evidence pages EI and E2,as well as approval document menticined above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 15-0507.01 MIAMMADECOUNTY Expiration Date: July 30,20'20 l 15 Approval Date:July 30,2015 t tO 2P- Page 1 V e i � • Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH 26,NVRT and NVTH",sheets 1 through 4 of 4,dated 04/15/2015,prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat,P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S.E. Black,P.E. Report No. Wood Connector Direction Date L PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 114WI02 3. PT 02-4074 NVTA Upward ; ••• •}W02 ...... 4. PT 02-3938 NVTA Upward •• :IU116J02 • 5. PT 03-4177 NVRT36 Upward 0210'3/03 •••••• 6. PT 03-4202 NVRT36-T Upward ••' 02719/03 :....: 7. PT 03-4271 N VRT36-T Upward •, 43AIM03 •••' 8. PT 03-4270 NVRT24-T Upward ••• 9�4Z7/03 • 9. PT 02-4095 NVUH26 Up&Downward ..'..' 'OJ117/03 .. • 10. PT 02-4096 NVBH24 Up&Downward •••••• 1203/02 11. 31-22456.0002 NVTA&NVTAS Lateral ;97186/02 ••••:• 12. PT 04-4698 NVTH24 Upward Paiallel/P$rpw0cular•04/15/04 ;•••�; 13. PT 04-5036 NVTH24 Upward Load .1271'0/04 • C. CALCULATIONS "Submitted under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N.Tolat,P.E. Product Model No.of Panes Date Sim 1. NVBM24 7 through 8 05/05/03 V.N. Tolat,P.E 2. NVRT 9 through 14 05/05/03 V.N. Tolat,P.E. 3. NVTA&NVTAS 1 through 6 05/05/03 V.N.Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. 5. NVRT 15 through 15 07/07/03 V.N.Tolat,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No:15-0507.01 Expiration Daft: July 30,2020 Approval Date:July 30,2015 ` E-1 I A i Nu-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. . {r F. STATEMENTS 1. Statement letter of code conformance to 2010 and 51h(2014) edition of the FBC, issued by Vipin N. Tolat,P.E.,dated 04/29/2015, signed and sealed by Vipin N.Tolat, P.E. 0.00 • • 066• 060••6 "Submitted under NOA No. 04-1202.01" 2. No Financial Interest and code compliance letter issued by Vipjj:q.i�olat, P , on •• 03/26/2003 signed and sealed by Vipin N.Tolat,P.E. 00000* :'••': . •644 • ..... .. .. .... 6••••• . . . . ...... r - 07 ta1Z°�5 Car os M.Utrera,P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30,2020 Approval Date:July 30,2015 E-2 L • • l Ifs �f C� .fit TABLE 6 TABLE 5 NVRT Twisted Rafter Ties to Concrete Tie Beams NVRT Flat and Twisted Rafter Ties or Concrete Filled Masonry Length Product P ) Length No. of 16d nails No. of diameter Maximum Uplift Gauge 16d Fasteners Maximum Uplift Load (lbs Product (in) Code g TOTAL n °ga IE Twisted Ties (i^) Code Gauge to Wood Framing Tapcons to Concrete Load (lbs) mem ere 12 NVRT-12 14 8 4 724 12 NVRT-12 14 4 6 722 16 NVRT-16 t4 10 5 860 16 NVRT-16 14 5 7 850 12 8 996 6 a 991 18 NVRT-18 14 14 7 1132 18 NVRT-18 14 7 9 1125 20 NVRT-20 14 20 NVRT-20 14 22 NVRT-22 14 22 NVRT-22 14 24 NVRT-24 14 24 NVRT-24 14 i" 0 1„ 30 NVRT-30 14 30 NVRT-30 14 1 o 36 NVRT-36 14 36 NVRT-36 14 0 0 ►aontlC'r a�wco 48 NVRT-48 14 WepovkinItwodwrlarkin saiul"coo C9 , 48 NVRT-aa 14 NVRT Anchor Aep/re• ,No �,,w Notes: d�l"dD0 "� Notes: Holes dia. .. 1. Specify"F" for Flat and "T" for Twisted when ordering. M' ProeunC••rel 1. ITW topcons shall be embedded a minimum of 1j" Into concrete 2. Fastener values are based on a minimum 1�" thick wood members. tlebeam or tiebeem formed with concrete titled masonry. ITW topcons shall Do not have a min. edge distance of 2e and minimum spacing of 1 j" as shown. Use circled hoes 3. •Indicates no. of nails In each connected wood member. 2. See General Notes, &host 1. 16d 4. See General Notes, sheet 1. UPLIFT 3. All tapcons must be in the some row spaced at 1 y�" on centers. 1 Do not use holes In the opposite row. }"Tapcons Strap must be long enough to accommodate required topcons. o 0 o �• 0 • . e1" "y, See ° a . • • • • s c'r• •„°Ym"u VM N.TOIAT,FE(CrM Note 3 PL REG.N 12847 N o a �1 I` LENGTH _I ;,:^: ,., 15128 I.ANPBRN CREEK LANE R,OU51'ON.T1 77088 • • • :L, • • e • Nu— ue indusfrie*a lnG HALF HALF • • i • •i •• 1 r �f Connected Connected • •• • a • ••. 1053-1059 East 29 Street to truss to wall Hialeah, Florida 33013 PHONE: (305) 694-0397 2t MM. edge distance (moi FAX: (305) 694-0398 LENGTH ■� • R�nf fcem�t required • i NvRT nAT AND Twmw RAr=TIES •• • • • • • • • • • • DWG p; Sheet: Date' Tiga m f jAed wltR • •• • • • • concre a filled masona}y or • • • concrete tie boom NUa of 4 wwa ra ssis ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y` 1 MIAMI- MIAMI-DADS COUNTY WIRE PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 /► BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econorpv Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction _ materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AW). This NOA shall not be valid after the expiration date stated below.The Miami-Davie County Pref} CControj..... Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cobnty) reserve the right •• ! to have this product or material tested for quality assurance purposes. If this pnoduot.or males`ralTails to...;. perform in the accepted manner, the manufacturer will incur the expense of such•tmtoing and the oAHJ ma immediately revoke, modify, or suspend the use of such product or material withid their juris RE> �• •: . fY p P >�1�1�1• reserves the right to revoke this acceptance, if it is determined by Miami-Dade WAnty Prbduct Control';••• Section that this product or material fails to meet the requirements of the applicable Ja1a;1g code� This product is approved as described herein and has been designed to comply wit• •. orida Bui ain • i- P pP � P Y �?�gF� � g . Code,including the High Velocity Hurricane Zone. • • DESCRIPTION: Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH S=eel.Aood Connectors • APPROVAL DOCUMENT: Drawing No.NU-2,titled"NWA and NVTAS,NVAI-I 24 and Nit q 26, • NVRT and NVTH",sheets 1 through 4 of 4,dated 04/1512015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control -� - Section. MISSILE IMPACT RATING: None i LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered ager 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. 1 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its 1 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA N 12-0130.33 and consists of this page 1 and evidence pages E1 and E2,as well as r approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. ! NOA No: 15-0507.01 tMINExpiration Date: July 30,2020 C MADE COUNTY • Approval Date:July 30,2015 tal t7l Pages Page 1 1 i I } r Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i� A. DRAWINGS 1. Drawing No.NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH 26,NVRT and i - NVTH",sheets 1 through 4 of 4,dated 04/15/2015,prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat,P.E. I B. TEST "Submitted under NOA No. 05-0701.04" .••••• Test reports on wood connectors per ASTM D 1761 by Product•Tp i;ig, Ind;0i$0ned ••••:• and sealed by C. R. Caudel, P.E. and S.E. Black,P.E. 009:09 •.;..• 0 0 0 0;• Report No. Wood Connector Direction 000000 Date 9 0 L PT 02-4073 NVTA Upward 0•••• I L/06/02 :0•••: 2. PT 02-4075 NVTA Upward •••• 011/07/02 ••;••• 0000.. 0000. 3. PT 02-4074 NVTA Upward .t IlClfa(02 4. PT 02-3938 NVTA Upward OA/V6/02 5. PT 03-4177 NVRT36 Upward 00270 03/03 0 • 6. PT 03-4202 NVRT36-T Upward 0 ;02MM3 . 7. PT 03-4271 N VRT36-T Upward •..' : 031217,/03 :0000: 8. PT 03-4270 NVRT24-T Upward •0372'x/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBH24 Up&Downward 12/03/02 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallet/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted under NOA No. 04-1202.01" Report of Design Capacities prepared by Vipin N.Tolat,P.E. Product Model No.of panes Date Si nature 1. NVBM24 7 through 8 05/05/03 V.N.Tolat,P.E 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS 1 through 6 05/05/03 V.N.Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. 5. NVRT 15 through 15 07/07/03 V.N.Tolat,P.E. . f o7 �ZDls Carlos M.Utrera,P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July30,2020 Approval Date:July 30,2015 E-1 I Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i► D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) i E. MATERIAL CERTIFICATIONS 1. None. Goof f 000 00:: 0000:0 F. STATEMENTS G : G"G ' 000000 ...... • 1. Statement letter of code conformance to 2010 and 51h(2014) e4ji�Qf the issued by Vipin N. Tolat,P.E.,dated 04/29/2015, signed and sealed-by VipGGof in K Tolat;•f•f • G. P.E. .... ..... . . 000. 00000 f f G G "Submitted tinder NOA No. 04-1202.01" " " 00 00 066%9 2. No Financial Interest and code compliance letter issued by Vilpn N.-• olat,P.E,,on f 03/26/2003 signed and sealed by Vipin N.Tolat, P.E. '•••'• i i ft7/ X15 Car os M.Utrera,P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30,2020 Approval Date:July 30,2015 E-2 • 1J T TABLE 6 TABLE 5 NVRT Twisted Rafter Ties to Concrete Tie Beams NVRT Flat and Twisted Rafter Ties or Concrete Filled Masonry Length Product P Length No. of 16d nails No. of diameter Maximum Uplift Gauge 16d Fasteners Maximum Uplift Load (lbs) Product g g Code Gauge to Wood Framing Tapcons to Concrete Load {lbs) (in) Code P12 Men, sr. Flat Ties Twisted Ties (in) 12 NVRT-12 14 4 725 724 12 NVRT-12 14 4 6 722 16 NVRT-16 14 S 881 880 5 7 858 16 NVRT-16 14 6 999 996 6 8 99118 NVRT-18 14 7 1135 1132 18 NVRT-18 14 7 9 1125 20 NVRT-20 14 20 NVRT-20 14 22 NVRT-22 14 22 NVRT-22 14 24 NVRT-24 14 24 NWT-24 14 i"„ a 1,• 30 NVRT-30 14 30 NVRT-30 14 1 O 36 NVRT-36 14 36 NVRT-36 14 O 1 ” O PROM=RENEWW 48 NVRT— 1¢ r soe0yy%reh dw Flwide "141rCo&r C9 48 NVRT-4a 14 NVRT Anchor Aqh 10es Ne�J$'0�___j- Notes: 8i4�° �� Notes: Holes dia. 1. Specify"F" for Flat and "T• for Twisted when ordering. coseol 1. ITW topcone shall be embedded a minimum of 1j" Into concrete tiebsom or tiebeam formed with concrete filled masonry. ITW tapcons shall Do not 2. Fastener values are based on a minimum 1 " thick wood members. have a min. edge distance of 2e and minimum spacing of 1 j" as shown. Use circled holes 3. •Indicates no. of nails in each connected wood member. 2. See General Notes, sheet 1. led 4. See General Notes, sheet 1. UPLIFT 3. All tapcons must be in the some row spaced at Or on centore. 1 Do not use holes in the opposite row. }"Tapcons Strap must be long enough to accommodate required tapcons. 0 0 0 1• 0 o �• s s 1" .y. it Ess' VMN.TOIAT,FE(CfVIU Nates 3 a FI..MG.#12847 � 0 0 1 �t}� LENGTH �� ;,«''..,,•• 15123LANV'1'BANCMM LANE • •• • • • 000 • jv u— \I ue rndusertee,Isc. HALF HALF • • • • • • • • Connected Connected •• ••• •• • • • •• to truss to wall 1053 , East 29 Street Hialeah, Florida 33013 PHONE: (305) 694-0397 • • • • • A}" Mle•e ige distgpce •• (i FAX: (305) 894-0398 LENGTH , Relntocament Sequired • NVRT FLATAND TWLSlFDRAFTS&TIES • i• • i i • • • • • • DWG 1P. SAeW Date: Tie Beam formed with ••• • • • • • • • concrete filled masonary or • • concrete tie boom �NU 8 of 4 Awa to aota ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 Project @Ct Su�Yil118 Job: RAMET RESIDENCE w�htso Summary Date: SEPTEMBER 24,2015 Entire House By: L.L. V �. Project • • For: RAMET RESIDENCE 35 NE 91 STREET,MIAMI SHORES,FL Notes: RAMET RESIDENCE I f r Design Information t Weather: Miami Intl AP,FL,US Winter Design Conditions Summer Design Conditions Outside db 52 OF Outside db 91 OF Inside db 68 OF Inside db 75 OF Design TD 16 OF Design TD 16 OF Daily range L Relative humidity S0 % Moisture difference 57 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16175 Btuh Structure 25169 Btuh Ducts 8094 Btuh Ducts 14840 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24269 Btuh Use manufacturers data n Rate/swing multiplier 0.96 . Infiltration Equipment sensible load 38288 Btuh Method Simplified Latent Cooling Equipment Load Siting •••••• Construction quality Average Fireplaces 0 Structure 6102:aWb:. • Ducts "': *3734•Btuh ....:. Heating Cooling Central vent(0 cfm) ""•• 0 Btuh . Area(ftJ 2259 2259 Equipment latent load •••• 9836.Btuh. •••••• Volume(ft) 18069 18069 •••••• • Air changes/hour 0.32 0.16 Equipment total load .•48124.B1uh • Equiv.AVF(cfm) 139 111 Req.total capacity at 0.70 SHR ••• •• 4.6 ton, : '•••• Heating Equipment Summary Cooling Equipinr l cftmmary- •' Make Make Rheem ""•• Trade Trade Rheem : • ••• :....: Model Cond RA1660AJINA AHRI ref no..n/a Coil ' AHRI ref no. Efficiency 100 EFF Efficiency 13.0 EER, 15 SEER Heating input 0 Btuh Sensible cooling 42000 Btuh Heating output 24269 Btuh Latent cooling 18000 Btuh Temperature rise 11 OF Total cooling 60000 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor 0.082 cfm/Btuh Air flow factor 0.050 cfrn/ Static pressure 0 in H2O Static pressure rv . Space thermostat Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.. wright SOW t/ 2016-SW24 16:33:4!3 Right-Suite®Universa12012 12.0.03 RSU07622 Page 1 Component Constructions Job: RAMET RESIDENCE "1. weigh ' o Date: SEPTEMBER 24,2015 Entire House By: L.L. Project Information For. RAMET RESIDENCE 35 NE 91 STREET,MIAMI SHORES,FL Design C• • • Location: Indoor: -Heating Cooling Miami Intl AP,FL,US Indoor temperature(°F) 68 75 Elevation: 30 It Design TD(°F) 16 16 Latitude: 26°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 5.4 57.1 . Dfybulb(°F) 52 91 Infiltration: Dailyrange(°F) - 12 ( L ) Method Simplified \AW bulb(°F) - 78 Construction quality Average T Wind speed(mph) 15.0 7.5 Fireplaces 0 f✓ Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain fF BMW.'F f--TAM BMIW 81uh Bltbfip Btuh f' Walls •Blk wall,stucco ext,r-3 ext bd ins,4"thk,1/2"gypsum board int fnsh: n 368 0.181 3.0 2.95 1085 4.73 1741 Blk wall,stucco ext,r-3 ext bd ins,4"thk,1/2"gypsum board int fnsh a 357 0.181 3.0 2.95 1054 4.73 1691 s 194 0.181 3.0 2.95 572 4.73 918 w 251 0.181 3.0 2.95 739 4.73 1186 all 1170 0.181 3.0 2.95 3450 4.73 5535 13A-3ocs:81k wall,stucco ext,r-3 ext bd ins,6"thk,1/2"gypsum a 143 0.167 3.0 2.72 389 3.33 476 board int fnsh s 123 0.167 3.0 2.72 334 3.33 409 w 212 0.167 3.0 2.72 578 3.33 707 all 478 0.167 3.0 2.72 1301 .3.33. 1592 • - 1 Partitions < . (none) • Windows 4A5-2om:2 glazing,ctr low-e outr,air gas,mtl no brk frm mat,cir innr, n 48 0.770 0 12.6 �'•603 ;.1 j9r.. 95....: 1/4"gap,1/8"thk a 39 0.770 0 12.60"o 483 • 47.6 1814... s 53 0.770 0 12.8•;•• 669 •-N.4 . 1Up;..' s 46 0.770 0 12.6• •• 578 21*4: 98,§.. w 76 0.770 0 126••••951 47.6 3608 • all 262 0.770 0 12:3 '.1285 . 32.13 8522 • . ...... ...... Doors •• • • ••• ;•••'� (none) . Ceilings 16D-19td:Attic ceiling,tile,slate,concrete roof mat,r-19 ceil ins,5/8" 2259 0.049 19.0 0.80 1804 1.70 3835 gypsum board int fnsh Floors 22A-tpi: Bg floor,light dry soil,on grade depth,tile flr fnsh 81 0.989 0 16.1 1300 0 0 22A-vpl:Bg floor,light dry soil,on grade depth,vinyl fir fnsh 158 0.989 0 16.1 2547 0 0 • 201&Sep-24 16:33:48 'Y riSlIhi soft Right-Suite®Universal 2012 12.0.03 RSU07622 Page 1 ..I t Load Short Form Job: RAMETRESIDENCE ` Nr�hSQ Date: SEPTEMBER 24,2015 Entire House By: L.L. Project I For: RAMET RESIDENCE { 35 NE 91 STREET,MIAMI-SHORES, FL J 1 Design • • I - Htg Clg Infiltration Outside db(°F) 52 91 Method Simplified Inside db("F) 68 75 Construction quality Average Design TD(°F) 16 16 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 _ Moisture difference(gr/Ib) 5 57 HEATING EQUIPMENT COOLING EQUIPMENT 'Make Make Rheem Trade Trade Rheem Model Cond RA1660AJlNA " AHRI ref no. n/a Coil AHRI ref no. Efficiency 100 EFF Efficiency 13.0 EER, 15 SEER - Heating input 0 Btuh Sensible cooling 42000 Btuh Heating output 24269 Btuh Latent cooling 18000 Btuh Temperature rise 11 °F Total cooling 60000 Btuh • - Actual air flow 2000 cfm Actual air flow 2000 dm Air flow factor 0.082 dm/Btuh Air flow factor 0.050 cjm/Btjjh Static pressure 0 in H2O Static pressure 0 ig+ 20• Space thermostat Load sensible heat ratio 3).80 000.00 :0000. • ,' 0000.. 0000.. ROOM NAME Area Htg load Clg load Htg A)jF., Clg AVF (its) (Btuh) (Btuh) (cfmr•...• �ofnn;:. ••• • • RAMET RESIDENCE 1230 9793 21089 ••-*807� •"'. 3054 "•••• ROOM 01 387 5146 6459 424 "323 •'•••• {` Room3 90 2390 3487 ��•� 174 •� Room4 90 2552 3021 216 :...;•151 ••••�• Room5 196 2592 2969 2T4 148 • Room6 267 1796 2984 ••148 .• ;•;149 �•�••: -I Entire House d 2259 24269 40009 2000 2000 Other equip loads 0 0 Equip.@ 0.96 RSM 38288 Latent cooling 9836 TOTALS 2259 - 24269 48124 2000 2000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Sep-24 16:33:46 wrightSIOV Right-Suiteuniversal 2012 12.0.03 RSU07622 Page t i . 9 Buildin Analysis' Job: RAMET RESIDENCE w rightsoftDate: SEPTEMBER 24,2016 Entire House By: L.L. � r Project I • • For: RAMET RESIDENCE 35 NE 91 STREET,MIAMI SHORES,FL I � Desi. Conditions I Location: Indoor: Heating Cooling Miami Intl AP,FL,US Indoor temperature(°F) 68 75 Elevation: 30 ft Design TD(°F) 16 16 Latitude: 26°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 5.4 57.1 Drybulb(°F) 52 91 Infiltration: Dailyrange(°F) - 12 ( L ) Method Simplified Wet bulb("F) - 78 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/fF Btuh %of load Walls 2.9 4751 19.6 Glazing 12.6 3285 13.5 • Doors 0 0 0 Ceilings 0.8 1804 7.4 Floors 1.7 3847 15.9N. Infiltration 1.3 2487 10.2 Ducts 8094 33.4 Piping 0 0 Humidification 0 0 w- - Ventilation 0 0 Adjustments 0 Total 1 24269 100.0 %00% • 6666.. 6666.. 6666.. • Component Btuh/fe Btuh %of load ••.. 0.... Walls 4.3 7127 17.8 •••• • 6666. Glazing 32.6 8522 21.3 •••••• 000 • Doors 0 0 0 •• Ceilings 1.7 3835 9.6 •• "";• I Floors 0 0 0 • Infiltration 1.0 1915 4.8 •••.:.. V6660 Ducts 14840 37.1 T Ventilation 0 0 _ _ ... ;'•••; Internal gains 3770 9.4 • Blower 0 0 Adjustments 0 Total 40009 100.0 Latent Cooling Load=9836 Btuh Overall U-Wue=0.131 Btuh/ft'--'F Data entries checked. wei htsoft- 2015-Sep-2416:33:46 Right-Suite®Universal 2012 12.0.03 RSU07622 Page 1 i + 1W1'ih#safk' Right-.1® Worksheet Job: RAMET RESIDENCE t Entire House Date: SEPTEMBER 24,2015 By: L.L. J - I 1 Room name Entire House RAMET RESIDENCE 2 Exposed wall 238.7 It 80.7 ft 3 Room height 8.0 It d 8.0 It heet/cool 4 Room dimensions 1.0 x 1229.8 It 5 Room area 2258.7 fit 1229.8 tit Ty Construction U-value Or HTM Area (tit) Load Area (ft') Load F = number (Btuh)It'-°F I (Bluh/ftt) I or perimeter (it) I (Stuh) or perimeter (R) (Btuh) I Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Ny Bik web,stucco ext. 0 i81 ti 2.95:, 9:73 416- 368 .5085 .:'1741 r d L--G A45.2om 0.770 :,.'n. 12:55 19.85 -48 0 =603 Vy 13A-30cs 0.167 a 2.72 3.33 181 143 389 476 181 143 389 476 L•..-_G 4A5-tom, 0.770 a 12.55 47.64 39 0 483 1834 39 0 463 1834 11 W. Blk'uiaA,stueco.ext 0;181 -e'' 4.95 4.73 357 357 1054 . ,':1691; ,".` 0 yl 13A-300s 0.167 s 2.72 3.33 176 123 334 409 176 123 334 409 �-'-{ 4A5.2orn . .. . 0.770 s 12.55 21.38 53 0 669 114 _ 53 0 ¢69 1140 U)/ BIKwa�l,sluccoexl 0.161 s 2:95" 4.73 :240 194 ,572 B18 D L-C 4A5 2oiri 0:770 s '12;66 21.38 46 �0 578 . -:.985 _ ;0 %. 13A-3ocs 0.167 w 2.72 3.33 288 212 578 707 288 212 578 707 4A5.2om 0.770 w 12.55 47.64 76 .0 951 3608 76 0 951 3608 W Bik wall,stucco ext•- 0.181 w.: 2.95 4:73 251 251 739 1186 .. 0„-.. r,D -p' ?',, C 16D-19td 0.049 0.80 1.70 2259 2259 1804 3835 - 1230_-. 1230 982. 2080 p 2Z4-ipl: 0:989 16.12 0.00 : 1230 81 ' 1300 0 =1230 81' 1300 `p: F 22A-vpl 0.969 16.12 0.00 1029 158 2547 0 0 0 0 0 1 � . • SO, x _ _ 8 c)AED excursion0 • • • • •7 ••.• • Envelope loss/gain 13687 19484 • • • • 5686 102 •••. • 12 a) Infiltration 2487 1915 •••041 647 b) Room ventilation 0 0 0 0 13 internal gains: Occupants Q 230 9 2070 5 1150 Appilanceslother 1700 1200 Subtotal(lines 6 to 13) 16175 25169 6527 13267 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16175 25169 6527 13267 35 Dud bads 50% 59% 8094 14840 600A 59% 3266 7822 L 1 Total room Airrequired�) 1 ( 1 24201 420001 1 1 98071 21089 10541 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -lid-wrightwoft, 2015-Sep-2416:33:46 Right-SuBe�Universal 2012 12.0.03 RSU07622 _ page 1 LATES(TSENG)1RC - , L rprALweight soft' Right-A) Worksheet Job: RAMET RESIDENCE Entire House Data: SEPTEMBER 24,2016 By: L.L. 1 Room name ROOM 01 Room3 2 Exposed wail 58.7 ft 27.0 R _3 Room height 8.0 It heat/cool 8.0 It heaVcooi 4 Room dimensions 20.0 x 19.3 ft 15.0 x 6.0 ft y 5 Room area 386.7 ft' 90.0 f t' Ty Construction U•value Or HTM Area (ft') Load Area (ft') Load SI number (Btuh/ft'-'F I (Btuh/ftj I or perimeter (ft) I (Btuh) I or perimeter (ft) I (8tuh) I } Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 ;" Bik well;stucco ext- . 0.;781 n 2.95 4:73_ 160 141 417; 869' A Q 0 Q 1q/ s: 1---G 40-26m: 0.770 m 12.55 19:85 .19_ 0 234 :370 0;.:".... .:0 '_- : >0' D 13A-3ocs 0.167 a 2.72 3.33 0 0 0 0 0 0 0 0 0 t--G,4A5-20m. 0.770 a 12.55 47.64 0 0 0 0. 0 0 0 p 11 W 81k:W811 stucco.ext -0.161. e 2.95 4.73 155: 155 ' 456 732 48 ':.- 48,=.`1 193 Vy 13A3ocs 0.167 s. 2.72 3.33 0 0 0 0 0 0 0 0 L---G 4A5-2om 0.770 s 12.55 21.38 0 0 _ .0 0 0 0 0 0 yV Bik wall'Stucco ext °01181 . ,'s 2.95 4.73 .0 0 0 0 120' 103 3M ' 485 yyll '•." L--G 4A5oM`' 0:770 's 12:55 21.38 . 0 0 0 0 ,17.. ` ..y 0 a;. ..,2i9 . 7:3'12 13A-3ocs 0.167 w 2.72 3.33 0 0 0 0 0 0 0 0 4 4A5-2om 0.770 w 12.55 47.64 0 0 0 0 0 _ 0 0 0 W : Pik twall.stucco ext 0.181 W:' 2-.95 4.73 155 155 456 .732 48 q8 .:;. ,.:.142 :.. .=227 C 16D-19td 0"049 0.80 1.76 387 387 309 657 90 90 72 153 F 22A401' 0:989 '.- 18:12 0,00 0 0` 0 0 :. 0 ',$ €..0'. F 22A-vpl 0.989 - 16.12 0.00 387 59 946 0 90 27 435 0 y ti ••••♦• • • • i 8 c)AED excursion -27 • • • is a•• • Envelope loss/gain 1 2818 3133 • • • • 1311 14.4 ••• • 12 a) Infiltration 611 471 ••4?8 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C 230 2 460 0 0 Appliances/other 0 500 Subtotal(lines 6 to 13) 3429 4063 1593 2194 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3429 4063 1593 2194 F5 Duct bads 50% 59% 1716 2396 50% 59% 797 1294 Total room bad 5146 6459 2390 3487 Air required(cfm) 424 323 197 174 Calculations approved by ACCA to meet all recuirements of Manual J 8th Ed. lrl httoolt' -11,14-♦+v � Right_Suite®Universal 201212.0^03 RSU076222015-Sep-24 16:33:46 - - LATES(TSENG)W':. Page "� ,t�l1i►f" i S13 Right-M Worksheet Job: RAMET RESIDENCE Entre House Date: SEPTEMBER 24,2015 By: L.L. 1 Room name Room4 Rooms 2 Exposed wall 27.0 R 28.0 R _ 3 Room height 8.0 ft heaV000l 8.0 It heatkooi 4 Room dimensions 15.0 x 6.0 ft 14.7 x 13.3 ft 5 Room area 90.0 f t= 195.6 f t' Ty Construction -value Or I HTM I Area (f N) Load I Area (f t') I Loa I number (EW uh/ft'-°F (Btuh/fl� or perimeter (ft) (Btuh) or perimeter (R) (Stuh) Heat Cool (,roesNIP/S Heat Cool Gross N/P/S Heat Cool 6 •1ql Blk wall,stucco ext 0.181 ..n 2;85 `. . 4.73 0 O t 11 400_ ' 295 Y473: �--G -4A�2om1 0.776 .n. 12:55 .. 19.85 0 0 0 .0. 11 : o x %! 13A-3ocs 0.167 a 2.72 3.33 0 0 0 0 0 0 0 0 G 4A5-2orn 0;770 ,e 12.55 47.64 0 0 0 0 ., ; 0 _„ 0 0 0 11 W @ik wat,stucco azc •0:181 a 2:95 4:T3: 48 :.. ' 48 142 -` 227. : . 107':.: 101 V►I 13A-3ocs 0.167 s 2.72 3.33 0 0 0 0 0 0 0 0 4A5-2om 0.770, s 12.55 21,38 0 0 0 0 0 0 0 p. Blk wall:ituaw ext 0:181 ..s 2.95` 4.78 120 91 269 432 0 0 0 t=-G 4A52om.' 0.170 s` 12:55 21.38 29 0 :6b ' 0 `'` '. ..p %I 13A-3ocs 0.167 w 2.72 3.33 0 0 0 0 0 0 0 0 t_-{G 4A5-2om 0.770 . w 12.55 47.64 0 0 _. 0 _0 0 0 W : :? 101k,4ieU;stuccoext, 4.73 48, 48 T42 227 . C, 16D-19td 0.049 0.80 1.70 .. 90_ _ 90 72 153,. 196 196 156 332 -0.989 16.12 0.00 0. ,. 0 0 " ,:0' .. ...0 F 22A-vpl .0.989 16.12 0.00 90 27 435 0 196 28 451 0 l .. .... •. • •••••• S , • ••••: • •. • tw, y A. og 61 c)AED excursion 32 • • • • •• • Envelope loss/gain 1419 1884 ••• • 14351643so. • •••• 12 a) Infiltration 281 217 • 162 225 • b) Room ventilation 0 0 •• 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 1701 1900 1727 1868 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1701 1900 1727 1868 15 Dud loads 50% 59% 851 1120 50% 59% 864 1101 Total room loadAir requited(dm) I I I 2552 2101 3021 511 I ' 2214' 27 8I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlptl gtft` 2015-Sep-2416:33:46 Aft Right-SufteO Universal 2012 12.0.03^RSU07622 Page 3 LATES(TSENG)1R ` 'w rigtfttsoft' Right-J®Worksheet Job: RAMET RESIDENCE Entire House Date: SEPTEMBER 24,2015 By: L.L. 1 Room name Room6 2 Exposed wall 17.3 it 3 Room height 8.0 A heaUcod 4 Roomdimensions 20.0 x 13.3 It 5 Room area 266.7 f t' Ty. I Construction 1.1-value. Or I HTM I Area (fit) Load I Area I Load I f number (Btuh/ft; F (Bt uh/ft') or perimeter (ft) (Stuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/PIS Heat Cool 6 01k Wed,•stticcq ext 0.181: -.n 2.95 :, 4.73 . 139 127 374 398 _Y Vel4A5226m 0.770 n.. 12.55 19.85 12 0. 151... 7.230- L----G- ` ., t V,� 13A 3ocs 0.167 a 2.72 3.33 .0 0 0 0 ---G 9A5-tom., .. 0.770 a 12.55 47.64 0 0 -. 0 0 _ �i �� 11 'W '.91k Wall,.stucco ext .-0.18.1 a 2.95 4:73 0'. r •.0 D' :' g0 _ - Vy 13A 3ocs 0.167 s 2.72 3.33 0 0 0 0 --C 4A5 tom 0.770 s 12.55_ 21.38 .0 0 0 0 (31k wall_51uGco WL-G0.:;181:: 2.95:: 4 73 0 ` 0 0 0= ^ 4A5 tom" 0:770 s 12.SS 21:38 0 0 0 yJ 13A3ocs 0.167 w 2.72 3.33 0 0 0 0 l--G 4A5-2om 0.770 w., 12,55 47.64 0 0 0 0 W •' :Bdc-wad;stucco ext = ': 'a.18t w 2.95.' 4.73' 0 :0, 0_ C 16D-191d 0.049 0.80 1.70 267 267' '213 453 F' 22A=.ipl `0.989 16.12 `0.00 ',0 0 0 0 _.. F 22A-vpl 0.989 16.12 0.00 267 17 279 0 • We 4k S.. - r _ .. .. ,_ • .:. • ., a .,. ! ! �:�•!' " !{:� tom, - --_ • • r • • • • • 8 c)AED excursion -12 • • • • • Envelope loss/gain 1 1017 1278 ••• • • • 12 a) infiltration 181 139 • • • • b) Room ventilation 0 0 •• 13 Internal gains: Occupants @ 230 2 460 Appliances/other 0 Subtotal(lines 6 to 13) 1197 1877 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1197 1877 45 Duct loads 50% 59% 599 110 I Tot I Air required(cm) I I ( 11481 29491 I I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �� �� Right-Suite®Universal 20,1212.0_03 RSU07622 2015-Sep-24 1Page4 L f TROY S.BISHOP,F.E. RHL=EM SALES, COMPANY, INC. `PE76131 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED ApPLI 06/10/_2 J VILLA FOR H PERIAT LYRY UM.O�"J X11.000" t<�+10T\ NR' N�"�0 APPROVED DESI ASCE 7-10 VUlt=175 MPH ry F, U 5 0 ,5 M 3575 NCH 353 S.h G?jy .750" (Vasil-136 MPH),EXPOSURE'D', a�4' i j M y y 1.250 CRITERI AT GRADE INSTALLATION ONLY w E z o - ZQ � °3- I�; DESIGN NOTES: L9IL sm$z` �O 7 Za% O THIS SYSTEM HAS BEEN DESIGNED IN ACCORD ASCE 7-LO AND Z X ry CI 3 =x _9 X. € THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND W W "w�+?i W z �?¢ �- w¢ OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR'OTHER STRUCTURES-SOLID I o W 3 J FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES x jI € O ARE IN ACCORDANCE WITH ASCE 7-LO CHAPTERS 26&29. ,�0.O a GENERAL NOTES: U i 4 C O 1. THISSYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Z ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE "--' FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN - _ AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT z v INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CONCRETE O CABINETRY, a- CONCRETE CONCRETE I SUPPORTING I - 2. NO 33-1/3%INCREASE IN ALLOWAeIE STRESS HAS BEEN USED[N THE Z SUPPORTING STRUCTURE BY 0 3 0.306" � DESIGN OF THIS SYSTEM. O o iii RUC URE BY B OTHERS,TYP. CONTROL BOX D, TYP. O 3. DESIGN&CERTIFICATION OFT UNIT CABINETRY[5 APPROVED THROUGH V 9 OTHERS,TYP. TEST REPORT 40323.01-1S BY AMERICAN TEST LAB OF SOUTH FLORIDA. F- 1 MECHANICAL UNIT 2 ;MECHANICAL UNIT4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(25S LS MINIMUM)OF w ---T1.000" MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL J w MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE �- 1ljN.T.S. FRONT ISOMETTUC 1 N.T.S. BACK ISOMETRIC TIE-DOWN AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE S (� THESE ISOMETRICS ARE INTENDED FOR BRACKET S. STRONG BOL REFERRED TOME HEREIN SHALL BE SIMPSON STRONGT[E DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEI4 MIAMI TECH CLIP:14GA(0.07")ASTM A653 BRAND&WEDGE BOLT+SHALL BE POWERS BRAND,SAE GR.S CARBON LWL u UNITS LISTED HEREIN MAY VARY IN APPEARANCE Fu=90 KSI STEEL(CUTD10)OR 0.080" STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 P57 MIN CONCRETE.SEE (4)-:10 INTERNAL POT 5052-H32 ALUMINUM(CUTA10),MIAMI ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL SHEET METAL Z SMS PER ADJACENT TO TECH KIT RRCUTLK OR RRCUTALK SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE'10 BRACKET, CONTROL BO;( (14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS STEEL OR .l, OLIVERTYP. •--_ "......-„,.._ EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD U ��. PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE PANEL,--\ Q APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. -W TYP. a }= �37 2S”--- ,,� 6. ALL CONCRETE SPECIFIED HEREIN[5 NOT PART OF THIS CERTIFICATION. (yll* 9 P�I LIEU AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4-MIN. CLL — Y THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, 6� •u UNLESS NOTED OTHERWISE. N 'i? UNIT BASE 0 UNIT BASE �D UNITBASE 7. TME CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM o c -iIe ANCHORPER PAN PAN PAN DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. aE„ $ dei SCHEDULE I ry rLI„n B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY u ./'. PFJ Si 9. THE ADEQUACY OF ANY EXISTING TING STRUCTURE TO WITHSTAND ; 3000 PSI MIN. O O SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSTTE DESIGN o 3�` CONCRETE BY 'DIN.1 PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATTON.EXCEPT AS m " ^ ^o r� _ �� CLIP` o EXPRESSLY PROVIDED HEE[N,NO AODLI'fONAL CERTIFICATIONS OR = OTHERS,NP. ((`Jul (`J10t(\(:'J) ;`I]J) — v '\ CONTROL AFFIRMATIONS ARE INTENDED. X56' _ `BOX 10. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE 6'3g �A(D ARE SIM ••• 004 : R(f'OFYSET(![ME'i SI4I)E OALL _ --_DA _. - _ ____— INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT B�TAV0 PR.OI0 THY S*3E ONLY DATUM FACE' FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR ¢y � Y AND OCCUR ON • • •• • • • • • _ 7 OPP FACES •• •• • • • • ••• 4• TIEDOWN BRACKET LAYOUT USE IN CONJUNCTION WITSHALL H THISREPARE DOCUMENTE SPECIFIC DOCUMENTS FOR W t a Ie 3 TIE-DOWN BRACKETS• ••• •• • • 11. WATERTIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL C0PYF4W FRNMLNNRNdOPE 1 N.T.S.; PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL 15-2543 1 N.T.S. ELEVATION ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS ANCHOR SCHEDULE. • OAL— RESTOP.ED AFTER FABRICATION AND INSTALLATION OF STRUCTURE SCALE_ N.T.S. SIE-TIEaRACKET)•.OFFSETS: APPLICABLE MODELS. PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY PAGE DESCRIPTION: • • • • RA76420.ftA164B,RAifi60,RP1360, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 51'TALL ONITS SUBSTRATE DESCRIPTION • •[Am FFS FR DA M FACE RPI 460,RP7548,RD144B,RP1560, WATER-TIGHTN E55 SHALL BE THE FULL RESPONSIBILITY OF THE 75.75' 35 IS*FOOT PRIM CONCRETE: �ONC4-0 RJ50N.TEFL immom srRoNN.BOLT 2.IY.'MINaNG70 ANYQAAED TOO AI�AaNgpyCHoa • H OPFSE1 FROM O TUM FACE RO1460, RMJA174B,RANA1760, INSTALLING CONTRACTOR. 4 (4'THICK MIN, • FA2048,HA/UA2060,RPNP7748, 12. FOR AN EXPIJWATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE nn 3000 PSI MIN.) (1)-V4•D CARBON STEEL POWERS WEDGE BOLT+,21W MIN�E1101h i0 C'RHCILETE, IN?FFSET jROM D,TUM FACE RPIUP7760.RPNP2048,RPNP2060. Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE r. t 3"MIN.EDGE DISTANCE,3 MIN.SPACING TO ANY AO]ACEM ANCHOR. X OFFSET FROM D*TUM FACE SUPPORTING CONCRETE SUBSTRATE DEPTH SMALL BE A MINIMUM/SFANCHOR EMBED. EITHER ANCHOR FROM THIS SCHEDULE MAY SE USED FOR INSTALLATION. Ow es • f• •• • • • •• •• Air Air Conditioners Da RAI 6 Series 1 1 e The new degree of comfort- Rheem Classic® Series Air Conditioners -. RA16 Series Efficiencies up to 16 SEER/13 EER Nominal Sizes 11/2 to 5 Ton [5.28 to 17.6 kW] Cooling Capacities 17.3 to 60.5 kBTU [5.7 to 17.7 kW] ••••. . : .. ...... a1 ' c VL es EM ! • • •••• •• t� ra• —� ® •••• • t •••• •••••• "Proper siting and installation of equiprnetct iforitical to qphieve"":optimal •••• performance.Split system air conditio~gc1heat purap•i'ctr�Iiie • • matched with appropriate coil components to meet Enelgy Star. Ask your Contractor for details or vi:t: r1 .•ergystargo • •• •• • • New composite base pan-dampens sound,captures louver • Diagnostic service window with two-fastener opening- panels,eliminates corrosion and reduces number of fasteners provides access to the high and low pressure. needed • External gauge port access-allows easy connection of • Powder coat paint system-for a long lasting professional finish "low-loss"gauge ports • Scroll compressor-uses 70%fewer moving parts for higher • Single-row condenser coil-makes unit lighter and allows I efficiency and increased reliability thorough coil cleaning to maintain"out of the box" • Modern cabinet aesthetics-increased curb appeal with visu- performance a;ly appealing design • 35%fewer cabinet fasteners and fastener-free base- allow -- • Curved louver panels-provide ultimate coil protection, for faster access to internal components and hassle-free enhance cabinet strength, and increased cabinet rigidity panel removal • Optimized fan orifice-optimizes airflow and reduces unit • Service trays-hold fasteners or caps during service cal;s sound • OR code-provides technical information on demand for • Rust resistant screws-confirmed through 1500-hour salt faster service calls spray testing • Fan motor harness with extra long wires allows unit top to be • PlusOneTm Expanded Valve Space-3"-4"-5"service valve removed without disconnecting fan wire. space-provides a minimum working area of 27-square inches for easier access • PlusOneTm Triple Service Access-15" wide,industry lead- ing corner service access-makes repairs easier and faster. The two fastener removable corner allows optimal access to internal unit components. Individual louver panels come out once fastener is removed,for faster coil cleaning and easier cabinet reassembly rORM N0.A71-222 RW 4 i 1 Air Table of Contents RAi6 Series TABLE OF CONTENTS StandardFeature......................................................................................................3 AvailableSKUs ........................................................................................................3 _ Features&Benefits ..............................................................................................4-5 Model Number Identification ................................................................................6-7 General Data/Electrical Data....................................................................................8 Accessories ............................................................................................................9 WeightedSound Power............................................................................................9 Thermostats..............................................................................................................9 UnitDimensions......................................................................................................1 Q Clearances..............................................................................................................11 WiringDiagrams ....................................................................................................12 I - Application Guidelines............................................................................................12 I Refrigerant Line Size Information......................................................................13-14 - 0000 Performance Data ............................................................................................15-43 • . • • . 0.00 1 Guide Specifications ..............................................................................................44 " . •• •••• . 0000•. • . . - Limited Warranty ....................................................................................................45 •... 0000.. 0000.. . 0000 • . 0 . 0000.. 0000 •000.0 • . . _ 000000 0000. . 0000 0 00:000 0000 .00.0• .000.0 :00:0: . . x00006 000000 0• •0• :••0.: • . 0 i� OWE h r --00 Air I Standard Feature/Available SKUs - 0 RA16 Series Standard Feature Table STANDARD FEATURES Feature 18 24 30 36 42 48 60 R-410a Refrigerant J J J J ✓ J J Maximum SEER 16 16 16 16 16 16 16 Maximum EER 13 13 13 13 13 13 13 Scroll Compressor J J J J J J ✓ Field Installed Filter Drier ✓ ✓ J J ✓ J J Front Seating Service Valves ✓ ✓ J J J J J i Internal Pressure Relief Valve ✓ J J ✓ J J J Internal Thermal Overload J J ✓ J J ✓ J Lorg Li^e capability J J ✓ ✓ J J ✓ Low Ambient capability with Kit ✓ ✓ J ✓ ✓ J J 3-4-5 Expanded Valve Space J J J ✓ J J ✓ Composite Basepan J J J J J ✓ J 2 Screw Control Box Access J J J J J J J 15"Access to Internal Components J ✓ J J J J •. J Quick release louver panel design J ✓ J ✓ ✓ J •. ✓ No fasteners to remove along bottom ✓ J J J J J •. J •:• • Op::mized Venturi Airflow J ✓ J J J „ J • •• J , • • Single row condenser coil ✓ J J J ✓ , J • J , Powder coated paint J ✓ J ✓ J ', • J ;, • ✓ ;• •• Rust resistant screws J J J ✓ J.,, J J .,, • OR codeJ J ✓ J ✓..•, • J ." • J ..; ,• Externalgaugeports J J v, J J..,, ✓ ••• J ... ., Service trays J J J J v: • • J ' J • J=Standard . . ....:, ••..:, •, . Available SKUs Available Models Description RA1618AJl NA Qassic"Series 1 1/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1624AJl NA Classic'Series 2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1630AJl NA Qassic°Series 21/2 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1636BJlNA Qassic"Series 3 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1642AJl NA Classic"Series 3112 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1648AJlNA Classic"Series 4 ton 16 SEER Single-Stage Air Conditioner-208/230/1/60 RA1660AJl NA Classic"Series 5 ton 16 SEER Single-Stage A:r Cond"oner-208/230/1/60 t RA1618AJl NB Classic"Series 1 1/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1624AJl NB Qassic"Series 2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1630AJl NB Qassic"Series 21/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1636BJl NB Classic"Series 3 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1642AJl NB Qassic"Series 3112 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/1/60 RA1648AJl NB Classic"Series 4 ton 16 SEER Single-Stage Air Cogditioner w/High/Low Pressure-208/230/1/60 RA1660AJl NB Classic"Series 5 ton 16 SEER Single-Stage Air Conditioner wl High/Low Pressure-208/230/1/60 RA1636BGl NB Classico Series 3 ton 16 SEER Single-Stage Air Conditioner vrl High/Low Pressure-208/230/3/60 RA1642ACl NB Qassic"Series 31/2 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/3/60 RA1648AGl NB Classic"Series 4 ton 16 SEER Single-Stage Air Conditioner w/High/Low Pressure-208/230/3/60 RA1660AC1 NB Classic"Series 5 ton 16 SEER Single-Stage Air Condi::oner w/High/Low Pressure-208/230/3/60 A Air Features&Benefits ( RAI 6 Series Introduction to RA16 Air Conditioner The RA16 is our 16 SEER air conditioner and is part of the Rheem air conditioner product line that extends from 13 to 20 ILC SEER.This highly featured and reliable air conditioner is 1i .. r�^•; designed for years of reliable,efficient operation when matched with Rheem indoor aluminum evaporator coils and furnaces or air handler units with aluminum evaporators. I Our unique composite base( 1❑)reduces sound emission, elimi- nates rattles, significantly reduces fasteners,eliminates corro- If in the rare event,greater access is needed to internal compo- ! sion and has integrated brass compressor attachment inserts nents,such as the compressor,the entire corner of the unit can (E). Furthermore it has incorporated into the design,water be removed a!ong with the top cover assembly to have unprece- management features,means for hand placement(M)for unit dented access to interior of the unit(F-41). Extra wire length is maneuvering,screw trays(®)and inserts for lifting off unit incorporated into each outdoor fan and compressor so top pad. (❑e ) cover and control panel can be positioned next to the unit.With minimal effort the plug can be removed from the compressor and the outdoor fan wires can be removed from the capacitor to allow even more uncluttered access to the interior of the unit(E). Outdoor coil heights range from as short as 27"to 48",aiding i access to the compressor. DisassembJ j to this degnOclr"com- z tete reassembly only takes a first timA Mvioe techniCitm4ess ❑ 2 than 10minutes.(1s) ••... •••• •• • •Y• IL 4 © I� ••• ® •••••• 16 •••• 1 • Service Valves(©)are rigidly mounted in the composite base ' ,� • F.-Prix.with 3" between suction and discharge valves,4"clearancebelow service valves and a minimum of 5"above the service .• �:"• valves,creating industry leading insta!lation ease.The minimum ' 04 " �...,'' •"'• 27 square-inches around the service valves allows ample room ""• • •••• • to remove service valve Schrader prior to brazing,plenty of 14 1e •. clearance for easy brazing of the suction and discharge lines to • . .. .600 service valve outlets,easy access and hookup of low loss refrig- All units uti:ize strong formed louver pnnelc which provide induT • erant gauges and access to the service valve caps for t leading coil protection.Louver removal for coil cleae Rog is -***@: 9 9 (❑)� P try 9 P �9� open!rig.For applications with long-line lengths up to 250 feet accomplished by removing one screw and lifting tM4 paAel out of total equivalent length,up to 200 feet condenser above evapora- the composite base pan.(17)All RA16 units utilize single row tor,or up to 80 feet evaporator above condenser,the long-line coils(f6)making cleaning easy and complete,restoring the -instructions in the installation manual should be followed. performance of the air conditioner back to out of the box perfor- mance levels year after year. 7 ,to t j Controls are accessed from the corner of the unit by removing only two fasteners from the control access cover,revealing the The outdoor fan motor has sleeve bearings and is inherently industry's largest 15" wide and 14"tall control area(®).With all protected.The motor is totally enclosed for maximum protection this room in the control area the high voltage electrical whip(ED from weather,dust and corrosion.Access to the outdoor fan is can easily be inserted through the right size opening in the bot- made by removing four fasteners from the fan grille.The outdoor tom of the control area. Routing it leads directly to contractor fan can be removed from the fan grille by removing 4 fasteners lugs for connection.The low voltage control wires(10)are easily in the rare case outdoor fan motor fails. connected to units low voltage wiring. If contactor or capacitor (f i)needs to be replaced there is more than adequate space to Each cabinet has optimized composite(19)fan orifice assuring make the repair.Furthermore,if high pressure and low pressure efficient and quiet airflow. model was not purchased but is desired to be installed in the field,the service window(12)can be removed by removing two screws,to access the high and low side schrader fittings for easy 19 ,field installation.The entire corner can be removed providing ultimate access to install the high and low pressure switch.(fs) 4 a Air Features&Benefits �i I RAI6 Series The entire cabinet has powder post paint(©o)achieving 1000 Optional Accessories hour salt spray rating,allowing the cabinet to retain its aesthetics (Refer to accessory chart for model#) throughout its life. Compressor Crankcase Heater za Protects against refrigerant migration that can occur during low ambient operation r, Compressor Sound Cover zs • Reinforced vinyl compressor cover containing a 11/2 inch thick batt of fiberglass insulation •�� zz 1 •Open edges are sealed with a one-inch wide hook and loop fastening tape Compressor Hand Start Kit Scroll compressors with standard internal pressure relief and •Single-phase units are equipped with a PSC compressor internal thermal overload are used on all capacities assuring motor,this type of motor normally does not need a potential longevity of high efficient and quiet operation for the life of the relay and start capacitor product. • Kit may be required to increase the compressor starting Each unit is shipped with filter drier for field installation and will torque,in conditions such as low voltage trapanymoisture or dirt that could contaminate the refrigerant Low Ambient Kit system. ••••• — • • •Air conditioners operate satisfadtQrily ir6the codling mode • •• down to 55°F outdoor air temperature+Mthoutsanya ditional •• zs controls 0 ••.• • �t •This Kit can be added in the fieldQQ;Ibling unit to operate • dl 0000:•' properly down to 0°in the coolhyg.rrpde ' •"'•of •Crankcase heater and freezest'a?:Il uld be instgled on cor?i'0••� pressors equipped with a low 2imi6 nl kit • • ••••• 0000•• 0000•. 3"/6"/12" • • • • • All Z;abinets have industryleading structural strength due to the •Gray high density polyethylene feet fe available to raise unit '. composite base pan(zinterlocking corner pot(zz) formed off of mounting surface awaylr ory%oistura"••• "'•• curved louver panels(z3)and drawn top cover(za)making it Low Pressure .' • ;'••• the most durable cabinet on the market today. •Can be added infield enabling the unit to shelf offcompressor Each RA16 capacity has undergone rigorous psychometric test- on loss of charge ing to assure performance ratings of capacity,SEER NOTE:Unit can be purchased with high and low pressure and EER per AHRI Standard 210/240 rating condi- a@ n installed at factory.(Refer to SKU list) tions.Also each unit bears the UL mark and each unit Lm, is certified to UL 1995 safety standards. High Pressure Each unit has undergone specific strain and modal testing to •Can be added in field enabling unit to shut off compressor if -assure tubing 02-51)is outside the units natural frequency and that unit loses outdoor fan operation. the suction and discharge lines connected to the compressor NOTE:Unit can be purchased with high and low pressure withstand any starting,steady state operation or shut down installed at factory.(Refer to SKU list) • forces imposed by the compressor. Decorative Top All units have been sound tested in sound chamber to AHRI 270 •Can be installed on fan grille rating conditions,and A-weighted Sound Power Level tables produced,assuring units have acceptable noise qualities(see page 8). Each unit has been ran in cooling operation at 95°F and 82°F and sound ratings for the RA16 range from as low as 70.7 -. dBA to 76.6 dBA. All units have been ship tested to assure units meet stringent "over the road"shipping conditions. As manufactured all units in the RA16 family have cooling capa- bility to 55°F.Addition of low ambient control will allow the unit to operate down to 0°F. Factory testing is performed on each unit.All component parts meet well defined specification and continually go through receiving inspections. Each component installed on a unit is scanned,assuring correct component uti- lization for a given unit capacity and voltage.All condenser coils are leak tested with pressurization test to 550#'s and once installed and assembled,each units'complete refrigerant system is helium leak tested.All units are fully charged from the factory for up to 15 feet of piping.All units are factory run tested. The RA16 has a 10-year conditional compressor and parts war- ranty(registration required). ,: 41Mc� • . 1 V • - N ", V R A 16 24 A J 1 N A Brand Product SEER Capacity Major Series* Voltage Type Controls Minor Series** Option D Category BTU/HR Code y Z Rheem A-Air Conditioners 13-13 SEER 18-18,000 [5.28 kW] A-1st Design J- 1 ph,208-230/60 1 -Single-stage C -Communicating A-1st Design N/A 75 3 14 -14 SEER 24-24,000 [7.03 kW] B-2nd Design C-3ph,208-230/60 2-Two-stage N -Non-Communicating 16-16 SEER 30-30,000 [8.79 kW] V- InverterCD 17-17 SEER 36-36,000 [10.55 kW] 20-20 SEER 42-42,000 [12.31 kW] 48-48,000 [14.07 kW] 60-60,000 [17.58 kW] • .� k R P 14 24 A J 1 N A Brand Product SEER Capacity Major Series* Voltage Type Controls Minor Series** Option Category BTU/HR Code Rheem P-Heat Pump 13-13 SEER 18-18,000 [5.28 kW] A-1st Design J-1 ph,208-230/60 1-Single-stage C-Communicating A-1st Design N/A 14-14 SEER 24-24,000 [7.03 kWj C-3ph,208-230/60 2-Two-stage N-Non-Communicating 15-15 SEER 30-30,000 [8.79 kWj D-3ph,460/60 V-Inverter 17-17 SEER 36-36,000[10.55 kWj P-Piston 20-20 SEER 42-42,000[12.31 kW] • 48-48,000[14.07 kW] 60-60,000[17.58 kW] R C F 24 17 S T A M C A Brand Product Type Capacity Width Efficiency Metering Major Orientation Casing Minor Series** Option Category BTU/HR Device Series* Code Rheem C-Evap Coil F-Furn Coil 24-24,000 [7.03 kW] 14-14" S-Standard Eff. T-TXV A-1st Design M-Mu:tipoise C-Cased A-1st Design N/A H-A-r-Handler 36-36.000[10.55 kW] 17-17.5" M-Mid Eff. ••• [!-I!* ; ; .'. ; ; .V'Vertical only/ U-Uncased Coil 48-48,000[14.07 kW] 21-21" H-High Eff. • P-�i:toy• • • convertible 60-60,000[17.58 kW] 24-24.5' . . . Ded. "' '• • • • •• Horizontal only [ J Designates Metric Conversions 000 0 Goo so 000 • • . • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R 96 V A 70 2 3 17 M S A Brand Series Motor Major Rev Input Stages Air Flow Cabinet Configuration Nox Minor Rev BTU/HR Width Rheem 90-90 AFUE V-Variable speed A-1st Design 040- 42,000[12.31 kW] 1 -Single-stage 3-up to 3 ton 14-14" M-MJ:J X-Low Nox A-1 st Design 92-92 AFUE T-Constant 060- 56,000[16.41 kWj 2 -Two-stage 5-3 1/2 up to 5 ton 17-17.5' S-Standard 95-95 AFUE Torque 070- 70,000[20.51 kWj M-Modulating 21-21" 96-96 AFUE (X-13) 085- 84,000[24.62 kW] 24-24.5' 97-97 AFUE P-PSC 100- 98,000[28.72 kW] 115-112,000[32.82 kW] . 1 R 80 2 V A 075 3 17 M S A Brand Series Stages Motor Major Rev Input Air Flow Cabinet Configuration Nox Minor Rev BTU/HR With Rheem 80-80+AFUE 1 Single-stage V-Variab!e speed A-1 st Design 050- 50,000[15 kW] 3-up to 3 ton 14-14" M-Multi X-Low Nox A-1st Design 2 Two-stage T-Constant Torque(X-13) 075- 75,000[22 kW] 4-21/2 to 4 ton 17-17.5' D -Down S-Standard P-PSC premium 100-100,000[29 kWj 5-31/2 up to 5 ton 21 -21" Z -Down& S-PSC standard 125-125,000[37 kWj 24-24.5' zero clearance 150-150,000[44 kWj down flow 1 l •. w ,�z R H 1 T 36 17 S T A N A A 000 Brand Product Stages of Motor Type Capacity Width Coil Size Metering Major Controls Voltage Minor Factory Heat Option Category Airflow BTU/HR Device Series' Series" Cap Code • Rheem H-Air 1-Single-Stage V-Variable 24-24,000 [7.03 kW] 14-14" S-Standard T-TEV A-1st Design C-Communicating A-1 ph,115/60 A-1 st Design 00-no `TBD Handler 2-Rvo-Stage Speed 36-36,000[10.55 kW] 17-17.5' Eff. E-EEV N-Non-comm J-1 ph,208-240/60 factory heat M-Modulat;rg T-Constant 48.48,000[14.07 kW] 21 -21" M-Mid Eff. P-Piston D-3ph,480/60 with option Torque 60-60,000[17.58 kW] 24.24.5' H-High Eft. code P-PSC [ ]Designates Metric Conversions •• ••• • • • • • •• o • •• • • • • ••• • •• ••• •• • • • •• D • ••• • ••• •• • i 0 o • • • • • •• • • 8 m •• • • • • • • • • • • ro Z (D a m • • • • • • • • • • m 4 Air General Data/Electrical Data -_0 RA1fi Series Physical Data PHYSICAL DATA Model No. RA1618A RA1624A RA1630A RA1636B RA1642A RA1648A RA1660A I Nominal Tonnage 1.5 2.0 2.5 3.0 3.5 4.0 5.0 Valve Connections Liquid Line O.D -in, 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Suction Line O.D.-in. 3/4 3/4 3/4 3/4 7/8 7/8 7/8 Refrigerant(R410A)furnished oz.' 82 87 113 108 150 174 201 Compressor Type Scroll DUtd00r Coil Net face area-Outer Coil 121 14.8 16.2 17.29 24.2 28.3 32.3 Net face area-Inner Coil - - - - - - - Tube diameter-in. 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Number of rows 1 1 1 1 1 1 1 Fins per inch 22 22 22 22 22 22 22 ( Outdoor Fan Diameter-in. 2024 26 24 26 26 26 Number of blades 3 2 3 3 3 3 ,• •• 3 Motor hp 1/8P147 1/6 1/5 1/6 1/3 ; ,•, 1/3 • •• 1/3 • ••�• CFM 24052850 3915 3300 4450 ' •4660 ; 0004775 •• RPM 1095851 710 825 829 •• ;•' 828 ' " 795 • •"• watts 155 102 167 193 '• 198 • 239 Shipping weight-lbs. 147149 159 199 212 • . 232 ;, ,;,247 Operating weight-lbs. 1 140 142 152 192 205 225 240 ••;'•. ••• ElectricalData .. .. .... ...... Line Voltage Data(Volts-Phase-Hz) 208/230-1-60 208/230-1-60 208/230-1.60 208/230-1.60 2:8/230.1',6�•;nl/230-1-60 208/230-1-60 • Maximum overcurrent protection(amps)2 20 20 30 35 40 40 .• •:. 50 •'••'• Minimum circuit ampacity3 12 14 18 21 25 • • • 25 34 ••.•.: Compressor • Rated load amps 9 10.3 12.8 15.4 16.7 17 23.7 Lacked rotor amps 47.5 61.6 67.3 83.9 109 123.9 152.5 Condenser Fan Motor _ Full load amps 0.7 0.6 1.4 0.8 3.5 5.3 3.5 Locked rotor amps 1.3 1.5 2.3 1.5 - 2.3 - Line Voltage Data(Volts-Phase-Hz) - - - 208/230-3-60 208/230-3-60 208/230-3-60 208/230-3-60 Maximum overcurrent protection(amps)' - - - 20 25 30 35 Minimum circuit ampacity3 - - - 14 18 21 24 Compressor Rated load amps - - - 10.4 11.2 1 13.6 15.9 Locked rotor amps - - - 73 88 83.1 110 Condenser Fan Motor Full load amps - - - 0.8 3.5 3.5 3.5 Locked rotor amps - - - 1.5 - 2.3 - 'Refrigerant charge sufficient for 15 ft.length of refrigerant lines.For longer line set requirements see the installation instructions for information about set length and additional refrigerant charge required. 2HACR type circuit breaker of fuse. 311efer to National Electrical Code manual to detenaine wire,fuse and disconnect size requirements. A -on Air Accessories/Weighted Sound Power/Thermostats a ( RAi6 Series Accessories Model No. RA1618 RA1624 RA1630 RA1636 RA1642 RA1648 RA1660 Compressor crankcase heater' 44-17402-44 44-17402-44 44-17402-44 44-17402-44 44-17402-45 44-17402-45 44-17402-45 Low ambient control RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 RXAD-A08 Freeze Stat 50313 50313 50313 50313 50313 50313 50313 Compresear sound cover 68-23427-26 68-23427-26 68-23427-26 68-23427-26 68-23427-25 68-23427-25 68-23427-25 Compressor hard start kit SK-Ai SK-A1 SK-A1 SK-A1 SK-A1 SK-A1 SK-A7 Low pressure control RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 RXAC-A07 High pressure control RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A07 RXAB-A37 RXAB-A07 Heat pump Riser 6in. 686020 686020 686020 686020 686020 686020 686020 Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLG 200RD2T3TVLC 200RD2T3TVLC 200RD3T3TVLC 200RD3T3TVLC (24 VAC,50/60 Hz) Solenoid Coil 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V 61-AMG24V Liquid Line Solenoid Solenoid Valve 200RD2T3TVLC 200RD2T3TVLC 204RD2T3TVLC 200RD2T3TVLC 200RD2T3TVLC 200RD3T3TVLC 200RD3T3TVLC (120/240 VAC,50/60 Hz) Solenoid Coil 61-APAG120240V 61-AMG120/240V 61-AMG120/240V 61-AMG120240V 61-AMG120/240V 61-AMG1201240V 61-AMG120240V Classic Top Cap wA.abel 91-101123-21 1 91-101123-21 1 91-101123-21 91-101123-21 91-101123-21 1 91-101123-21 1 91-101123-21 *Crankcase Heater recommended with Low Ambient Kit. Weighted Sound Power Level (dBA) •••• •••••• ♦' Standard TYPICAL OCTAVE BAND SPECTRUM(dBA without tone ad'ustmen" • • Unit Size Voltage,Series Rating(dBA) 125 250 500 1000 240,• 4000 80 O RA1618A 76.6 53.4 60 65.7 66.3 64"•� 5$.8 , 52'•6••• .••- - RA1624A 75.5 49.9 58.4 61.4 64.1 �••• 5 s. 50.$6•.. RA1630A 74.3 48.4 57.4 62.6 64.5 6611•••a 56.6••• 51.5•••• RA1636B 75 51.6 58.7 63.1 66.1 6i2Z •• 59•••• 55.7••••- RA1642A 70.7 47.5 51 60.2 60.7 5647••• 53.6 • 50.4 - RA1648A 74.3 51.2 56.1 64.5 65.6 60.7 58.6 • 52.6•••a• RA1660A 74.6 50.1 55.1 65.6 64.8 1 08.2 0 j 5ii.4 561 • • NOTE:Tested in accordance with AHRI Standard 270-08(not listed in AHRI) •• • • 000 • - • • Thermostats Ll 200-Series Programmable L - e 300-Series* 500-Series Deluxe Communicating/ Programmable Programmable c 400-Series - Special Applications/ Programmable Brand Descripter Series System Type (3 Characters) (3 Characters) (2 characters) (2 Characters) RHC TST 213 LIN MS 200•PrognnmaMe GE=Ge[/Ekcatc 300-Gelu.Pra(<ea .ahk UMUravareal(ACHPIGE) RHC=Rhrsm TST=Thermosta[ 400=Spaaal AOPFcaliona/ AO=Alodulatig Fumace 55=S�n01e-SIa9e Programmable pF=Dual F..1MG=Mua�-Stage 5'-Cam Z ingl CM=CornmurecaCmg Pro;re ble *Photos are representative.Actual models may vary. For detailed thermostat match-up information, see specification sheet form number T11-001. Air Unit Dimensions 0 I RA16 Series Unit Dimensions [ OPERATING SHIPPING MODEL H(Height) L(Length) W(Width) H(Height) L(Length) W(Width) NO. INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA1618A 27 685 29.75 755 29.75 755 27.375 695 32.25 819 32.25 819 RA1624A 27 685 33.75 857 33.75 857 27.375 695 36.25 921 36.25 921 RA1630A 27 685 35.75 908 35.75 908 27.375 695 38.25 972 38.25 972 RA16368 31 787 33.75 857 33.75 857 31.375 797 36.25 921 36.25 921 RA1642A 39 990 35.75 908 35.75 908 39.375 1000 38.25 972 38.25 972 RA1648A 45 1143 35.75 908 35.75 908 45.375 1153 38.25 972 38.25 972 RA1660A 51 1295 35.75 908 35.75 908 51.375 1305 38.25 972 38.25 972 ALLOW 60"[1524 mm] OF CLEARANCE • • • . R , D •••••• S •••• • •..•• • • H • • • • a' L .• .. ..•• .•••.. G • . . • E • • • • •.•••• SERVICE PANELS/ INLET CONNECTIONS/HIGH&LOW VOLTAGE ACCESS ALLOW 24"[610 mm]OF CLEARANCE AIR INLET LOUVERS ALLOW 6"[152 mm)MIN.OF CLEARANCE ALL SIDES 12"1305 mm]RECOMMENDED [ ]Designates Metric Conversions ST-A1226-02-00 CLEARANCES WALL WALL 6" (152.4) 24" (609.6) Service 24" 12" 12" (609:6) D Service (304.8) (304.8) r 6" (152.4[j 6" (152.4) 12" (304.8) WALL 24" 24" 24" (609.6) (609.6) (609.6 Service Service Service 18" 24" 24" (457.2) (609.6) •• 00: • • ni--P) 24" recommended •• •; ••; {4'1.,r.gcaTmended 6" minimum ..; •.; .I� �iQirqutn ... .. JL6 .. . . . . . . . . . . NOTE: NUMBERS IN () = mm ..: :• •.• •.• D IMPORTANT.Men installing multiple units in an alcove.roof well or partially enclosed area,ensure there is adequate ventlabon to prevent re-circulation of discharge arc. M n D m ••• • • • • ••• • • � w • • • • • • • • ST-A1225-01-00Co y m m ••• • • • ••• • • Air wiring Diagram/Application Guidelines 0 I RA16 Series Control Wiring FIGURE 2 'IF MAXIMUM OUTLETTEMPERATURE RISE IS DESIRED,R IS RECOMMENDED THAT CONTROL WIRING FOR GAS OR OIL FURNACE W1(WBK)AND W2(W/BL)BE JUMPEREO TOGETHER. TYPICAL THERMOSTAT TYPICAL THERMOSTAT FOR TYPICAL GAS OR OIL HEAT SUBBASE FOR TYPICAL ELECTRIC HEAT SUBBASE YO GO UW O Y G W R I - BR -BROWN WIRE YL -YELLOW WIRE OR-BROWN WIRE X-WIRE CONNECTION R-RED WIRE YL-YELLOW W;RE WBK-WHITE WIRE WITH BLACK STRIPE GBK-GREEN WIRE W'.TH BLACK STRIPE PU-PURPLE WIRE(NOT USED) X-WIRE CONNECTION TYPICAL GAS OR TYPICAL ELECTRIC HEAT OIL FURNACE LOW VOLTAGE JUNCTION BOX * W/6L TYPICAL CONDENSING R TYPICAL COI0ENSING R UNITWBK UNIT G/BK G Y6.. — yl Y YL 08a••0 • • •••••• BR OR •• • • •• •• - 0 OF, • •••••• •••• •••••• • • •••• • ••••• •••••• •••• ••••• Application Guidelines •• •• •••• ...... 1. Intended for outdoor installation with free air inlet and outlet.Outdoor fan external static pressure av41NE:i§Sess than 0'01 -in.wc. '. . . . . ....•• 2.Minimum outdoor operation air temperature for cooling mode without low-ambient operation accessop is 5.5°F(12.$°L�"• • • 3. Maximum outdoor operating air temperature is 125°F(51.7°C). •' • • ••' • 4. For reliable operation,unit shou,d be level in all horizontal planes. _5.Use only copper wire for electric connections at unit.Aluminum and clad aluminum are not acceptable for the type of connector provided. 6. Do not apply capillary tube indoor coils to these units. 7. Factory-supplied filter drier must be installed. `� Refrigerant Line Size Information Liquid Line Selection Chart Liquid Line Size Elevation(Above or Below)Indoor Coil Capacity System Connection Size Liquid Line Size Total Equivalent Length-Feet[in] Capacity Modal (inch I.D.)[mm] (Inch O.D.)[mml 25[7.62] 50[15.24]175[22.86] 100[30.48]1125[45.72] 1150[45.72] 1175[53.34] 200[60.96] 225[68.58] 1250[76.20] 275[83.82] 300[91.44] Maximum Vertical Separation-Feet[Inj 1/4 [6.35] 25[7.62] 50[15.24]160[18.29] 45[13.72]1 30 [9.14] 15 [4.57] N/R N/R N/R N/R N/R N/R 5/16 [7 94] 25[7.62] 50[15.24] 75[22.86] 85[25.911 85[25.911 80[24.38] 75[22.86] 70[21.34] 70!21.34] 65[19.81] 60[18.29] 55[16.76] 18 3/8"[9.53] 3/8 [9.53] 25[7.62] 50[15.24] 75[22.86] 95[28.96] 95[28.96] 95[28.96] 90[27.43] 90[27.43] 90[27.43] 90[27.43] 85[25.911 85[25 911 7/16[11.12] 25[7.62] 50[15.24] 75[22.86] 100[30.481 100[30.43] 100[30.48] 1C3[30.48] 95[28.961 95[28.96] 95[28.93] 95[28.96] 95[28 961 1/2[12.71] 25[7.62] 50[15.24] 75[22.86] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 1/4 [6.35] 25[7.62] 50[15.24] 35[10.671 10 [3.05] N/R N/R N/R N/R N/R N/R N/R N/R 5/16 [7.94] 125[7.62] 50[15.24] 75[22.86] 80[24.38] 75[22.86] 70[21.34] 60[18.29] 55[16.76] 50[15.24] 45[13.72] 40[12.19] 30 [9.14] 24 3/8"[9.53] 3/8 [9.53 125[7.62] 50[15.241 75[22.86] 95[28.96] 95[28.96] 90[27.43) 90[27.43] 90[27.43] 85[25.91] 85[25.91] 80[24.38] 80[24.38] 7/16[11 12] 25[7.62] 50[15.24] 75[22.86] 100[30.48] 103[30.431 100[30.48] 100[30.48] 100[30.48] 95[28.96] 95[28.96] 95[28.96] 95[28.96] 1/2[12.71 125[7.62] 50[15.24] 75[22.861 100[30.48] 105 [32] 100[30.481 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 100[30.48] 1/4 [6.35 125[7.62] 30 [9.14] N/R N/R N/R N/R N/R NIR N/R N/R N/R N/R 5/16 [7.94] 25[7.621 50[15.24] 70[21.34] 65[19.81] 55[16.76] 45[13.72] 35[10.67] 25 [7.62] 20 (6.1] 10 [3.05] N/R NIR 30 3/8"[9.53] 3/8 [9.53] 25[7.62] 50[15.24] 75[22.86] 85[25.91] CJ[25 91 80[24.38] 80[24.38] 75[22.861 70[21.34] 70[21.34] 65[19.81] 60[18.29] 7/16[11 12] 25[7.62] 50[15.24] 75[22.86] 95[28.961 95[28.96] 90[27.43] 90[27.43] 90[27.43] 90 127.43] 85[25.91] 85[25.911 85125.911 112[12.711 25[7.62] 50[15.24] 75[22.86] 95[28.96] 95[28.96] 95[28.96] 95[28.96] 95[28.96] 95[28.96] 95(28.96] 95[28.96] 90[27 431 1/4 [6.35] 25[7.62] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 5/16 [7.94] 25[7.62] 50[15.24] 60[18.29] 45[13.72] 35[10 67] 20 [6.1] 5 [1.52] N/R N/R N/R N/R N/R 36 3/8"[9.53] 318 [9.53] 25[7.62] 50[15.24] 75[22.86] 80[24.38] 75[22 C61 70[21.34] 65[19.811 60[18.29] 60[18.29] 55[16.76] 50[15.24] 45[13 72] 7/16[11.12] 25[7.62] 50[15.24] 75[22.86] 90[27.43] 90[27.43] 85[25.91] 85[25.91] 85[25.91] 80[24.38] 80[24.38] 75[22.86] 75[22.36] 112[12.71] 25[7.62] 50[15.24] 75[22.86] 95[28.96] 95[28.96] 95[28.96] 90[27.431 90[27.431 90[27.43] 90[27.43] 90[27.43] 65[25,91] 1/4 [6.35] 25[7.62] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 5/16 [7.94] 25[7.62] 50[15.24] 55[16.76] 45[13.72] 30 [9.14] 15 [4.571 N/R N/R N/R N/R N/R N/R • 36B 3/8"[9.53] 3/8 [9.53] 25[7.62] 50[15.24] 75[22.86] 80[24.38] 75[22 C61 70121341 65[19.811 60[18.29] 55 116 76] 50[15.24] 45[13.72] 40[12.19] 7/16[11.12] 25[7.62] 50[15.24] 75[22.861 90[27.43] 90[27.43] 90[27.43] 85[25.91] 85[25 911 80[24.38] 80[24.38] 75[22.86] 75[22.861 1/2[12.71] 25[7.62] 50[15.74] 75[22.86] 95[28.96] 95[28.96] 95[28.96] 95[28.96] 90[27.431 90[27.43] 90[27.43] 90[27.43] 90[27.43] 1/4 [6.35] 20 [6.1] N/R N/R N/R N/R N/R N/R N/R N/R NIR N/R N/R 5/16 [7.94] 25[7.62] 50[15.24] 40[12.19] 20 [6.1] N/R N/R N/R N/R N/R N/R N/R N/R 42 3/8"[9.53] 3/8 [9.53] 25[7.62] 50[15.24] 75[22.86] 70 ?1.341 60[18.29] 55[16 761 50[15.24] 45[13.72] 40[12.191 30 [9 141 25 [7.621 20 [6 11 7/16[11.12] 25[7.621 50[15.24] 75122.861 85[25.911 80[24 381 80[24.38] 75122861 70[21 341 70[21.34] 65[19-811 65[19.811 60[18.29] 112[12.711 25[7.62] 50[15.24] 75[22.86] 90[27 43] 85[25 911" 85[25.91 85[25.91 85[25.911 80[24.38] 80[24 38] 80[24.38] 80[24.38] ��� 1/4 [6.35] 15[4.57] N/R N/R N/R •N/R •NA • .NAR N/R N/R N/R N/R N/R 5/16 [7.94] 25[7.62] 50[15.24] 35[10.67] 15 [4.57] N/R • •NAR • •NA • N/R N/R NIR N/R N/R D 48 3/8"[9.531 3/8 [9.53] 25[7.62] 50[15.24] 75[22.86] 65[19.81] 8.-%A 55445.76} [13.72} 40[12 19] 30 [9 141 25 [7.62] 20 [6 11 10 [3.05] - 7/16[11.12] 25[7.62] 50[15.24] 75[22.86] 85[25.911 80[24.38] 80[?4 38] 75[22.86] 70[21 34] 70[21.34] 65[19-811 65[19.811 60[18.29] a 1/2[12.71] 25[7.621 50[15.24] 75[22.86] 90[27 431 90[27 43) 85[75.91 85[25.911 85[25 911 85[25.911 60[24.38] 80[24.38] 80[24.381 0 Ch 1/4 [6.35] N/R N/R N/R N/R +N/l? •NAR • W .N/R N/R N/R N/R N/R 5/16 [7.94] 25[7.62] 30 [9.14] N/R N/R ••N/R+ •OR • •N • .N/R N/R NIR N/R N/R y 60 3/8"[9.53] 3/8 [9.53] 25[7.62] 50[15.24] 60[18.29] 50[15.24] •�b0[13.19] 30• [914 20 (Li.l] •5 [1 52] N/R N/R N/R N/R Cn 7/16[11.12] 25[7.62] 50[15.24] 75[22.86] 70[21.34] 70[21 341 65[19.81] 60[18.29] 55[16.76] 50[15.24] 45[13 721 40[12.19] 40112 191 u 112[12.71] 25[7.62] 50[15.241 75[22.861 80[24.38] 80[24 381 75[22 861 75[22.86] 75[22 861 70[21 34] 70[21.34] 65[19.81] 65[19.81] 5 NOTES: • . • • • • • • [ ]Designates Metric Conversions N/R =ApplicaCon cot recommended. Grey=This application is acceptable,but the long line guidelines must be followed. Reference Long Line Set section in the 10 • ••••• • i i•••s 0 ••• • • • ••• • • r + , Refrigerant Lihe Size Informatiaxn (con't.) JL6 Vapor Line Selection Chart y able R-410A System Vapor Line CapacVapor Line Size Total Equivalent vtty aleMultiplier t Leo ith-Feet m Capacity Model Connection Size Inch O.D.}[mm] q 9 [ ] (Inch I.D.)[mm] 25[7.62] 50[15.24]175[22.86] 100[30.48] 125[45.72]1150[45.72] 175[53.34]1200[60.96] 225[68.58] 250[76.20] 275[83.82] 300[91.44] m y CD m w 5/8[15.88] 1.00 0.99 0.99 1 0.99 0.98 0.98 0.97 0.97 0.97 1 0.96 0.96 0.96 1w 3/4[19.051 1.00 1.00 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99CD y 18 3/4"[19.06] 7/8[22.23] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N 1 [25.4] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R CD 1-1/8[28.581 N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R o 5/8[15.88] 1.01 0.99 0.98 0.98 0.97 0.96 0.95 0.95 0.94 0.93 0.93 0.92 3/4[19.05] 1.00 1.00 1.01 1 0.99 0.99 1.00 0.98 0.98 0.98 0.98 0.98 0.98 24 3/4"[19.06] 7/8[22.231 1.00 1.01 1.00 1.00 1.00 1.01 1.00 1.00 1.00 0.99 0.99 1.00 1 [25.4] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 1-1/8[28.58] N/R N/R NIR N/R N/R N/R N/R N/R N/R N/R N/R N/R 5/8[15.88] 1.01 0.99 0.98 0.97 0.96 0.95 0.95 0.94 0.93 0.92 0.91 0.91 3/4[19.05] 1.00 1.01 1.01 1.00 1.00 0.99 0.99 0.98 0.98 0.98 0.97 0.97 30 3/4"[19.061 7/8[22.23] 1.01 1.00 1.00 1 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1 [25.4] 1.01 1.01 1.01 1.00 1.00 1.01 1.00 1.01 1.00 1.00 1.00 1 00 1-1/8[28.58] N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R c� 5/8[15.881 0.99 0.97 0.95 0.94 0.93 0.93 0.91 0.91 0.90 0.89 0.87 0.86 3/4[19.05] 1.00 0.99 0.99 0.93 0.98 0.97 0.96 1 0.96 0.95 0.95 0.94 0.94 36 3/4"[19.06] 7/8[22.23] 1.00 1.00 0.99 1.00 0.99 0.99 0.99 0.98 0.98 0.98 0.97 0.97 1 [25.4] 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 1-1/8[28.58] 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5/8[15.88] 0.99 0.97 0.97 0.94 0.94 0.93 0.92 0.90 0.89 0.87 0.87 0.85 3/4[19.05] 1.00 1.00 0.99 0.99 0.98 0.98 0.97 0.97 0.97 0.95 0.95 0.95 36B 3/4"[19.06] 7/8[22.23] 1.01 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 0.99 0.99 0.98 1 [25.4] 1.01 1.01 1.00 1.00 1.01 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1-1i8[28.581 N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 5/8[15.88] 0.98 0.97 0.95 0.92 0.91 0.90 0.89 0.86 0.85 0.84 0.83 0.83 3/4[19.051 1.00 0.98 0.98 0.97 0.96 0.96 0.95 0.95 0.93 0.93 0.93 0.92 42 7/8"[22.23] 7/8[22.23] 1.00 1.00 0.99 0.99 0.98 0.98 0.98 0.97 0.97 0.96 0.96 0.96 1 [25.4) N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 1-1/8[28.581 N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R N/R 5/8[15.881 0.98 0.97 0.94 0.92 0.91 0.89 0.87 0.86 0.84 1 0.83 0.82 0.81 3/4[19.051 1.00 0.99 0.98 0.97 90.• .O.96 9 90.56 *a 0.95 0.94 0.94 0.93 0.92 48 7/8"[22.23] 7/8[22.23] 1.00 1.00 1.00 1.00 •0.99 5 8• •0. • 0.98 0.98 0.98 0.97 0.97 1 [25.4] N/R N/R N/R N/R TUR •N . :RZI N/R N/R N/R N/R N/R 1-1/8[28.58) N/R N/R N/R N/R /R N N/R N/R N/R N/R N/R 5i8[15.88] 0.98 0.95 0.92 0.88 0.88 0.86 0.85 0.82 N/R N/R N/R N/R 3/4[19.05) 1.00 0.99 0.98 0.97 • Uii• 5.95•• 0.94• . 0.94 N/R N/R N/R N/R 60 7/8"[22.23] 7/8[22.231 1.01 1.00 1.00 1.00 0.9 .0. 9 . 0 TP. .0.97 N/R N/R N/R N/R 1 [25.4] 1.02 1.01 1.01 1. 0•1.0 • .1 1 • 0. 9 . .1.00 N/R N/R N/R N/R 1-1/8[28.58] N/R I N/R N/R N/R N1 /R IN/R' N/R N/R N/R N/R N/R NOTES: [ ]Designates Metric Conversions N/R=Application not recommended. ••• • • • . ••. • • All calculations assume a 3/8"liquid line • • • • • • • • • •• •• • • • •• •• Air Performance Data �i ( RAi6 Series Performance Data @ AHRI Standard Conditions- Cooling High Sales Volume Tested Combination(HSVTC) Outdoor Total Capacity Net Sensible Net Latent Indoor CFM Unit Indoor Coil BTU/H RWI BTU/H RWI BTU/H[kW] SEER EER ws1 AHRI# RA1618AJ1 RCF2417STAM+RXMD-004 18000 [5.3] 13500 [4.0] 4500[1.31 14.5 12.2 600[283.2] 7940358 RA1624AJ1 RCF2417STAM+RXMD-004 24000 [7.0] 17500 [5.11 6500[1.91 14.5 12.2 800[377.6] 7940647 RA1630AJ1 RCF3617STAM+RXMD-004 28400 [8.3] 21600 [6.31 6800[2.01 14.5 12.2 1025[483.71 7940930 RA1636BC1 RCF3617STAM+RXMD-004 35800[10.5] 25500 17.51 10300[3.01 14.5 12.2 1100[519.11 8177920 RA16366J1 RCF3617STAM+RXMD-004 35800[10.5] 25500 [7.5] 10300[3.01 14.5 12.2 1100[519.11 8178451 RA1642AC1 RCF4821STAM+RXMD-004 41000[12.0] 30300 [8.9] 10700[3.1] 14.5 12.2 1425[672.51 7942269 RA1642AJ1 RCF4821STAM+RXMD-004 41000[12.0] 30300 [8.91 10700[3.1] 14.5 12.2 1425[672.5] 7942605 RA1648AC1 RCF4821 MTAM+RXMD-004 46000[13.5] 35700 110.51 10300[3.01 15.1 12.5 1600[755.1] 7943765 RA1648AJ1 RCF4821 MTAM+RXMD-CO4 46000[13.5] 35700[10.5] 10300[3.0] 15.1 12.5 1600[755.11 7943766 RA1660AC1 RCF6024STAM+RXMD-CO4 56500[16.6] 39100[11.51 17400[5.1] 15.1 12.5 1525[719.7] 7943825 RA1660AJ1 RCF6024STAM+RXMD-004 56500[16.61 39100[11.5] 17400[5.1] 15.1 12.5 1525[719.71 7943604 [ )Designates Metric Conversions 0000 + - • • 0000 0000•. 0000.• 0000 • • 0000•. 0000•. . • 0000 0000.. • • 0000.. 0000 . 0000. 0000•. • . _ • • 0000 0000. •. •. 0000 0000.. 0000•• • • • • • 0000:. 0000.. .• . 0000.. • 0 i I `Y �; AirPerformance Data 0 ( RA16 Series v Performance Data @ AHRI Standard Conditions- Cooling (con't.) Coil Only Ratings Outdoor Total Capacity Net Sensible Net Latent Indoor CFM Unit Indoor Coil BTU/H NWl BTU/H[kWl BTU/H NW1 SEER EER [L/sl AHRI# RCF2414STAM+RXMD-004 18000 [5.3] 13500 [4.0] 4500[1.3] 14.5 12.2 600[283.2] 7940295 RGF2417HTAM+RXMD-G04 18000 [5.3] 13000 [3.8] 5000[1.5] 14.5 12.2 600[283.2] 7940316 RA1618AJ1 RCF2417MTAM+RXMD-004 18000 [5.3] 13000 [3.8] 5000[1.5] 14.5 12.2 600[283.2] 7940337 RCF2421MTAM+RXMD-G04 18000 [5.3] 13000 [3.8] 5000[1.5] 14.5 12.2 600[283.2] 7940410 RGF2421 HTAM+RXMD-G04 18000 [5.3] 13000 [3.8] 5000[1.5] 14.5 122 600[283.2] 7940384 RCF2414STAM+RXMD-004 24000 [7.0] 17500 [5.1] 6500[1 9] 14.5 12.2 800[377.6] 7940574 I RCF2417HTAM+RXMD-G04 24000 [7.0] 17500 [5.1] 6500[1.9] 14.5 122 800[377.6] 7940598 f RA1624AJ1 RCF2417MTAM+RXMD-G04 24000 [7.0] 17500 [5.1] 6500[1.9] 14.5 12.2 800[377.6] 7940622 RCF2421MTAM+RXMD-004 24000 [7.0] 17500 [5.1] 6500[1.9] 14.5 12.2 800[377.6] 7940713 RGF2421HTAM+RXMD-G04 24000 [7.0] 17500 [5 11 6500[1.9] 14.5 12.2 800[377.6] 7940680 RCF3621HTAM+RXMD-G04 30000 [8.8] 22800 [6.7] 7200[2.1] 15 12.5 1025[483.7] 8080028 RGF3621MTAM+RXMD-004 29600 [8.7] 20900 [6.1] 8700[2.5] 15.1 12.5 1025[483.7] 7940974 RA1630AJ1 RCF3621STAM+RXMD-004 28400 [8.3] 21600 [6.3] 6800[2.0] 14.5 12.2 1025[483.7] 7941018 RCF3624HTAM+RXMD-004 30000 [8.8] 22800 [6.7] 7200[2.1] 15.1 12.5 1025[483.7] 7941049 RCF3624MTAM+RXMD-G04 29600 [8.7] 20900 [6.1] 8700[2.5] 15.1 12.5 . 1025[483.7] • 7940080 RCF3621 HTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 15.1 12.5 •InO:566.31 . X177944 • RGF3621 MTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 14.5 12.2 ••i1, 4542.7] ;#91?7992 • RA1636BC1 RCF3621 STAM+RXMD-004 35800[10.5] 25500 [7.5] 10300[3.0] 14.5 12.2 ••4#9"519.11 .8178039 . RCF3624HTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 15.1 12.5 .'IMJ566.3]• 8478076 • �'; RCF3624MTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 14.5 12.2 1 I[566.3]• 8178113 • �.•� RCF3621 HTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 15.1 12.5 •1 0.[566.3]. OM18475 • Dose RCF3621 MTAM+RXMD-004 36000[10.6] 25600 [7.5] 10400[3.0] 14.5 12.2 1150[542.7] •0178521 • •' • RA1636BJ1 RCF3621STAM+RXMD-G04 35800[10.5] 25500 [7.5] 10300[3.0] 14.5 12.2 1100'[519.1] 8178567 so • RCF3624HTAM+RXMD-G04 36000[10.6] 25600 [7.5] 10400[3.0] 15.1 12.5 12p0[566.3]• ••9178602 RCF3624MTAM+RXMD-G04 36000[10.6] 25600 [7.5] 10400[3.0] 14.5 12.2 .• O:[566.3] . X178637 • •••• RCF4821 MTAM+RXMD-G04 42000[12.3] 29600 [8.7] 12400[3.6] 14.5 j 12.2 1425[672.5] ..•8:80539 .RA1642AC1 RCF4824HTAM+RXMD-004 42000[12.3] 31100 [9.1] 10900[3.21 15.1 12.5 1425[672.5] 7942305 RGF4824STAM+RXMD-004 41000[12.0] 30300 [8.9] 10700[3.1] 14.5 12.2 1425[672.5] 7942342 RCF4821 MTAM+RXMD-G04 42000[12.3] 29600 [8.7] 12400[3.6] 14.5 12.2 1425[672.5] 8080654 RA1642AJ1 RCF4824HTAM+RXMD-G04 42000[12.3] 31100 [9.1] 10900[3.2] 15.1 12.5 1425[672.5] 7942641 RCF4824STAM+RXMD-G04 41000[12.0] 30300 [8.9] 10700[3.1] 14.5 12.2 1425[672.5] 7942678 RCF4821 STAM+RXMD-G04 44000[12.9] 32600 [9.6] 11400[3.3] 15.1 12.5 1375[648.9] 7942932 RA1648AC1 RCF4824HTAM+RXMD-G04 46500[13.6] 34400[10.1] 12100[3.5] 15.5 13 1600[755.1] 7942967 RCF4824STAM+RXMD-004 44000[12.9] 32600 [9.6] 11400(3.3] 15.1 12.5 1375[648.9] 7943004 RCF4821 STAM+RXMD-G04 44000[12.9] 32600 [9.6] 11400[3.3] 15.1 12.5 1375[648.9] 7943258 RA1648AJ1 RCF4824HTAM+RXMD-004 46500[13.6] 34400[10.1] 12100[3.5] 15.5 13 1600[755.1] 7943293 RCF4824STAM+RXMD-G04 44000[12.9] 32600 [9.6] 11400[3.3] 15.1 12.5 1375[648.9] 7943330 [ - -RA1660AC1 RCF6021STAM+RXMD-004 55500[16.3] 36600[10.7] 18900[5.5] 14.5 12 1750[825.9] 8080979 RCF6024HTAM+RXMD-004 56500[16.6] 39100[11.5] 17400[5.11 15.1 12.5 1525[719.7] 7943796 RA1660AJ1 RCF6021 STAM+RXMD-G04 55500[16.3] 36600[10.7] 18900[5.5] 14.5 12 1750[825.9] 8081057 RGF6024HTAM+RXMD-004 56500[16 61 39100[11.5] 1 17400[5.1] 1 15.1 1 12.5 1525[719.7] 7943575 [ ]Designates Metric Conversions AirPerformance Data r. 0 I RA16 Series Performance Data @ AHRI Standard Conditions- Cooling (con't.) R832V: Prestige 2-Stage 80%ECM Furnace Ratings Out Total Capacity Net Sensihte Net Latent Indoor CFM U^it Furnace Indoor Coil BTU/H[kW] BTU/H[kW] BTU/H[kW1 SEER EER [L/s] AHRI# RCF6021 STAM 55500[16.3] 37100[10.9] 18400[5.4] 15.5 13 1525[719.7] 8080962 RA1660AC1 R802VA100521MSA RGF6024HTAM 58000[17.0] 42200[12.4] 15800[4.6] 15.5 13 1725[814.1] 7943774 RCF6024STAM 58000[17.0] 42200[12.4] 15800[4.6] 15.5 13 1725[814.1] 7943803 RA1660AC1 R802VA100521MXA RGF6024HTAM 58000[17.0] 42200[12.4] 15800[4.6] 15.5 13 1725[814.1] 8080988 RCF6024STAM 58000[17.0] 42200[12.4] 15800[4.61 15.5 13 1725(814.1) 8081000 RA1660AC1 R802VA100521ZSA RCF6024HTAM 57000[16.7] 39400[11.5] 17600[5.2] 15.5 13 1500[707.9] 7943775 RCF6024STAM 57000 116.71 39400[11.5] 17600[5.21 15.5 13 1500[707.9] 7943804 RA1660AC1 R802VA100521ZXA RCF6024HTAM 57000[16.7] 39400[11.5] 17600[5.2] 15.5 13 1500[707.9] 8080989 RCF6024STAM 57000[16.7] 39400[11.5] 17600[5.2] 15.5 13 1500[707.9] 8081001 RA1660AC1 R802VA125524MSA RCF6024HTAM 57500[16.9] 40100[11.8] 17400[51 1 16 13 1525[719.7] 7943776 RCF6024STAM 57500[16.9] 40100[11.81 17400[5.11 16 13 1525[719.7] 7943805 -RA1660AC1 R802VA125524MXA RCF6024HTAM 57500[16.9] 40100[11.8] 17400[5.1] 16 13 1525[719.7] 8080990 RCF6024STAM 57500[16.9] 40100[11.8] 17400[5.1] 16 13 1525[719.71 8081002 RA1660AC1 R802VA125524ZSA RGF6024HTAM 57000[16.7] 39600[11.6] 17400[5.11 15.5 13 1525[719.7] 7943777 RCF6024STAM 57000[16.7] 39600[11.6] 17400[5.1] 15.5 13 15Z5[719.7]• - X3806 RA1660AC1 R802VA125524ZXA RCF6024HTAM 57000[16.7] 39600[11.6] 17400[5.1] 15.5 13 %.A21[719.7], 8080991 ••�:' RCF6024STAM 57000[16.7] 39600[11.6] 17400[5.11 15.5 13 . •1695[719.71• :.V1003 • RCF6021 STAM 55500[16.3] 37700[11.0] 17800[5.2] 15.1 12.5 • •1;EAA[755.1] .8081039 RA1660AJ1 R802VA075421MSA RCF6024HTAM 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 •fOHO[755.1 j• &081064 ; '••; RCF6024STAM 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 '?MO[7551)• 8081076 . .•• • • . RCF6021 STAM 55500[16.3] 37700[11.0] 17800[5.2] 15.1 12.5 .MOy[755.1),•••4108098 • ••• RA1660AJ1 R802VA075421 MXA RCF6024HTAM 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 100[755.11 ' '8108099 0 •••• RCF6024STAM 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 • 4606[755.11. 8108101 • RCF6024HTAM 56500[16.6] 39100[11.5] 17400[5.11 15.1 12.5, 1;50[731.54• •�$43552 ••' RA1660AJ1 R802VA075421ZSA • RGF6024STAM 56500[16.6] 39100[11.5] 17400[5.1] 15.1 _T2.5%.151)[731.51, 7943581 • ..•• RA1660AJ1 R802VA075421ZXA RCF6024HTAM 56500[16.6] 39100[11.5] 17400[5.1] 15.1 12.5 1550[731.51. 9 8,66181065 � RCF6024STAM 56500[16.6] 39100[11.5] 17400[5.11 15.1 12.5 1550[731.5] 8081077 RCF6021 STAM 55500[16.3) 37100[10.9] 18400[5.4] 15.5 13 1525[719 7] 8081040 RA1660AJ1 R802VA100521MSA RCF6024HTAM 58000[17.0] 42200[12.4] 15800[4.6] 15.5 13 1725[814.1] 7943553 RGF6024STAM 58000[17 0] 42200[12.4] 15800[4.6] 15.5 13 1725[814 1 1 7943582 RA1660AJ1 R802VA100521MXA RCF6024HTAM 58000[17.0] 42200[12.4] 15800[4.61 15.5 13 1725[814.1] 8081066 RCF6024STAM 58000[17.0] 42200[12.4] 15800[4.61 15.5 13 1725181411 8081078 RCF6024HTAM 57000[16.7] 39400[11.5] 17600[5.2] 15.5 13 1500[707.9] 7943554 RA1660AJ1 R802VA100521ZSA RGF6024STAM 57000[16.71 39400 111.51 17600[5.2] 15.5 13 1500[707.9] 7943583 �- RA1660AJ1 R802VA100521ZXA RGF6024HTAM 57000[16.7] 39400[11.5] 17600[5.21 15.5 13 1500[707.9] 8081067 RCF6024STAM 57000[16.7] 39400[11.5] 17600[5.2] 15.5 13 1500[707.9] 8081079 RA1660AJ1 R802VA125524MSA RCF6024HTAM 57500[16.9] 40100[11.8] 17400[5.1] 16 13 1525[719.7] 7943555 I _ RCF6024STAM 57500[16.9] 40100[11.8] 17400[5.11 16 13 1525[719.7] 7943584 RA1660AJ1 R802VA125524MXA RCF6024HTAM 57500[16.91 40100[11.8] 17400[5.1] 16 13 1525[719.7] 8081068 RCF6024STAM 57500[16.9] 40100[11.8] 17400[5.1] 16 13 1525[719.7] 8081080 RA1660AJ1 R802VA125524ZSA RCF6024HTAM 57000[16.7] 39600[11.6] 17400[5.1] 15.5 13 1525[719.7] 7943556 RGF6024STAM 57000[16.7] 39600[11.6] 17400[5.1] 15.5 13 1525[719.7] 7943585 R802VA125524ZXA RGF6024HTAM 57000[16.7] 39600[11.6] 17400[5.1] 15.5 13 1525[719.7] 8081069 � RA1660AJ1 RCF6024STAM 57000[16.7] 39600[11.6] 17400[5.11 15.5 13 1525[719.7] 8081081 '[ ]Designates Metric Conversions • -00 Air Performance Data V• 0 I RA16 Series Performance Data @ AHRI Standard Conditions- Cooling (con't.) Air Handler Ratings I Outdoor Air Handler SEER EER Total Capacity Net Sensible Net Latent Indoor CFM AHRI# Unit BTU/H[kW] BTU/H[kW] BTU/H[kW] [US] RBHP-25 56000[16.4] 39100[11.5] 16900[5.0] 15 12.5 1800[849.5] 7943767 RH1 P6024STAN 57500[16.9] 41900[12.3] 15600[4.6] 14 11.7 1750[825.9] 7943934 I RH1T6021STAN 56000[16.4] 37900[11 11 18100[5.3] 15 12.5 1575[743.3] 8081034 RA1660AC1 RMT6024STAN 58000[17.0] 41200[12.1] 16800[4.9] 16 13 1600[755.1] 7943935 RH2T6024STAN 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 1600[7551] 7943937 RHi V6021 STAN 56000[16.4] 38000[11.11 18000[5.3] 15 12.5 1600[755.11 8081035 - RH7 V6024STAN 58000[17.0] 41200[12.11 16800[4.9] 16 13 1600[755.1] 7943936 RH2V6024HTAC 58500[17.1] 42700[12.5] 15800[4.6] 15.5 13 1725[814.1] 7943938 RBHP-25 56000[16.4] 39100[11.5] 16900[5.0] 15 12.5 1800[849.5] 7943546 RH1 P6024STAN 57500[16.9] 41900[12.3] 15600[4.6] 14 11.7 1750[825.9] 7943713 RH1T6021STAN 56000[16.4] 37900[11 11 18100[5.3] 15 12.5 1575[743.3] 8081112 1 -RA1660AJ1 RMT6024STAN 58000[17.0] 41200[12 11 16800[4.9] 16 13 1600[755 11 7943714 RH2T6024STAN 57500[16.9] 40700[11.9] 16800[4.9] 15.5 13 1600[755.11 7943716 I RH1 V6021 STAN 56000[16.4] 38000[11.11 18000[5.3] 15 12.5 1600[755.11 8081113 _ RH1 V6024STAN 58000[17.0] 41200[12.11 16800[4.9] 16 13 1600[755 11 • 797,1715 RH2V6024HTAC 58500[17.1] 42700[12.5] 15800[4.6] 15.5 13 1T?,5j8V.11 7943717 0.000. 0000 • [ ]Designates Metric Conversions •••••• . . •••. • 0000.• • • 00.00. • 00••00 • • •••. 00.00. 00.00. • • . . • • • • • 0000:. l I 'j Vi�'� 1�I17llIU i Air Guide Specifications a I RA16 Series GUIDE SPECIFICATIONS 'General AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER System Description RA16 Outdoor-mounted, air-cooled, split-system air conditioner com- 1-1/2 TO 5 NOMINAL TONS posite base pan unit suitable for ground or rooftop installation. Fans Unit consists of a hermetic compressor, an air-cooled coil, pro- — Condenser fan will be direct-drive propeller type, discharging peller-type condenser fan, suction and legend line service valve, air upward. and a control box.Unit will discharge supply air upward as shown — Condenser fan motors will be totally enclosed, 1-phase type on contract drawings. Unit will be used in a refrigeration circuit to with class B insulation and permanently lubricated bearings. match up to a coil unit. Shafts will be corrosion resistant. Quality Assurance — Fan blades wi:1 be statically and dynamically balanced. — Unit will be rated in accordance with the latest edition of AHRI — Condenser fan openings will be equipped with coated steel • Standard 210. wire safety guards. — Unit wi:l be certified for capacity and efficiency, and listed in Compressor the latest AHRI directory. — Compressor will be hermetically sealed. — Unit construction will comply with latest edition of ANSI/ ASHRAE and with NEC. — Compressor will be mounted on rubber vibration isolators. = Unit will be constructed in accordance with UL standards and Condenser Coil will carry the UL label of approval. Unit will have c-UL-us — Condenser coil will be air cooled. approval. — Coil will be constructed of aluminum fins mechanically bonded • Unit cabinet will be capable of withstanding ASTM 13117 1000- to copper tubes. • • • • 0000 0000•. hr salt spray test. Refrigeration Components 0000 ; 0 0* • — Air-cooled condenser coils will be leak tested at 150 psig and — Refrigeration circuit components a iL6Vjl.rde lift:-jive shutoff •• pressure tested at 550 psig. valve with sweat connections, 4-Ap4j1pe shutoff alve wiV""' — Unit constructed in IS09001 approved facility. sweat connections, system charge P f R-41 0A refrigerant, ark,0•• • • compressor oil. 0.00 0 0000•• • Delivery,Storage,and Handling • 0�• — Unit will be equipped with filter 46e;fQr.R-410A refrigerant fEr'. 0 — Unit will be shipped as single package only and is stored and field installation. • • .••o& 00000 handled per unit manufacturer's recommendations. •• •• *000 000000 Operating Characteristics •0 00•• 0 Warranty(for inclusion by specifying engineer) — U.S.and • • Canada only. —The capacity of the unit will melt or exceed 0_OBtuh at a • • suction temperature of °Fj'C. The poVMVC0M6umptiar3"" at full load will not exceed W.• • o Products ••. •0•••Equipment — Combination of the unit and the evaporator or•fanc(*unit w.ill have a total net cooling capacity of Btuheor greater at Factory assembled, single piece, air-cooled air conditioner unit. conditions of CFM entering air temperature at the evap- Contained within the unit enclosure is all factory wiring, piping, orator at °F/°C wet bulb and °F/°C dry bulb, and controls,compressor,refrigerant charge R-41 OA,and special fea- air entering the unit at °F/°C. -tures required prior to field start-up. —The system will have a SEER of_ Btuh/watt or greater at Unit Cabinet DOE conditions. — Unit cabinet will be constructed of galvanized steel, bonder- Electrical Requirements • ized, and coated with a powder coat paint. — Nominal unit electrical characteristics will be _ v, single —All units constructed with louver coil protection and corner post. phase,60 hz.The unit will be capable of satisfactory operation Louver can be removed by removing one fastener per louver within voltage limits of v to V. r panel. — Nominal unit electrical characteristics will be v, three phase,60 hz.The unit will be capable of satisfactory operation within voltage limits of v to V. — Unit electrical power will be single point connection. — Control circuit will be 24v. Special Features ! - — Refer to section of this literature identifying accessories and descriptions for specific features and available enhancements. - � r i . . _7 .....,.. 7 • ....� S L! RV�Y MAP SCALE: 1"= 20• • Wit,• Int G 7 0 -60-00— Int d ►• 50.00 50.0 — _ 50.60.00 50.00 / 15'Alley l:11'oapnolt found Yon roa by Plot Boot 10,Po9e 70(MDCR) N°ID 8 Fou d Iron rod fl o.1n•r � it ,,� •:>a' N - 35 N.E. 91 Street Miami Shores, Florida 33138 \ oa +nrAageuo �— • • • Property Location /' ::•'• • •• ••••:• 13.40 • ! • a•• • s •••• , • • • • ••rrtt Legal Description Hats *00 e� '••••• • • Lot 1TO , Block 1 of MIAMI SHORES SECTION No.1 - AMENDED, according to the plat thereof 9.30 • • ,1,[`moo`' • • as recorded in Plat Book 10, Page 70 of the Public Records of Miami-Dade County, Florida. �� d°`` • • ••••• • •a• 8 • • • ••••• rya9� l 1475 rJ :•li'l a••• ••• 90 aD 24.15 t0 a,ti9 • • • �a� to N � • • • �• Survey Date: 04Slrigle SL Ty 02/2015 o°a ti •-' 1 • •a• •••••' a• ••' Job Number: 1 5012 • • • - Revision: A- Topographic data added 8/6/15 R.@ S 143 @ 21 C e �� ! •• ••• •`•••• ••. • National Flood Insu35 N.E. 91 Street rance Certified to: Community Panel: 12086 C 0302 L Jean-Boptite Romet & Daisy De La Torre Miami Shores, FI ride Flood Zone: X Serber & Associates, PA to.eal fmlaned poor 12.99' b 29 Base Flood Elevation: N/A First American Title Insurance Company Firm Dote: 09/11/2009 21.50 SURVEYORS NOTES -This is a Boundary survey. -Legal description used for this survey was provided by others. M -This Survey has been prepared for the exclusive use of the entities named hereon and do not extend to any unnamed parties. 16.20 -No title policy, title commitment, abstract, or certificate of title was available; therefore easements and other matters of Iles' record may not be reflected in this survey. Obtain current title work andverify easements before constricting improvements -Bearings, if any, shown hereon are based on Plat Book 10, Page 70 of Miami-Dade County, Florida. -All dimensions and directions shown hereon are in substantial agreement with record values unless otherwisenoted. -Due to varying construction standards, house dimensions are approximate. -All ties to property line are perpendicular to it, unless otherwise noted. -In all cases dimensions shall control location over scaled positions. i 9679 cr Eft •est /z o East 1/2 -Elevotions, if shown, are based of N.G.V.D. 1929. 4b. q — 25, 0�. 25.00 -Benchmark NO.N-568 Int I5 ebI Int It 17 Int Is Elevation:(NGVD29): 9.65 feet 50.00• .z7 50.00' SO.00' Located at NE 95 ST --- 35' NORTH OF C/L &N MIAMI AVE --- 25' WEST OF PROJECTED WEST EDGE OF PAVEMENT •_ _ a . -This survey does not determine or imply ownership. 75.00' 5'con<rele Ede.ak - -Underground improvements and utilities were not located. -Not valid without the signature & roised seal of a Florida licensed surveyor and mapper. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON, AS RECENTLY SURVEYED AND No o-on roa r d or.,,nae w si ea.al Hole DRAWN UNDER MY SUPERVISION, MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH NO ID D No ID ewolk edge No tD k edge IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUES. _ ttt11111 I1 yyf g g chat.fence tense �P�p J.M/4"'1' o metal renes E N G' -<io.erhe.a uwty une. �4:G 5 U��R e' o .c Air conawoner :�N R. Minguell, Inc. °apnat �® °� propertyune =A No.6402 9 _ / Land Surveyors & Planners C �p � Denser Aloe - L.9.7272 —- - ---t d \�^r-- - S�l�e t - -7-1111%-Fol to Sca1e STATE OF c- 954-298-8935 .a� BCR Rroo,ara County Re-", �; Encroachments %�' FLORIDA O Fax 954-392-6080 None apparent PRCR Pat.Reach County Reoorda Richard J. 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