HomeMy WebLinkAboutWINDOWS & DOOR REPLACEMENT ARNOLD RESIDENCE ARNOLD RESIDENCE
SHEET DESCRIPTION WINDOW & DOOR
S-1 COVER SHEET & NOTES REPLACEMENT
WINDOW & DOOR REPLACEMENT S-2 UNIT FOOTPRINT & SCHEDULE 3215 S. LAKEVIEW CIRCLE
S-3 DETAILS BUILDING 12, UNIT 102
S-4 DOOR PRODUCT APPROVALS
"oi1 / 11 S-5 - WINDOW PRODUCT APPROVALS FORT PIERCE, FL 34949
- Sa eCcgLn S-5.1 WINDOW PRODUCT APPROVALS
candammiTT�� BUILDING 12 TOTAL - 6 SHEETS
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1 UNIT 102
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LORIDA 34994
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e fiow wwwCSMEET- CERTIFICATE OF AUTHORIZATION: 29057
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THE EKK;INEER HUMEXPRESSLY RESERVES HIS/HER COMMON
LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THESE PLANS AND
roy DRAWINGS ARE NOT TO BE REPRODUCED,CHANGED,COPIED,OR
ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER
WHATSOEVER AND
CON ENT F CSM
THE EXPRESS WRITTEN
0 _ •_ PERMISSION AND CONSENT OF CSM ENGINEERING,U.C.
THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HEREIN,
l c L AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS PROPERTY
of=Toe [nt- � 1t CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE ORR
IN
-2 _ �. ^-^•-•-}- PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
Fo Pl2rce inlet . �� '•'••��'•'- ""---""""""jjj"--- AUTHORIZATION OF CSM ENGNEENNG,U.C.
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CSM ENGINEERING,U.0 COPYRIGHT.12021
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LOCATION MAP BUILDING FOOTPRINT
NOT TO SCALE NOT TO SCALE
GENERAL NOTES: BUILDING EXISTING NOTES: STRUCTURAL DESIGN CRITERIA:
CODES AND STANDARDS
1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING MEAN ROOF HEIGHT 20'
1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: CONDITIONS AND INTERFERENCES. WIND LOAD FBC 2020 7TH EDITION & ASCE 7-16
1.1. FLORIDA BUILDING CODE, BUILDING & EXISTING; 7TH EDITION; 2020, ASCE 7-16, ASD, & 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED PERMIT SE T
AISC OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. WIND VELOCITY 132 MPH; NOMINAL WIND SPEED
2. DRAWING NOTES: 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO EXPOSURE CATEGORY C
2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL INDICATED ON THE PLANS WITH THE OWNERS APPROVAL. Qz 57 PSF 9-21 -2021
VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING Kd 0.85
OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES Kz 0.90 NOTES&COMMENTS
CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ADJUSTMENT FACTOR 1.29
2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS WIND LOAD COMBINATION 0.6 ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE
ENGINEER BEFORE PROCEEDING WITH ANY WORK. PRIOR TO FABRICATION OF ALL MATERIALS. ROOF SLOPE 5/12 COOOORDIM11 N OFF ALLY IMENSENSIIOON&IS N�oNseLE�THE
3. SECTIONS AND DETAILS: 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD INTERNAL PRESSURE COEFFICIENT +/-0.18 ALL SCALES INDICATED PERTAIN TO 11'X17'PLOTS
3.1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE VERIFIED BY THE CONTRACTOR. RISK CATEGORY II
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR OCCUPANCY RESIDENTIAL R-2 DESIGNED BY.ce DRAWN BY. PAD
SHOWN. SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER CONSTRUCTION TYPE V CHECKEDA �
4. SUBMIT SHOP DRAWINGS AS REQUIRED. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED "S ' raECT
THE GENERAL CONTRACTOR AND SIGNED AND SEALED BY THE DELEGATED ENGINEER. OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. GENERAL COMPONENTS AND CLADDING NOTES.
5. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWING 1. WINDOW TO BE INSTALLED PER PRODUCT APPROVAL
THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD IN WRITING OF SUCH AND MEET THE DESIGN PRESSURES STATED BELOW:
OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. �iCENgF
IN THE EVENT THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD DIMENSIONS: ZONE TRIBUTARY DOOR WI /�'\ P•
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST AREA TYPE PRESNDSURE CrIeA Digitally�Nkd'-
RECTIFYING THE SAME. DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL ' 50 SOFT ' +'��-'� O.716$�Iarles'A. ,
6. INFORMATION FOR THE LAYOUT AND DESIGN OF THESE PLANS WERE EXTRACTED FROM AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE ��den *ate:
* _
FIELD MEASUREMENTS AND EXISTING DRAWINGS. BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK SO THAT PROPE AREA TYPE PRESSURE R ZONE TRIBUTARY WINDOW WIND _ ate:2021.6 1_
CONTRACTOR SHALL INSPECT EXISTING FIELD CONDITIONS TO ENSURE PRESENT INFORMATION WORK CAN BE EXECUTED. DO NOT ASSUME OR GUESS ANY DIM. OR ELEMENTS
ON PLANS MATCH. IF EXISTING CONDITIONS DIFFER FROM PLANS, "GENERAL" NOTE 1 ABOVE , CONNECTIONS AND ELEVATIONS. + zo soFr 1 +ae/-az '• 08:38:27 04' '�
SHALL ALSO APPLY. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND ` zosoFY z +ae%4z �Q STATE OF
INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY SUPPORT ALL �i��s' .FWRID
DEMOLITION: CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST NOTE: S/ !r�
1. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. AND MUST BE DIPPED CTORS TO BIN CAULK PRIOR TO E STAINLESS STEEL INSTALL 31fi� ��,,ONAL
ACTIVITIES WITH ALL THE APPROPRIATE SUB-CONTRACTORS AFFECTED BY THIS AREA. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE
2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. SCOPE ❑F WORK
THAT ARE SO INDICATED INCLUDING CONCRETE AND WOOD. 1. MOBILIZE CHARLES A DARDEN JR DATE
3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 2. REMOVE AND DISCARD (2) WINDOWS AND (5) SLIDING m"RETmm IWo1Emk INI M W.76910
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE GLASS DOORS IIIwE
START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE 3. INSTALL (2) NEW WINDOWS AND (5) NEW SLIDING COVER SHEET & NOTES
LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON GLASS DOORS PER MANUFACTURERS SPECIFICATIONS �rcrt
THE PLANS. 4. DEMOBILIZE S-1
ARNOLD RESIDENCE
WINDOW & DOOR
REPLACEMENT
WINDOW AND DOOR SCHEDULE' 3215 S. LAKEVIEW CIRCLE
BUILDING 12, UNIT 102
DESIGNATION APPROX OPENING TYPE QUANTITY REMARKS MANUFACTURER PRODUCT EVALUATION EXPIRATION ALLOWABLE DESIGN REQUIRED DESIGN FORT PIERCE, FL 34949
SIZE (WxH) APPROVAL NO. AGENCY DATE PRESSURE PRESSURE
1O 23"x49" SINGLE HUNG WINDOW 1 VINYL, NON-IMPACT PGT NOA 20-0401.04 MIAMI DADE 07-30-2025 +50 PSF -100 PSF +38 PSF -42 PSF
O2 36"x49" SINGLE HUNG WINDOW 1 VINYL, NON-IMPACT PGT NOA 20-0401.04 MIAMI DADE 07-30-2025 +50 PSF -88.6 PSF +38 PSF -42 PSF
❑3 96"x80" SLIDING GLASS DOOR 5 VINYL, NON-IMPACT PGT NOA 21-0205.04 MIAMI DADE 04-21-2026 +60 PSF -60 PSF +36 PSF -39 PSF r:. s m
ENGINEERING
CIVIL • STRUCTURAL • MARINE
DOOR LOCATION
CSM ENGINEERING, LLC
208-210 SW OCEAN BOULEVARD
STUART, FL13RIDA 34994
772-220-460 1
WWW.CSM-E.NET
CERTIFICATE OF AUTHORIZATION: J2905.7
DOOR LOCATION THE ENGINEER HERBIY EXPRESSLY RESERvES HIS/HER COMMON
LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THESE PLANS AND
DRWNGS ARE NOT TO BE FASSIGNED TO ANY RD PARTYREPRIN ANY FORM OR COED,OR
WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS MUM
PERMIBSION AND CONSENT OF CSM ENGINEERING,U.C.
THIS DOCUMENT,THE IDEAS OF ,AND DESWYIS NCORPORATED HEREIN,
PROPERTY OF
DOOR LOCATION AS
ENGIN�UNG,U.CC AND BE USED N WHOLE OR IN
PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
AUTHORZATION OF CSM ENGNEEPoNG,U.C.
CSM ENGINEERING,LLC COPYRIGHT.12021
NOTES do COMMENTS
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD ITY THE
CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE
COORDINATION OF ALL DIM04SM
ALL SCALES INDICATED PERTAIN TO 11'X17'PLOTS
DESIGNED BY:CIINXFS DUM DRAWN 81':
CHECKED BY:CIMN6 DAM ON
WINDOW LOCATION SCALE AS SHOAL" PROJECT
WINDOW LOCATION pgRO
V�• INIly sigrSed
O O arles A.��Y"'arlesA —
DOOR LOCATION ` ^ �parden Jr.
DOOR LOCATION ,garden Jr. Date::2021.091
STAT12I3 :10
K/
OORID �`G\\��
oa CHARLES A DARDEN JR DATE
FLOM IEGISr D PR%ES9MYL BOMB LID.76910
WINDOW & SLIDER DOOR REPLACEMENT _ UNIT FOOTPRINT & SCHEDULE
SCALE: NOT TO SCALE r t
S-2
ARNOLD RESIDENCE
WINDOW & DOOR
REPLACEMENT
3215 S. LAKEVIEW CIRCLE
BUILDING 12, UNIT 102
FORT PIERCE, FL 34949
BUCK INSTALLATION NOTES (AS REQ'D) r:. s m
1. WINDOW OR DOOR BUCK FASTENING DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST E N G I N E E R I N G
APPROVALS AND RECOMMENDATIONS.
CIVIL STRUCTURAL MARINE
2. WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY. ANY ADDITIONAL FASTENERS CSM ENGINEERING, LLC
1/2 DRY WALL OR BUCKING REQUIRED FOR IMPACT RESISTANCE ARE TO BE SPECIFIED BY THE SPECIALTY 20B-210 SW OCEAN BOULEVARD
ENGINEER FOR THE WINDOW MANUFACTURER IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING STUART, FLORIDA 34994
& EXISTING; 7TH EDITION; 2020 772-22 WWW.CS M-E.NE-E.NET
PT. WOOD FURRING (AS REQ'D) CERTIFICATE OF AUTHORIZATION: 29057
3. WINDOW BUCKS ARE TO BE 1 X6 OR 1 x8, #2 S.Y. PINE, P.T. PER INDUSTRY STANDARDS.
BUCKS ARE TO BE FULLY BONDED TO MASONRY W/ SIKA 1A CONSTRUCTION ADHESIVE. FOR THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/IEN COMMON
LAW COPYRIGHT AND OTHER PROPERTY RIGHM THEM PUNS AND
DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. DRAVANGS ARE NOT TO BE REPRODUCED,CHANGED,COPIED,OR
ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER
WHATSOEVER WHHOUT HIRST OBrNNING THE EXPRESS WRRIEN
PT. WOOD BLOCKING 4. FASTENERS ARE TO BE 1/4"0 TAPCONS WITH MINIMUM PENETRATION OF 1-3/4" INTO PERMISSION AND CONSENT OF CSM ENGINEERING,LLC.
PER PLANS (AS REQ'D) CONCRETE. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR EXCEEDING REQUIRED THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATE)HIM
FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. ���I�I�ANNPROFESSIONAL o O D,I��a o IN
PART FOR ANY OTHER PROJECT WITHOUT THE WWTTEN
AUTHORIZATION OF CSM ENGINEERING,LLC.
5. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND
COLUMNS OR CONCRETE FILLED MASONRY. CONTRACTOR TO COORDINATE OPENING CSM ENDINmaNG,TLC COPYRIGHT v2021
INTERIOR DIMENSIONS.
MASONRY OR CONCRETE
WINDOW/DOOR FRAME PER PLANS 31/2/Z
d
d a 1/4" TAPCONS @
STAGGERED PATTE N
d (NOTE 4)
==Szn___(SEE
PROPOSED WINDOW/DOOR °O1 3/4" LD
PLAN FOR SIZE) z
z
W NOTES k COMMENTS
a-
ALL DIMENSIONS SHALL BE VERRED IN THE FEED BY THE
CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE
WOOD MATERIAL, I = COORDIxataNOF ALL DIMBsaNS.
TRIM ql
PRESSURE TREAT D ALL SCALES INDICATE)PERTAIN TO 1I•XI7'PLOTS
EXTERIOR (NOTE 3) DESIGNED BY:OMES NMI DOI I DRAWN BY:
FLASHING/SEALANT SHALL EXTEND TO THE SURFACE PTI❑NAL @ D❑❑ AmEl1 SCALE AS
PRDJEGT
OF THE EXTERIOR WALL FINISH AND SELF-ADHERED I f
FLASHING SHALL COMPLY WITH AAMA 711. \``��t►1111����/,
STUCCO FINISH ��`� �S A' FARO
8" C.M.U. PER PLANS �` QQ�' ��GENSF' F/li /i
CONC. FILLED CELL. M ��.�-1e$z' Digitally sig�d;
I I — Nb.'75tarles .. _
ROUGH OPENING I 33arden oparden Jr. '. *
Date:20
1 262
TYPICAL WINDOW,DOOR JAMB FLASHING DETAIL ��� STATE OF
•••••
SCALE: N.T.S. WINDOW/DOOR BUCK ANCHORAGE '�F •c�ORID?. ' ��:
s � >
10NAU
CHARLES A DARDEN JR DATE
RpEM IiBSSIEFED I11OFFS9M&DONOR W.70910
BELT xWE:
WINDOW DETAILS
ter.
S-3
ARNOLD RESIDENCE
SERIES 5470,NON-IMPACT RESISTANT SLIDING_GLASS DOOR IMPACT RATING DESIGN PRESSURE RATING WINDOW & DOOR
NOT RATED FOR MISSILE SEE TABLE51,2&B1,B2 REPLACEMENT
GENERAL NOTES: INCLUDING POCKETS&90•/135°CORNERS IMPACTIRESISTANCE ON SHEETS 7&8
—......_
1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. TABLE A: 321 rJ S. LAKEVIEW CIRCLE
2)DESIGN PRESSURES: 6—F Mena Substrate roam Member Mod.Edge MID.
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300. Did.— Embedment BUILDING 12, UNIT 102
S.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM El300. 012.steal SMS(G5)or Alu,nnum,606375.0.125'min) IbaNSYVJ WP-hwk ale" 11/9' FORT PIERCE, FL 34949
A
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 410 S.S.sins
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, (min.111hreadsnn) Steel,A36•,(0.060'min.) Need/Sill/JamWP-hook 319' Dow
INCLUDING BU 1/4"Eleo Ultr
T NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Steel Stud,A653 Gr.33' 0.071"min.) Head/Sd0_—WP-hook 318" 0.071"14 Ge.
econ HeadISJI/Jamb/P-hook i^ 1-315"
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). lAr DeWaft Ultmm+ P.T.acumen Pins.(SG=u55) Jarb 1" law
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,A$APPLICABLE. Vr Elco 410 S.S.CrateFlex HseVSilOJamWPJmok 1" 1-31e'
5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.OVERALL #12 steel wood— 35) P.T.Southern Pine,SG=0.55 HeadlSiMJam1b)P4,00k 9/16" I-W
SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(ml,.2.85 ksi) P4mok I" I've
-
BEYOND THE SCOPE OF THESE INSTRUCTIONS. IW Eleo Ufa— Feead/SiIVJemb 1-3116' 13/9"
6)REFERENCES(NONS):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR ANCHOR u mated CMU. 81M Pg0 JambIP-hook t" 1-ve, - CSM
NONS,VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC Concrete,(urn.3 ksl) HaaNSIIVJamb 1-1/2" 1-316, E N G I N E E R I N G
IN AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA v4•l3ewea ukrecan« P4mok P 1-3/6'
REFERENCES REST REPORTS):FTL£337,6338,8846.8649.W52,8717,8968&8970;EXOVA-10-002-792(A)&10-006-10231; C U m,4ed CMU, STM C-90 Jarnwp k 11 1AM'
CAMBRIDGE 535753-09, 1/4•DewelUElco 410 S.S. u mohd CMU.(ASTIA C-90) J—WP-IDak 1'V4" 1_IW CIVIL STRUCTURAL MARINE
7)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC,INCLUDING THE CreleFlex Concmh,(min.3.35 M4 Hea.USI11fJamb 7-Ylr 1-3/cP-rod, 1• 1-v4•
HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Cmcrele,(min.2.22 trail HeaaSF_h m hook 1-1/2' 1-3/0" C 5 M ENGINEERING, L L C
FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR 1/°-Dew VEIcoine-Ga or S.S. u muted CMU,(ASTM C50) J—bIP4xwk r 1-1/4^
PLASTICS.(COMPONENT REQUIREMENTS). A9gre-Color P.T.Soumem Pine,(SG-0.561 HooWSMIJa blP-hook 1' dl-�1/4*
208-210 SW OCEAN BOULEVARD
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. IW Elco Uarecon Concrete,(min 2.85 tell Mad/SiIVJ—b/P4mdk 2-1/2" STUART, FLORIDA 34994
9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. U maned CMU,ASTM C40 JamWP-hook 2.117 '7'72-220-46 D 1
10)THE 5470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. 1/4•'Dewed Ultrecon+ Concrete,(min.3 ka0 H WISIGJ-WP-hook 2-7/r
O U routed CMU,ASTM G90 JemWP4mok 2.1rr www.CSM-E.NET
1/4'DeWaWEIco 410 S.S. C=nde.(min.3.35 kai) HeaNSilVJemb 2.1/2' CERTIFICATE OF AUTHORIZATION: 29057
MIAM MIAM-DUDE COUNTY ANCHOR NOTES: Crel. P-hook 2-Vr�eDPRODUCT CONTROL SECTION 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY U mNed CMU AS7M G90 JambIP-hook 2-1/Z' THE ENGINEER HEREBY IXPRESSLY RESERVES HIS/HER COMMON
11905 SW 26 Street,Room 208 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO TAW COPYRIGHT END OTHER PROPERTY RIVES. THESE PLANS AND
DEPARTMENTOF REGULATORY AND ECONOMIC RESOURCFS(RER) Miami,Florida 33175-2474 REQUIREMENTS. MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA PRODUCT REVISED LAWDRA COS ARE NOT TO BE REPRODUCED,RIGHTS.
CHAN THESE
D.SE PLAIED S
OR
BOARD AND CODE ADMUVISTRAT[ONDIVISION T(786)315-2590 F(786)315.2599 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "s°^'"Plyl"9 with the Florida
mmM.aanovlemoomv 3 amiaiD9 code ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER
NOTICE OF ACCEPTANCE(NIA) )WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL NoA-No. 21-0205.04 WHATSOEVER WDFIWf FIRST OBTAINING THE EVRESS WRITTEN
PGT Industries,Inc. IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR GMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ExP;,atiaD Date 0 4/2112 0 2 6 PERMISSION AND CONSENT OF CSM ENGINEERING,LLC.
1070 Technology Drive, GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ALL ANCHOR HEAD TYPES APPLICABLE.
North Venice,FL 34275 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE ay 11"7 1 Ch..,-. THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HEREIN,
REVIEWED BY THE BUILDING OFFICIAL. FOR THE MINIMUM STRENGTHS OF GENERAL NOTES.............1 miaml-oaae Ptduct control AS AN INSTRUMENT OF PROFESSIONAL SERVICE,IS PROPERTY OF
SCOPE: 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED ANCHORS AND SUBSTRATES,SEE TABLE EXAMPLE CONFIGS..........2 CSM ENGINEERING,LLC AND IS NOT TO BE USED,IN WHOLE OR IN
ThisNOA is beingissued under the applicable rules and regulations govemingthe use ofconstmationmaterials.The BY THE AUTHORITY HAVING JURISDICTION. F,SHEET 21. INSTALL DETAILS..............3-6 PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
documentationsubmitted has been reviewed and accepted by Miami-Dade County RER-PmductComrol Sectionto 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK DP/ANCHOR TABLES........7-8 AUTHORIZATION OF CSM ENGINEERING,LLC.
be used in Miami Dade County and otherareas where allowed by the Aldhority Having Jurisdiction(Afire. NON-METALLIC GROUT,MAX.1l4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE EXAMPLE...........................9
This NOA shall not be valid afterthe expiration date stated below.The Miami-Dade County Product Contra)Secdon LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF GLAZING DETAILS............10
(In Miami Dade County)and/orthe AHJ(in arras other than Miami Dade County)reserve the right to have this
SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, COMB IFLORID BUILD BUILDING CODE(FBC),7TH EDITION ANCHOR LOCATIONS......11 18 CSM ENGINEERING,LLC COPYRIGHT 2021
roductor material tested for quality assurance u Ifthis product or material fails to rforminthe accepted OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
P q ty purposes. P Pe P •ASTM El 300-09 EXTRUSIONS.....................18
manner,the manufacturer will incurthe expense ofsuch testingand the AHJ may immediately revoke,modify,or •ANSI/AFBPANDS-2018FOR WOOD CON61RUCTION ACCESSORIES..................19 tllilri
suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this INSTRUCTIONS: •ALUMINUM DESIGN MANUAL,AOM-2015 SCREEN DETAILS.............20 t`ttN"(LYNN.AISI SI00-i6 ,
acceptance,if it is determined by Miami-Dade County Product CottroI Sectionthat this pmdUC[ormaterial fails to 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •AISC 36016 PARTS LIST........................21 `'s `t'p•VCE.....
meet the requirementsof the applicable bmld'ingeode. SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE �•; .,e1`G
This product is approved as described herein and has beendesigned to comply with the Florida Building Code, REINFORCEMENT LEVEL DESIRED. S
2 LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL VINYL SLIDING GLASS DOOR N.(NI) 10/05/15 = �•`•+e7ce
includingthe Hi VelocityHurricane Zorm 1 _* .*_
WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 'n
DESCIIIPITGN:Series"5470"Vinyl Sliding Glass Door(Reiaforee¢N I 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS GENERAL NOTES d J ROSOWSKI w its 02/01
APPROVAL DOCUMENT:DmwingNo.SGD-5470 Rev C,titled"Vinyl S)idingGlass DoorNOA(NI)",sheets SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
• C)REV.ANCH.HEAD SHEETS 9,4 8 8 01)27/21 '�0.'•.
1 through 21 of21,prepmedbymanlffacturer,dated 10/05/15 andrevisedon02/Ol/21,signed and sealedby 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENINGS REQUIRED DESIGN �'�'•jPLpg101x:•' \��
Anthony L.Miller,P.E.,bearingthe Miami-Dade County Product Control Revisioustamp withthe Notice of PRESSURE AS PER THEEXCEEDED.USE THE
THISNCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR
Acceptance number and expiration date bythe Miami-Dade County ProductComrolSectionN.VENICE,FL 34275 _ _—.._
6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-16W SGD-5470 NTS 1 OF21 I MD-5470.0 I�C A.LYNN MILLER,P.E.
MISSILE IMPACT RATING:None:ApplkableHurrlraneProtectiog devices,eomPlYmgw/FBC,rM�'�• _._ _.__.._ .. Na:o 1N Ti .-eczaa 53 � 1 P.E.a50]9s
Limitations:
1. See table 1(sheet,and table 2(sheet,forapplicable SOD unit sizes,design pressures,mildbacementstypes, MANUFACTURER CONNECTION SCHEDULE
glass types,sill riser(see tables B-1&B-2,sheets 7-8)an isuchorlayouts}ee(s requirements in 11 that 16.
2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be
labeled per referencedNOA's requirements.
3. Egressoperab)edoorsmistcomplywithminclearwidthofheightperFBCrequinment,asapplicable. Design Pressure(DP)and Anchor Quantities Required,
4. Pocketwalls under separate approval,to be reviewed by Building official. (or all applowd configurations on sheet 2)
LABELING:Each unit shall bear a permanent label with the manufaktumesname or logo,city,sate and series and Use this table for Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
following statement:"Miami-Dade County Product Control Approved",noted herein. Astragal Remlomemenl#29 80' g4• 96, PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A,
SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
RENEWAL ofthisNOA shall be considered after a renewal application has been filed and there has been no Lockstile Reinforcement#25 or#26 68-15116'DLO Height 72-15/1TOOH.09 84.1511W DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE I NOTES do COMMENTS
change in the applicablebuildingcGdenegatively affecting the performance ofthis product. Sid.Ittenock Reinlorcerert 427 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
TERMINATTONofthis NOA will occur after the expiration date or if there has been a revision or change in the A B C D A B C D A B C D CONSIDERED,SEE TABLE Ell,THIS SHEET. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE
materials,use,and/or manufacture ofthe product or process.Misuse ofthis NOA as an endorsement ofany product, Design Pmasuta ++27.1/4273pef +120/-120pe1 +1029/402.9paf #OF ANCHORS THROUGH THE HEAD&SILL.(IX:FOR C3+7,3ANCHOR3 CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE
forsales,advertisingorany otherputposes shall automatically terminate this NOA.Failure to oomplywithany 16-518" Head/Sill C5+1 C3+7 C3+1 C3+1 C5+1 C3+1 p+1 C3+7 CS+1 C3+1 C3+1 C3+1 #OF ANCHORS HROUG THE POINT ANDIXFOR REQUIRED COORDINATION OF ALL DIMENSIONS.
24" DLO F��TH'E
DSPAN OF PANEL section ofthis NOA shall be curse for termination and removal ofNOA. Wkmn Jamb 5 5 8 5 5 5 6 5 5 5 6 S )• ALL SCALES INDICATED PERTAIN TO 11"X17'PLOTS
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and fbUnwed by the P-hook 7 7 7 7 7 7 7 7 e 8 e 8TOTAL#OF ANCHORS THROUGH THE JAMB.
expiration date maybe displayed in advertisinglitemnue.Ifany portion ofthe NOA is displayed,then it shah be Design Pressure +1083/-106.spef +1aR2/-Ioa2psf +85.3/-85.3psr #OF ANCHORS REQUIRED THROUGH THE P-HOOK DESIGNED BY:OVMJ S aY0D1 DRAWN BY:
done in its entirety. a0• Head/STII C5+1 C3+1 C3+1 CDEN
3.1 C5r1 C3+1 C3+1 C3N C5+1 1�+1 C3+1 1 +1 PERPENDICULAR TO THE GLASS. OWED
PY. W
INSPECTION:A copy ofthis entreNOA shall beprovidad[o the user by the mamifacaireroriadstnlwtorsand 30, Width Jamb 5 5 8 5 5 5 8 5 5 5 a 5
shall be available for inspection atthejob site at the requestoftheBuilding Official. P-rook 7 7 1 7 1 7 7 7 1 7 1 7 e 8 8 B • SCALP AS SHDIN PROJECT III:
This NOA revises&renews NOA#20-01129.06 and consists ofthispage 1,and evidence pages E-1,E•2,E-3,EA Design Presaare +929/A29paf +87.31.87.3 psf +73.8/-73.8pksf
and E•5,as well as approval document mentioned above. 281 HeatllsBl C6+1 ea+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3 1 I I I I I
The submitted documentation was reviewed by lshaq L Chanda,P.E. 3 DLO Jamb 5 5 8 5 5 5 8 5 5 5 6 5 +
Da No.'1-0205a4 m Width ..
NOAsgDADE Ja P-hook 7 7 7 7 7 7 7 7 8 8 8 8 \ \ G ^
Expiration
Doh: Ap 112I,2016 N. DAfxro
Approval Dam:March25,2021 �W Design Pressure +7&4/-78.4pa/ +76.4/-784pef +858/.fi59-1 \\ �V ,1 /
g �O Head/SIII C5+2 C3+1 C3+1 C3+1 Mid C3+1 C3+1 CS+1 C5+1 C3+1 1.3+1 C3+1 TABLE Bt: \ P
Qom. CEetdl �igrT�d page i�eS A.by Chart Ath
Jamb 5 5 5 5 5 5 8 5 5 5 8 5 \
Widen Wahr4.imibd FIG 1: �
P-1-1; 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure ON LENGTH _�
DOOR N O A COVER SHEET Design Pressure +60/•60psf +60/-dGpsr +60/•BUpsr rd e n
Sill NomSill Max.(+)DP NO ,'D916en Jr*..*Jr• _
W Head/Sill C3+2 C3+1 C3+1 C3+1 1 C3+ +2 C3+1 1 C3+1 Riser HeI9M Allowed :• ,r�
LO DOOR ASSEMBLIES 77AW *D
Width 'lamb 5 5 5 5 5 5 5 5 5 5 6 S None 1.1V18' See Note 2' INSTALLED WHERE THE ate:
P41odc 7 7 7 7 7 7 7 7 8 8 8 8 42 2-1/2' +36.7 Pat =� OVERHANG(OH)LENGTH IS EQUAL 2021.09.21;
43 3.1/2' t80.0 psf p THE OVERHANG
GREATER THAN HEIGHT IS �
44 4-1/16'USED IN EXAMPLE ON SHEET 9 +80.0 r EXEMPTED FROM WATER p 39
45 4a/8' +1GD:psf INFILTRATION RESISTANCE. %i O RI
STATE bF \
DLD WIDTH=NOM.PANEL WIDTH-7-3/8" / ••••...•• \
OLD HEIGHT=DOOR HEIGHT-11-1/1T 1 !r \
PANEL HEIGHT=DOOR HEIGHT-2-1/2' // `S10NAL `'\\\
TABLE NOTES: //1///1 1 1 1 1 1\\\
1)IF WATER INFILTRATION RESISTANCE IS REQUIRFA.THE LESSER VALUES OF EITHER TABLE 1 L,\�J�_('\J' ���L7LJ���7 VINYL SLIDING GLASS DOOR NOA(NI) 10/05/15
AND TABLE Bt DETERMINES THE WATER LIMITED I[.)DP. QUANTITY TABLE DP&ANCHOR QUANT TABLE S J ROSOWSKI
A IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL CHARLES A DARDEN A DATE
--
RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. C)NO CHANGES THIS SHEET. Jill 01/2V21 RDRM AEGISIF1aD PROFESSIONAL.DONEE NO.7891D
3)SEE SILL RISER TYPES ON SHEET 4.
4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY OR j;� SHEET NOTE
a)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275
e)SEE SHEETS II-16 FOR ANCHOR LOCATION&SPACING _ (941)-48%I000 SGD5470f NTS 70F 24 f MD-5470.0 $C DOOR PRODUCT APPROVALS
REC-0SmAT10NOro1m
MANUFACTURER DESIGN PRESSURE SCHEDULE r+'
S-4
ARNOLD RESIDENCE
PNCHORAGE g1 .�~ PNCHORAGEE%PMPLE DESIGN PRESSURE RATING IMPACT RATING WINDOW & DOOR
E ONS-TOP � t/8'IMX.O.C.� FOR PRCI+TOP
52-1R"MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT NGTRATEDFOR REPLACEMENT
1r MA%.FROM HEADER(SN.FORALI LEVEL,SEE SHEETS&] IMPACIMMTMCE
HEADER l51M. l� FRAME SEAM 4 31Y ,r MAX. / IMNDOWTYPESI
FOR ALL
Y4NDmYTYPESI as.
-- 10"MA%.FROM 52-1/8°MAII.SEE SHEETS 1.1M
B,BEE MAX.°.°. / 3215 S. LAKEVIEW CIRCLE
SASE -' �' FIXEDVISIBLE 12• %- / FRAME SEPIA OSEE� r88S I BUILDING 12, UNIT 102
B,SEE an'MAX.G.D.={, -12"MAX SHEETS} 11L ,�DTM I _ -.{ �12'MAX G q+_ _I I FORT PIERCE, FL 34949
SHEET 3 -- -
SH-
t I I e,SSE 30"MA%.O.O
A,SEE� 1212MI SREET3 4
SHEEi31 I FIXED
I I / + EQUALLY / LIGHT 11-7."MAl(.O.C. H sEE it MA%. /
EQUALLY f l 1 7/B"MAX.O.C. IN MS PEAR I S EET3 /
SPAM li / -I_ TAB.a , HEIGHT -T- EQUALLY II / 1]-]IB'MA%_O.C.
ANCHORS PER 91.]B" SPACED it Bq^
TABLES I MAX.ANCHORS PER Q / ar �I I BUCK
84' 0 I BUCK TABI. a.
-r Mq%, I HEIGHT
BUCK
_r HEIGHT i 10"MAX.IO.C. BUCK A85HON1N
iP MAX.O.C. 10"MAX.O.C. X /� i HEIGHT X (MAX.)
X II 4 HEIGHT II lJ _J__L 1 -I � MAX.)
1 / ta-Y4'MAX.O.C. I I_
EQUALLY 13a1a'MW(.O.C. EQUALLY BASH 113-XVMM D.C. EQUALLYSPSPACED
,�__ E N G I N E E R I N G
SPACED �_ SPACED VISIBLE -_ SPACED -T� SEE T t
BIER ANCHOREPER LGHT NTABLESfiR.P&i / ' SHEETS
TABLE6887 I p I ABLEsxx] / HEICHr A I �A CIVIL • STRUCTURAL • MARINE
161nC MA%. &t1?MAC 61IY LN%.
INOANCHORSM&D- 1 �N NCHORS ATSILL CSM ENGINEERING LLC
e�._._jNOARCHORBATSlL I B - SEE BILLNEEP- Or--� 1-114• BEE BILL WEER 1
�}- sASHVI31aLE SEE SILL WEEP- 52-t18"MAX.BUCK WIDTH NOTCH OETAll3, NOTCH OErPILS
B.-{ 52-1/8•MNI.WC
_NN0Tcno I CH DETAiL3, BHEEr.4 20B-21 0 SW OCEAN BOULEVARD
SHEET9 LGHT WIDTH _y SHEETS 8HEET3
ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN ORJ-CHANNEL FRAME STUART, FLORIDA 34994
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-CITE CONFIGURATION 772-220-460 1
M IAMF� SHOWN WITH EQUALa-ITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIWRATION UPTO ANCHORED THROUGH THE NAIL-FIN
MIAMI-DADE COUNTY,FLORIDA JS'HEIGHT SEE TABLESI-] (SMILAR ANCHOR DIMENSIONS FOR OTHERCONFGURATGNS) WW TIFI CA E.N ET
PRODUCT CONTROL SECTION GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW CERTIFICATE O F AUTHORIZATION: 29057
t lae5S ONTR LSECTIOa 1)THIS PRODUCTW136EEN DESIDNEDSTESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDINGTHE HIGH VELOCITY HURmrMNEZONE(HVHZ). GENERALNOTES-...............................................I
2)SHUTTERS ARE REQUIRED MEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS.........................................................1
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Fhurda33175.2474 3)FOR MASONRYAPPUCATIONS IN MIANLDADE COUNTY,USE ONLY MIAMI-DADECOUNTYAPPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR FVALUATIONSWERE SOUTHERN PINE, FRAME,GLASS8AWMROPTION3.................2 THE ENGINEER HEREBY EXPRESSLY KOM HIS/HER COMMON
BOARD AND CODE ADMINIITRATIONDNISION T(786)3152590 F(786)315-2599 ASWC9OCONCRETEMASONRYUNIT MOCOMRETE 'I IAIN.KSIPERANCHORTYPE.
NOTICE OF ACCEPTANCE(NOA) 4)ALLWOODBUCKS,LESSTHAN1-IQ-THICKARETOBECONSIDEREDIXINSTALLATIONS.IXWOODBUCKSAREOPTIONALIFUNRISINSTALLEDDIRECTLYTOSUBSTRATE.VJOODBUCK3 ABTA ATKN;FUN°EBEOUALLEGBO%.....3 LAW AND
www.mim+Made.mvNNlMbu DEPICTED AS 2%ARE 1-12°THICK OR GREATER.1%AND 2X BUCKS(VWIEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCNRE.WV OD BUCK DESIGN INSTALLATION,INTEGRAL FIN B.LCHAMJEL..4 DRAWINGS ARE NOT M BE REPRODUCED,CHANGED,CORED,OR
PGTIndushies,Ine. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGa-AGN
N FIR SSURESTAILS ...........................................5 ASSIGNED R ANY THIRD PARTY AI ANY FORA OR MANNER
107OTedmolOgy Mve 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT INV.ANCHORS ANCHOR QUANTITIES
..........................................6•J
WILD SEARED.OVERALL SEALINDIFIASHINO STRATEGY FOR WATER RESBTANCEOF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYdtDTHE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANNTIE3.........................................10 PERMISSION
NDCONENT FCSMI ENGINEERING,
EXPRESS WRITTEN
Nordin Venice,FL 34275 6)1/4°MAX.SHIMISME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOME SUBSTRATE.USE SHIMS CAPABLE OF TRAJISFERRINGAPPLED LOADS. EXTRUSION PROFILES........................................10 PL72LIISSION AND CONSENT OF CSM ENGINEERING,LLC.
ASSEMBLY 8 PARTS LIST...................................11-12
SCOPE: 7)DESIGN PRESSURES: CODES ISTANCARDS USED: THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATED HIM
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTINGAND GLASS PER ASTM E1300.
This NOA is being issued under the applicable rules and regulations governing the use of construction B.MSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E13M. •2020 FLORIDA BUILDING CODE(FBC),TIN EDITION AS AN INSTRUMENT OF PROFESSIONAL SERNCE,IS PROPERTY OF
me[enialS.'the documentation submitted has been reviewed and accepted by Mismi-Dade County RER- ) DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.Am. •AFnAE1300 2017 BUILDING CODE(FBC],eTH EDITION
product Control Section to be used in Miami Dade Countyand other areas Whe¢9110W¢d the Authority 6)TMEANCHOMGEMETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOPDS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 3a-75%STRESS INCREASE NAS •ASTM E130603 (SIT QICNEEPoNG,LLC AND IS NOT TO�USED,IN WHOLE OR IN
by ty NOT BEEN USED IN THE DESIGN OF THIS PRODUCT THE I.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHOR$IIrOWOOD.AN CHORSMKTC°MEINTOCONTACT •ANSIIAFBPA NDS201a FOR V400D CONSTRUCTION PRODUCT REVISED PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN
Having lurlsdi CUor(AID). WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADNF2015 as PMNB VMh Me Florida AUTHORIZATION OF CSM ENGINEERING,U.C.
This NOA shall not be valid after the eXplration date stated below.The Mt ami-Dade County PI'odoet Control 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND TO BE REVIEWED BYTHEAUTHOI HANG JURISDICTION No".Code
•AISI S1asie NO- - 20-0401.04
10)REFERENCES:TEST REPORTS FTL-]BST ELCOULTRACON NOA:DEVJALT ULTRACON+;ELCOIDEWALTCRETEFLf:X NOA;ELCONEW/LLT AGOREG9TOR NOA; •RISC 38013 E IrWon Date: 7/30/2025
Section(In Miamt-DSd¢COunty)and/Or th¢AHl(in areas other than Miami-Dade County)reserve the right to ENERGIWINDOWANO DOOR PROFILES,LTDWHITESBR°N2EILGHTER SHADES OF CAPCOATED PVC EXTRUSION NOA'S; � CSM ENGNEEMN0,• LTC.'COPYRIGHT i,2021
have this product«material tested for quality assurance purposes.Hthis product m material fails to perform NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AN5#AFBPA NB58 ALUMINUMOESIGeIMANUAL //]/'
11)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ttAAOp1Y LYN/y C)UPDATED TO FBC 2020, By:
revoke,min the odid or Suspend end the use of such er 1 Ioduct or mncur the aterial within wi bin theiense of Such r'laie ion.and fire TREK carves the USER INSTRUCTIONS: '' REVISED ANCHOR TYPE TABLE. Mbin a•Proan rot
ty, sp Pr J
right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that Nis 1)DETERMINE THE T.SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE]. 4'- N°55705 :�P ® AK-3l10/20
product Or material fails to meet the requirements ofthe applicable building code. 2)DETERMINE THE..UITABLE ANCHOR GROUP FROM TABLES
20R9ACCORDING TOTHE INSTALIATON CONDITIONS. Yt -
9)KNOWING YOUR mAZ1NG OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN } IA- Oa#wrPibn+
Thisproduct is approved as described herein and has been designed to comply with the Florida Building Code, PRESSUREFROM TABLE540R 5.RMUST EQUAL OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -U //J;,:t�`'�T 1olo.cleOOYmmin GENERAL NOTES&ELEVATION JROSOWSKI
Including the High Velocity Hurricane Zone. OPENING OBTAINED IN STEP I. N.VENCE,FL34275 Ada;
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR].VERIFY MEANCHORISUBSTRATE NULL MEET REQUIREMENTS .7�•.• EOF ;'(0�\ (W1HB0.1B00 SYM:
DESCRIPTION:SeMeB"SH-5400"PVC ShIgIeHUI1gWNdOW-N.I. FOR YOUROPENING'SCONDITIONFROMTABLES20R3,ANOTHATALLMIN.REWINEMENTSFROMTHISSHEETSETAREMEf. �('•.;(ORIDP,.' SINGLE HUNG WINDOW INSTALLATION-NI 05l15/15
APPROVAL DOCUMENI.Dneving No.MDQSH5400-0l titled"Single Hung Windm Installation-Nl", 5)INSTALL AS PER SHEET SFOR THRU-FRAME INSTALLATION OR SHEETS FORINTEGRAL FIN INSTALlAT10N. ' OIV,gL ENCj`�• �1` SNe° a°°"�°N0'
dr¢ets1HLTDUgllITI2,da[¢d05/15/15,wi0l taut lion Cda[ed 03/10/20,prepared by manuf cturH,signed NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES(J-CHMINEL,FLANGE. AleyOplMnikdL p,E .S`H-5400 NTS 10F 12 MD-SH5400-01 C
INTEGRAL FIN OR EQWLLEGBOX). p.Ep 50]05 REOI6TRATGNa292e6
and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp - -
withtheNoticeofAcceptance number and e%pirationdate bylheMiami-DadeCountyProduct Control Section. MANUFACTURER INSTALLATION NOTES
MISSILE IMPACT PLATING:Name
LABELING:Each unit shall bear a permanent label with the manufacturer's name«logo,city,state,
model/series,and following latemenC"Mamt-Dade County Product Control Approved",unless otherwise
noted herein. TM151 ALLOWABLE TYPES
Glass Oesi nPresaure Frame (III Frame Frame
RENEWAL of Uris NOA shall be considered after a renewal application has been filed and there has been no TYPB Desription(Usled from MIMI—t#Interior) Table#Shwt# Types Options Configx sMpes hade ar..options mat may be maid
change in the applicable building code negatively affecting the performance of this product. Isaa Fig B)(gee Table 1) (sae Fig A) (see Fig c)
1 3/4"LIS.:1!8^A EXtedor Cap+12•Air Space+1/8"A Extedw Cap 4 6
TEI2MINAT10N Of this NOA will occur after the expiration date«if tha'e has been a revision or change in ..,.huo 2X Wood Freme'Buckstdp-elreel 3,option 1
2 3!4'I.G.:1/8"T Ezted«Cap+12°Air Space+1/8"T Eaten«Cep 4,S 8,7 Equal-Uta, SqueraRed.,
prodlctemat,ffor alssales,advetisian«coothere of h¢p�s"I automaticaUy tesainatethisas an NOA.Failure ocomply ent of any 3 3/4•I.G.:3/1G A ExtakN Cap+3/8'Airspace+3/18•A EXtedor Cap 4,5 8,7 (92) ,-a Creep ;a Aad,op TMre�adm -the two ,,•INTO WKret.kS1vCMU P: 3, ant
Pr xhhy 1m+P0 y ) 8 Cduga Ratllus-Tap ° .••m h 1X euckstdp ah0 CmuaaCMU-aheN 3,OPtl4n 9
with any.eCd n of Nis NOA shall be cease fm temlination and removal 011 4 3/4'I.G.:3/16"T EJlted«Cap+318"Air Space+YTS'T EXtedor Cap 4,5 8,7 ....Into Metal-sheet 3,optlan 4
ADVERTISEMENT:TL c NOA number precededby the words Miami-Dade County,Florida,andfollowed 'A'=ANNEALED;"T'=TEMPERED ....Into 2X WO FmmaBuokstdp-sraa 3,option
the lion date m be di 1 ed in advertisi 1 teralme.If a rbon of the NOA is di 1 d then BOY/ Equa-Lae, squ hr n,p t., Aft by e%pira aY STl try ng n +ly pin sP aye TABLE 2:ALLOWABLEANCHORS TFBOUGH THE FRAME Equa-L.eg i-d OdeVPradew An:M1lbpB Through Via
�B rlX Buclutrlp lltlo tCmcrtllelCMU-sheet 3.9ptlon3
it Asti be done in its entirety. Min,Edge Man. M
EspiratianDate: Mead Min.Fy min.F. pM) 1111 Radiw-Tom NOTES k COMMENTS
Group Arleh« SUbehaaB Dial..- Embedmem• ...LIMO MNa-sM1eet 3,optlm4
INSPECTION.A copy oftds entire NOA siNllbepovded[o the user-byhemanufactmegritsdehibuors $ eaew wMI +2oMI Into 2X Wood Fremaikadeddp-or"4.option 5
P.TSOulhwn ire(SG=0.55) 7/15" ,-Y8 Saew eo Mi 99 MI Thro+gnthe
and shall be available for inspection at the ob site at the request of the Building Offi dal. Jchanrel Eal/P n. 3A.a T.pct.•idegrel tin...... ....mM Metal-anent 4,Optlan 7 ALL DIMENSIONS ESIHALLCO TR VERIFIEDISIN THE FEED BY THE
#l. SMS su.. ar Ml 110 Mi
This NOA revises and renews NOA No.17-0630.06 and consists of this page 1 and evidence pages E-1, Stets,A98` Ye' 0.05D' 1-a oda/Proaew pmh-rop 8 CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE
(steel,788 S.S. steel Stud,A853 Gr.33' Y8' 0.0157"(76 GaJ aaaareoaao oT xd M MI (#i) Through the frame---� W�FmmaaucketnP-arrest 4,option 6
E-2,E•3 andEd,as well as approval docment mentioned above. eei tea Mi -.1 a ratlage Radh+e-Top COORDINATION OF A11 DIMENSIONS.
The submitted documentation was reviewed by Manuel Perez,P.E. or aio S.S.) al ullmcnmB +n Mi +w xei ormevn+day. ....Into MNd-anaat a,oglane
A Aluminum,50111 YS" 0.050" .....
Yi0'Steel Ultraoen Or P.T.Southern Pine(SG=0.55) 7/16' 1-31V I Uamcame 10 M1 1MMI Through the ....hto 2%WOatl FmmaBucksMp-Abaci 4,option ALL '${,ALES INDICATED PERTAIN TO ll'X17'PLOTS
llltacoM Concrete(min.3 kei) T' 1-3/8" e..m creMFlmo tzl.4 xsi 1ae]Mi Ote}Fel Fin Equa-lit°, SquaaRecL,Idepml ln...... IMo Motel-sM1eH 4,optbn7
Alaninwll 18 kd 91 1-4 dram.Odaw A t"TopB i
NIM110ADECOVNTY NOA No
20-0401JN Y16"steel Ultracon Urgmutetl CMU,(ASTM GAO) 2-12" ,-1]4" (#3) TMWghtM Mrs -M°2XWood FremaBuckstllp-shoot 4.options
EspiratianDate:July 30,2025 8" tl UH + Led CMU,ASTM M) 1" 1-14. sTad as ksi Ne Cottage Retliva-Top DESIGNED BY:CII1R6 WlmEll DRAWNllrmu ( Smd Me 3a xo as kN ortlte wlndrwl..........Irlw Motel-anent 4.opton S
ApprovalDate July 33,2020 P.T.Southern pine(SG=0.65) 91161 1-3/81, CECKm BY:CHNIM MIM
7/16/20 Pagel #12SM5 Steel,AST IT 0.850" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES
(steal,1B8 S.S. Brad Stud,A653 Ga.33- SIB" 0.0451"(18 Ga.) SCJME AS SIIOMN PROTECT is
a 410 S.SJ Aluminum,6061 11, 0-063"
WINDOW N❑A COVER SHEET B 1/4• [ad UK= or P.T.SOuthem Pine(SIG4.65) 1" 1-3/8
1!4"steel Creleflex P.T.SaUtlan Pine(SG=0.55) 1" 1-Y8^ Err OR \\\ C A, D^
me-
7/4"steel Aggre-Gala P.T.Southern Fire,(SG=0.55) 1" 1.3/8' FLANGE EQ�L- .7 1•'�•• A'1/�'
Concrete(min.2.85 ksi) 1• 1a/4' LEG /
7/4"steel UaaCm UngroUed CMU,(ASTM G90) 2-12" 1-1/4• EQUAL-LRE ORIEL COTTAGE \ Q` \GE N$F'.F/j/ /�
C
1/4"Steel Dltacon+ Concrete(min.3 ksi) 1NIB' 1-SW ��.
Ungroftea CMU,(ASTM C-90) 1" 1-i/4' FIGURE C:FRAMESFWPFS r` •c.1� /y
i!4"steel Creteaez COncmte(ran.3.35 ksi) 1" I-W -BUCK WIDTH +WCKWIDTHI�--�IBUCKWIDTH♦•-- _� V • I allysi net✓
1/4"steel Uaracon Concrete(min.2.85 ksi) 2-1/2' i-3114' T I- T(.-- _.I . A 18 �pt��77}{� J
1/4"steel Ullac°o+� Concate(cam.3 ksi) 2-112" 1-314^ q/ T tr 1 0 3 0 4 a r l e sl V/ \., r `""a rl e!;A1
1/4'steel Uhracont UND,Dted CMU,(ASTM G90) 241 1-1/4" INTEGRPl 7C
D Concrete,(.a..3.35 ka0 2-12' i-Y4" x ,u iCWaNEL FIN - ,Darden Jr., _
1/4"steel Creteaex UlgroUed CMU,(ASIM C90) 2-12" 1-1/4" x °
Crouse le min.3.275 Rsi 1-i2" °� w 1w rd e n Jr. Date:202 V 9-
1/4"steel A99re-Crdtor Grades CMU,(AS7At CAD) 2 2" 1 1 i E 1 �{�) � �
O00 0.
/,
TABLE"ALLCWABLEANCHORSTHROUGHMEINTEGRALFIN RECTANGULAR RADIUS-TOP ARCH-TOP O••
PRODUCT REVISED i STAT�`R91^'
Group Anchor Substram Min.Etlge mMin. din
WINDOWSHAPESAS ABOVEORSIMILARAREAPPROVED.1-1-.1 whh the Florida •• ,••
deMnca Ebuarser BE USED BY INSCRIBING THE SHAPE IN A WOCKAND OSTAINING Belg
DESGN PRESSURES ANO MCHORAGE FOR THAT BLOCK SIZE FROM ss/F4 0RID
E 2-i2'z.19,'Common Hal P.T.50ulhem Pine(5(r.55) YB' 2-]/t6" THE TABLES OFl SHE M. NOA-No. 20-0407.04 /
2-12'Ringshenk Pooling Nail P.T SOuthem Pine(SG=.55) Y8' 2-7/18" Att II Redebn: Ex atbn Oale• 7l3012025 \\
P.T.Southern Fine(SG=55) 12• lace° , �ONY LYNAI '% C)REVISED ANCHOR TYPE Br� /// ONAL \\\
coin Tma3lreaa sms '� 1,1CF"sc':�! TABLE. Meer a Pros ra
Awmmam,eos3-rs• 1. o.oso• :' .F., Pa e
(steel,188&S. Steal Brad,Gn 33- 318• 000451•(18 Ga.) No. •.�� AK-3l10l20
Or 410 S.S.) _-iT
F Steel,AST 1. 0.050' - 58706 *- ® risonoB.m Dram By
P T.Soumem Pi+w(SG=.55) WIT 1-Y6• =9: c Lora TEolNOLocy oRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI CHARLES A DARDEN JR DATE
#125MS Manner,BOBS-15' 3!e" 0.063' ��'. i� `') �� N.VaraC�mus's
(stew.fe8 s.s. �O,o-.,. AT OF :.mow` 1mr. D.h.: FLIBM FEfS51M PRIFFSYONIL P CKM ND.7N70
or 4lo ss.) sraa soma,cc 93• Ye" 0050^ �t�d.'-:'�omD-r;...'�?� (�tTe8b1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
sleet.A36' Y6" Daso^ ''s.`�OAdAL E sot:./Moa.0 s+re+s sncee om.,N.. SLEET AYE:
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. /I
ALNAI MLV.6'd�P.E SH-5400 NTS 20F 12 MD-SH5400-01 C
P.E#SB]a5 IiHasTRpnoxa2Bzea WINDOW PRODUCT APPROVALS
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ARNOLD RESIDENCE
TABLE<. WINDOW & DOOR
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Ra"E�<'• 3215 S. LAKEVIEW CIRCLE
BUILDING 12, UNIT 102
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HEADER
O MEETING RAIL r:. s m
023 ENGINEERING
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HEIGHT
V 20B-210 SW OCEAN BOULEVARD
STUART, FLORIDA 34994
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AMB
za 772-220-460 1
WWW.CS M-E.NET
SILL CERTIFICATE OF AUTHORIZATION: 29057
- THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/IEN COMMON
_ o LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND
- DRAWINGS ARE NOT TO BE REPRODUCED,CHANGE),COPIED,OR
SECTION DETAIL FOR WINDOWS WITH
ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER
3/4^MOM. -+ 31a•xad. 3Tr woM. ya^MOM. I� LEVELRI REINFORCEMENT&GLASS TYPES 14 '� '� ENTFIRS OF CSM
THE EXPR6S WRITTEN
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I ABOVE APPLYTOALL FRAME TYPES&
CONFIGURATIONS)
THIS DOCUMENT,THE IDEAS,AND DESIGNS INCORPORATE)HEREIN,
SEE TABLE B,THE FOR ANCHOR GROUP AND QUANTTTY.e AS AN INSTRUMENT OF PROFESSIONAL SERNCE,IS PROPERTY OF
1/8"A GLASS 118"7 GLASS '06"A GLASS 3116"T GLASS ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 CSM ENDINEERING,LLC AND IS NOT TO NT USED,IN WHOLE OR IN
1/2"AIRSPACE— 1/2"AIR SPACE 3/8"AIRSPACE 3/8"AIRSPACE (APPLIES TO ANr HEIGn7at.Te^oR LESS)
PRODUCT REVISED PARE FOR EANYNGINEERING.
OTHER PROJECT WITHOUT E U ED,IEN
1/8"A GLASS 1/B"T GLASS 3116"A GLASS 3116"T GLASS Plyi.g wBN the FNMaa AIIMRIZATDN OF CSM ENGINEERING,LLC.
a EXTERIOR G]EXTERIOR < E] IOR aFXTERIOR 11i NO—. 20-0401.04
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Tara ro-+a N . .rLj/ ) By:
0 L' C ADDED MIN.SASH HEIGHT
NOTE, mlaea pace Peatl rol
NOTES. _�,;� MO.587C5 - AK-3110/20
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 1)USE THIS TABLE FOR ALL WNDOWS INSTALLED THROUGH THE FRAME =01,V
ORINTEGRALFIN. S})t_ I
OF 7 0 ;¢; N.S070TELXNOLOGYDNNE DESIGN PRESSURE TABLE J ROSOWSKI
LL/. VENICE,FL UV5
;0'. AT (U� TX!•: Dote:
2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT ISAS PERTHEFK3URE. �(L`�'.;�ORiDD•,.'G\�: + +� SINGLE HUNG WINDOW INSTALLATION NI05/15/15
31 FOR S12E3 NOT 5110",ROUND UP TO THE NEXT AVAILABLE WIDTH OR �'is/OypL EN��` SINGLE
. s.,t wor my NN R.,•:
Im NOM.GLASS HEIGHT DIMENSION SHOWN ON THE TABLE. ALl fi'IIIA IP.. 7''
SH-5400 NTS 6 OF 12 1 MD-SH5400-01 C
7&79 WE TYP. i
73 71
MANUFACTURER DESIGN PRESSURE TABLE
31
EXTERIOR 75
TABLED FOR ANCHOR GROWD TABLE 7, EET9MAYBEUSW. _.
PRODUCT REVISED Klw,m.aomnReRalretlme 'eo'aW°",` Mea.A•m•.o<.va-na mr
38 30 PbInM with Ne FlorWa A"llnuMhF,ame• a..n awa a.rs amen m s e me :are Amm- +w .u�w mw ume .zme .unn wore aura .unn rmW$
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........... SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ALL DIMENSIONS SHALL BE VEPoFlm IN THE FiE
sL D BY THE
CONTRACTOR. THE CONTRACTOR 5 RESPON OR THE
ve wnNNim. S
H-5400 wTS 5:0F 12 MDSH5400-01 , a t COORDINATION OF ALL DMENSDS
PEe_ t a 1 z a ALL SUB INDICATED PERTAIN TO 11•X17'PLOTS
MANUFACTURER GLAZING DETAILS PRSDEIGNED BY:C DRAWN BY:
CHEM BY:OMM ONDEN SCALE AS SA PROJECT
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9EE TABLE 4,SHEET 6 FOR DESIGN PRESSURES WH •ISTABLV
^MIN.SASH HEIGHT=WINDOWBUCKHEIGHT-50.135• PRODUCT REVISED / O••• STATE OF
((APPLIES TO ANY HEIGHT 91.7a•OR LESS) Bu1Min9 PIYME,Cadea Ith the 1`1 r1 a • • ^ •••••�
I�
<ORIDP.• G\ ��
xon-Ne. zaoao+.oa i \
EK Iraft Date• 713012025
No s: .� o' NOTEDED MIN SASH HEIGHT Mlaa peas Put
1)USE THE ABOVQUA-NCHOR QUA REQU/RED.........'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME _�'k N0.5`uJ0, � AK-3110/20 �! )
A ® Nnm
Peen Fflen:
2)USE THE ABOVE' ANCHOR O.C.SPACING........_-TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. gip: -T / �J Q;`1.o TEcNmcUOGYDRIVE ANCHOR QUANTITY TABLE JROSOWSKI
3)FRAME DIMENSIONS ARE BOCK.IAR"=MEETING RAIL �,. S.AT OF :.Q� N.VETSCE,FL3QT5 pa,a CHARLES A DARDEN JR DATE
%t�s'`"IQRIDr,•,'���� �''+ 180D SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 RANA REILSIE1tD aIEs65duL DOW ND.79910
4)FOR SIZES NOT SHOWP+,ROUND W TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �7�5/ANAL YGN z`• 5aie./✓oa t• M. ••' Oo.M9 Na R•r.
5)REFER TO TABLES 2&3.SHEET 2 FORANCHOR GROUP DESCRIPTIONS, A.LYIIr1 LIILLAA,`P E. SH-540O NTS 5F80F 12 MD-SH5400-01 C BELT AWE.
Ex5aTa5 REGISiRATQNMN29671 - WINDOW PRODUCT APPROVALS
MANUFACTURER ANCHOR QUANTITY TABLE smart
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