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Home My WebLink AboutSTORM SHUTTER PLANNING & DEVELOPMENT SERVICES BUILDING & ZONING DIVISION RECEIVE5 OW 2300 VIRGINIA AVE _—MFORT PIERCE, FL 34982 SEP 2 6 ?018 (772) 462-1553 FAX 462-1578 ST. Lucie county, Permitting CHANGE OF CONTRACTOR SUBCONTRACTOR OR CANCELLATION OF PERMT PLE E SELECT ONE OF THE FOLLOWING: CHANGE OF CONTRACTOR—Change of Contractor is to be signed and notarized by the property owner, and the new contractor of record for the current permit. A new permit application must also be completed with new contractor information and signature. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change-out). A recorded copy must be submitted prior to commencing any work.There is a$50.00 fee for the Change of Contractor. CHANGE OF SUBCONTRACTOR—Subcontractor changes are to be completed by the general contractor. The new subcontractor must fill out a Subcontractor Agreement Form. There is a$50.00 fee for the Change of Sub- Contractor. CANCELLATION OF PERMIT—The cancellation of a permit is acceptable only if no work has been done. Cancellation of permit is to be signed and notarized by both the owner and qualifier of record. There is no fee for cancellation of the permit. Date: q�C l- 2018 Permit Number: Site Address: \! " ({ey'l ore,_ State License SLC License Original GC,subcontractor or owner/builder Sl()l A f_ `( seym c E!; State License SLC License 1 V x'12 New GC,subcontractor Reason for Cancellation The undersigned does hereby agree to indemnify and hold harmless St Lucie County,its officers,agents and employees from all costs,fees or damages arising from any and all claims of action for any reason,which m rise as aresu of this change of contractor/subcontractor or cancellation of permit.A permit cannot be cance d if�vork een formed. SIG A' RE 'O R(or o r/builder) SIGNATURE GENERAL CONTRACTO (or new as applicable) PRINT NAME Y1S` �Ql PRINT NAME State of Florida,County of St.Lucie County State of Florida,County of St.Lucie County The oilowing instrument was acknowledged before me this •� The following instrument was acknowledged before met is day of i�.,,,20 ,by 1��\C✓ i� �r day of 2"&by-� who is personally known to me who i ers natty kno to or who has produced as ID. me or who has prod ced as ID. ignature of Nota Date Signature o otary Date Haleigh Short Haleigh Short NOTARY PUBLIC Revised 04/15/16 stv'Volislif NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Cq�;�GG148342 Comm#GG148342 //N E ta�0 Expires 5/25/2021 Expires 5/25/2021 From:Mike Heissenberg Fax:(772)871-0990 To; Fax:-(772)462-1578 Page 2 of 2 0912612018 8:32 AM :. ''.PLAN-NING AND DEVELOPIaJ[Eir T SERVICES DEPARTMENT RCJli , r. T H) CODE RtG�7J1.ATION, XV—1N. w 00 VIRGLIIA A'VE FORT PIERCE,FL 34962 . . . (.T7z)X62<1453 lax.(172') S!2 l 7i3.... RECEIVED.. SEP JM>c r -R>ENEWAL.nQUES ST..Lucie...County- PerRlirdi n'3 PERMIT NIUMBOUI —0 AQQRjE$S: I' m t °.�1[ R�1 t`'i ' � "1Oct_ :am roque. tiLlg that the above permit be renewed, I understand that I.must schedule and pas all required inspections for the permit to be finaled.. FuitherA understand that this:is a ONE TS E RENE1'XL and the permit shall expire should 1.apt receive a passing in5pdct'ion during any six—month period during the renewal.period. Justihcatiori1t- -' 2 _t tCt_ — :. a pw '.OWNERSLDKQR COi�'TR:1CTf3Et SICi AT E'. —� Di. TE .' ti Pn.,nt Name ..... STATE OF FLORIDA COL NNTY OF 4-,-`sa. k I-C t -C 4CKNOtk'.(,,f;l1GE(7€ RL ME'] __? 1:>Ay—F BY iC r ' �4'I[C)c1. ECitiC7 1r1LF Y ICPV�VI!\ ..0 ME _.._. ,OR HAS.PROYII)fl) AS IDEN'I'li`L�'rl'fIO'�3, .STATE OF FLORID�V,Count of`�a—_�1s f`' fte# h Sh n €� - - t AIt� '... _ STA AFiY PUBLIC TE OF FLORIDA f Cent/ GG148342 �q1 Expires 5/25!2021 ------- -- ---- - - - _ Number of Open Irlspectiaiis: Total Inspections: ..... (Divide open by total to gget nr,of.open inspections:) :Percentage:_ .0 i;inal-pert.nit tee: __h°lo open . ftenewaE.foe ....... 1 xatitple: [tS divided.by'�3=_fi5(%_)J $175(permit fed)x.,(�;.-=x113,"1.;(renewal fee) . ............................................................................. ........................................ .............................................................. ..............................................................................: ......................................... '''............................................................... ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: r— :s:; £' RECEIVED m Building Permit Application SEP 2 6 ?018 Planning and Development Services Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Shutter i�Rf 'OSEp ItV 201lEMENT LOCATJIM �. Address: 1278 Nettles Blvd Legal Description: NETTLES ISLAND INC,A CONDO-SECTION II PARCEL 1278 AND PRO-RATA SHARE IN COMMON ELEMENTS Property Tax ID#: 4502-501-1465-000-5 Lot No. Site Plan Name: Block No. Project Name: Burgess Setbacks Front X Back: Right Side: Left Side: tv DT ! D�DECRlPT10�!'tF WORK Nr � a Install 1 roll shutter. FL#12246 a ,z CITRIC�TON lNEORt�TION � s �9 .,.,.,. ,k:( �,r,'.;,.. Hr.. ::.= .Y... ,,, �.,.,a Additional worK to ertr orme un er t is permit—c eckall appy: HVAC M Gas Tank ❑Gas Piping fvl/ Shutters Windows/Doors ❑Electric ❑ Plumbing Sprinklers ❑Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 5,011.00 Utilities:cn Sewer 0 Septic Building Height: A` R, Name Chris Burgess Name: Michael Heissenberg Address: 1278 Nettles Blvd Company: Expert Shutter Services City: Jensen Beach State:FL Address: 668 SW Whitmore Dr Zip Code: 34957 Fax: City: Port Saint Lucie State,FL Phone No.772-708-2806 _ Zip Code: 34984 Fax: E-Mail: Phone No. 772-871-1915 Fill in fee simple Title Holder on next page(if different E-Mail: Haleigh@ExpertShutters.com from the Owner listed above) State or County License: 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPIEMENT`,,,-(ONSTRUCTIQN LIEN LA11U INFORMATION DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: X-Not Applicable Name: Tiitecolnc. Name: Address:6355 NW 36th St Suite 305 Address: City: Virginia Gardens State: Ft. City: State: Zip: 33166 Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. , The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend t obtain financing, consult wit nder r attor y before commencing work o eco i o r N e of Commencement. s Signature of Owner/Lessee/Contractor asgent for ner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF — l e C COUNTY OF C Q 0 a The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this'7_1 day of }- 20 baby this ZI day of � ' 20 $by Michael Heissenbkg Michael Hsissenberg (Name of person acknowledging) (Name of person acknowledging) _LA Signature o`r N t ry P,ub/lic-State of Florida Jsignature of N t Pub State of Florida) Personally Known " OR Produced Identification Personally Known v/ic-OR Produced Identification Type of Identification Produced Type of Identification Produced Haleigh Sho ` f�/ h Short Commission No._C—�C�)L{S 7Atz NOTARY PU &pmmission No. ��-{ bt_ (S ig STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA •iH E j910 Expires 6/25/2821 Comm#GG 148342 Revised 07/15/2014 iN 1161 Expires 5/25/2021 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS E t 3 FRECE:IVEDEP 6ie Cont/, perrnitti29 FILE CO x Front Boor Chris Burgess Residence l k t e �1 e� Garage Area ; i.s i i i i 1/4/2018 Florida Building Code Online i 1 . . ® C . i BCIS Home i Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications I FBC Staff BCIS Site Map Links Search i Florida P re Product Approval USER:Public User &P Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 L# 12246 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results- Applications FL# Tvoe Manufacturer Validated By Status FL12246-R4 Revision Expert Shutter Services,Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941)922-3854 Subcategory: Roll-up *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: MW ® Rhe FRECEIVED Credit Card' Safe securityAuTRics- 6 ' 918 ST. Lucie County, Permitting FILE Copy https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 GENERAL NOTES. 6:ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT.EVALUATION DOCUMENT[[PX.D.) HAS BEEN S.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -3/8'0x1 1 4'CALK-INS'MANUFACTURED'BY POWER FASTENERS,INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIMI-DADE -1/4'0x3/4 SCUD-SET MANUFACTURED BY ALL POINT, INC. /SROWARD COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILT. INC. DESIGN WIND LOADS SHAD.BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED,CODE. -5/16-0 TAPCON MANUFACTURED.BY ITW BUILDEX.,INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM ECCE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICTED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALHYFACTOR Kd•O.B5.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE M EDGE AND CE AN SP ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS LWATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT 1N ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100X EDGE DISTANCE O 10OX CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 do 20 THRU 28. 3/8`04 1/4'CALK-IN 3 3/4' 4 1!2' 1 1/4'(3000 psi) NOT ALLOWED 2. IN.ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4' SOUD-SET 3- 3 7/8'(3000 pal) NOT ALLOWED A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS fiM.USED IN THEIR ANALYSIS. FASTENERS 3/8'0 KWIK BOLT TZ 9' 4- 2 1/2'(3000 pal) NOT ALLOWED SPACWOS.TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S.2015, 5/16.0 TAPCON XL 3 3/4' 3 1/8' 2'1/4`.(2689 Psi) NOT ALLOWED NAUTILUS ROWNG SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCUC.RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAD-OF SOUTH 10.ANCHORS REQUIRED FL RED OR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, .FLORIDA. REPORT 1030.01=08 AS PER ASTM E.1996-05.E 1886-05 AND'.E 330 STANDARDS,QUALIFYING IOC, 11, RRE 12, 12A 13 &13A. INSTALLATIONS FOR WINO ZONES'1. 2; 3& 4.MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KW1K BOLT TZ EXPANSION ANCHOR MANUFACTURED BY H1LTI, INC. INSTALLATIONS,AS DEFINED BY SECTIONS 8:2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 h 20 -HUS-H SCREW ANCHOR MANUFACTURED HETI,INC. FOR ADDITIONALLIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TG ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEPT END RETENTION SCREW @)TO BE STAINLESS STEEL 304 OR 318 SERIES WITH 50 ksl EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 kel TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O 10DX '50016.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX 6:SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CGDE SECTION 2411.3.3.4. ANCHOR SPACING O 10GX EDGE DISTANCE O 1OOX CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT TZ 27' 9' 4 3/4"(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304.OR 316 SERIES STAINLESS STEEL WITH 36 kat MINIMUM 1/2'0 KWIK BOLT TZ 22 1/2' 7 1/2" 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH, 3/8-0 KINK BOLT TZ '6" 4 3/8' 2' (3000 PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4- 5' Y(3000 Psi) NOT ALLOWED 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS 196.095.225 AND 17,409.980. 3/8.0 WEDGE-BOLT 4 1/2' 4 1SMT 6' 612' 2 1/2"(J000 PSI) NOT ALLOWED 7. ANCHORS TO WAIL FOR®SIDE RAIL SHALL,BE AS FOLLOWS: 3000 PSI) NOT ALLOWED 5/2"o MlSH MTN OR MM6.0 ill"WO OR'IDIXX.BOLT 7 1/2' 7 1/2' 2 1/2'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 p.s.i.COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX. INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILA;INC. 12.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT is TO BE ATTACHED TO AA) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. NOT EMBED1465 INTO STUCCO SHALNL BERCONSI�ERED AS PART OF THE REQUI REQUIRED EMBEDMENT. 13,THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. A2)MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL 4'FOR 5/16'0 TAPCON XL ANCHORS do 5'FOR 3/8b KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (o) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT; i.e.WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (8)-TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.D.PROVIDED HE/SHE.DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS;AS MANUFACTURED BY OW BUILDER, INC. (a)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 9.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL 6E 2 1/4' (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF . RECORD (E.O.R. FOR THE PROJECT WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P,E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF 1H£REQUIRED EMBEDMENT. A DELEGATED ENANO WHO TO THE P,E.D, ENGINEER,SHALT.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE..(E.D.) OF 5/18'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e) THISP.E.D.SHALL BEAR THE DATE AND-ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 'RECORD THAT PREPARED IT. 8.3) IN CASE THAT PRECASTSSTONE, PRECAST CONCRETE OR.BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHAD.BE LONG ENOUGH TO REACH THE MAIN;STRUCTURE BEHIND 16. PRODUCT MANUF LMEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA SUR.0j910 EIL 0I "CAIaEl SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0.36)• DOUGLAS-FIR-SOUTH (0-0.46) OR P��M. ! BNALL ONLY HE USED TO SOUTHERN PINE/2 W/ G- 0.55 MIN. ,{��p; J THE STATE,OF R.OR@A FLORIDA BUILDING CODE(Non High Velocity Hurriwoe Zone) -5/16.0 TAPCON)iL ANCHORS.AS MANUFACTURED BY RW BUILDEX, INC. 3 1 02017 rLTECO WC. • CRAWN Ten e : No.44167 Nautilus La. C.1) MINIMUM EMBEDMENT OF TAPCON%L ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE.2 1/4'PHYSICAL ! *, -1 THREADED PENETRATION. JWUhWShuHorSyst•m oa/2i/17 NO EMBEDMENT INTO FINISH MATERIAL SHALL.BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ` - ,� tL E C O INC. CAN C,2)MINIMUM EDGE DISTANCE E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4%EDGE DISTANCE IS • 9 t kr Q nLL11 EXPERT SHUTTER SERVICES INC. ' ��•' � s 0.xw. =.%33194 1626 S.W.82TMDRE STREET 17-244BEYOND ANY FINISH MATERIAL 94porn-+mr.:(L)sr a-moa;Wtecc000l,cam PORE ST.L.UfME.FL 3498 OPA••16 C.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON • s_-' LIL Ls-000a7le (saa Tia-Doss.TAM (»T)aTt OOTs THE EXISTING WALL OR FLOOR,ANCHORS-SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 11,. WFLTIW A Tt.1 441s7 SUCH PANELS. P.E.SG4/F,IyNAOI! /DATE FL0w0A U.I A �AsaA sxO:T 1 or 2a . e w #10 m un —MI. mr #6 #� #B an79' ,Ptr S. > 4Swe• M2' —2Aw— aa00112 AB1arAo #2 #3 #4 s#0e5 n,a` 615 7sr� OkTA •�w , 370 #1 s4r (TYP.) v` s»- 4• � te06TULE5SSfEH.1Y .4n• DETAIL!A 14M 0`�� 1RLISSHFADTtl SO11D"iUiEAD/"IT foAi� f12 6)IEXHFADABT)READlI0S 6CI®7 ' R7a17• 61.44n' Xaf,ane• • ,R7A7/e' I m. b x2.+40• f22W .inana• y oe• }.m.we' x OP ONS oN OPTION#2NrlWAS+ER1 g, B 7a• ^ ^ 1 `-oET.C" �•�"' 41OWSTAVUMSTEEL SCREW a^ µ H e7a ') DETAIL!C 6 CHROL@FREE�ANi WlawsroN ••47)• 4/•n ,..070• COATING SYSTEKASLIMMACRIED BYSLANBELTCCATTNC7;.LLC 1B1A Id .d y FY {rsDBTl7tNan0. • a6r .0�3• 1 \ w., •'42r 4 .w4ai F6T=1E0,11M H757EBIRID4M 654' oA SLATS •nn• .ler .7e•• ytl. ( •) @ STA T .e5r MI jYO&LiFALUhNUMALOY ALUWNUl' -- s7sm 6c,LE:fa�.r BASE SLAT FY'. Unk) DETAIL'S B0BST6ALUWNWALLOY __076' .200• :f 7ser •754'075, .u5.7.1t0• eo0o• a00Y 410W N ACETAL BUSHING #�t .fx•- au •w b '7 j ' ' g 71 .i75• ISO, - TQLSLEMOOIE119:5771d A $. .) a ltTa<.e-E SRi£.5' ATYE3.O;dL56i6i O BUILD•OUTTUBE FL991RALMcowNs6M1m .f ss• 7160• late' 606176 ALUWNUM ALLOY IZODNOTCHEDMACT:6.6kW " scuE 1rr•r !C a,ao0• 7' ©RETAINING SYSTEM:SCFIEW+BUSHING * O BUILD-0UTTUeE E1 BUILD-OUTTUBE •' OD -SIDE RAIL 6XVIISAL.UWNUMALLor 6o61Te aLwnHUM ALLOY 775 6GLE:7m•r 60e1T6 ALU ANRIM ALLOY SCALE!trr•1• J SCAL IR-1• MUST B MANUFACTURER TO ALLOW FOR A M00MUM —,_ayp0• e4w .0.050'CLEARANCE BETWEEN SCREW HEAD AND � i600• CAM WALL AT NON HURRICANE POSITIONS. t1eD, two, E3 BUILD-OUT TUBE 605MOALUWINIA ALLOY SCALE 7d•t' 4.0011' QH 114'0x3!4'ITWIBUILDEX TEK SCREW ,260• CARSON STEEL . SCV.E t r-v .) •OYPJ a50• 33 bYJ777717bA �. OI 5I16'01TWIBUILDEX TAPCON XL ANCHOR CARBON 6TEEL SULE:7M•1' > IA I a000 4epp OK STORM BAR ,......••... JO 318.0 HILTIN INC.KWIK BOLT 3 ANCHOR d051•T6ALUWNUMALLOY 4x7MULLIO 77+°. _ CARSON STEEL SCALE'Irr•t• G 4x8 MULLION G1 4 8 MULLION A' CARSONS EE OF TRAPPED ANGLE O O 51161.76 AL 0.i 6061TeAUWNUMALIOY 60e1•T6ALUMMMALLOY L �Rf''�� 606176 SCAM MALLor SCAM:66••r SCALE:3V•t• scAteaa••A4 ,r •• '• FLORIDA BUILDING CODE(Non High Velocity HUrricona Zone) 6uLE:+rr•r No 4416TH `�"'��`°W` Nautilus ° L.C.�" 8*WSr5hnll°r3yatau MV24//7. �O � 0 Ilse. DANn9T'`�••(•t�F �` TIWT TES71N0 a LNGINEERIND COMPANY EXPERT SHUTTER SERVICES INC. "�{.� \ "m 7tv.S1628 S.W.BILn1ORE STREET mil IORi \\\ N•..i oa6H71-7500,ru 7 Trn7en-7]11 PORI ST.LUBE.FL 34684 t 7-244 COMPONENTS 6�WIA „t, � EB�OOOB718L PKW--(000 7a6_WSa.FAX:077)57_Mo ORAwmN. -� ,,, ••• ,N WALTER A nlL J.P.E. �'•'” ° " 4tl' •^'"' °�'" °"• P.L�-"S ,/•••y t'DATE FLORIDA L./44167 m urn . SNm s aF 26. + s I ♦ 14 14 a 14 I 13 21 12 4 }may' 1• O 1e 1e. � 1 SIDE/END CAP 2HOUSING(BACK&TOP).040 THICK t° 3 HOUSING(FRONT&BOTTOM).040 THICK � 4 SPRING BRACKET a Jp 5 SPRINGASSEMBLY 4 6 60 MM OCTAGONALAXLE 7 SIDE RAIL(MAIN SECTION) ..' 8 SIDE RAIL(COVER SECTION) ! 17 9 ALUMINUM STARTER SLAT .� s ® 10 ALUMINUM SLATS 1-10 a Jo 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 7 e 1-0 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 1--0 18 END RETENTION ASSEMBLY 1-0 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END& END GA(PAS.SEMBLY COMPONENTS COMPONENTS 10 �.`1��jQ •'"GENB''T•�� i FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone). No.44167 0207""`O NC. Nautilus AN`P 'T * RoLUgyS6ntterSyiMm 07/2•/7 IL E C O t11c. an 'nun TESTIOM NG h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 0�..• (6 �1 p 6111 1]00 1!71a IMM1 1626 S.W.UILTLIGRE SRET 17-244wam7-191 KITT ST.LUCIE.FL 34994 WL00067,9som T1wla:-Teao 7.9-•a37.TAA(»])671-MO OPAMING N. WALTER A.T1LU '.P.E. ar. am�+a urt ar,w o°wsbl az P.E.'Stsy0gl�URE/DATE Rg6GA Lie./44167 �' °6 71�1 • sxEEr 3 W 26 BOX pY/6 do Y/7 BOX t�V/9 K (T,R. V/9 K i�EAR Q Y/6 do Y/7 \ \ \ NNW\X END CAP END CAP END CAP 1 END CAP-- SLATS AP SATS - SLATS 2 SLLATS SLaTS SLATS SLATS 4 SLATS SLATS SLATS SLATS SLBATS J8 W U8 SITS )//e 0/8 #7 SLATS SLATS SLATS�(yp- G! SLATS p. G. END) (TYP• Ea. END) 9 SLATS SLATS q A 1O MO.) 01O (TYP•) SLATS sun STORM BAR SPAMN � � �Y/6 & Y/7 (SEE SHEET 22) �Y/6 & Y/7 B 8 �V/9 V/9 Mar,SLAT SPM1 =SEE EDULES ON SHEETS 10 h 20) Mas.STAT SPAN TYELEVATION W/O STORM BARS * ** (SEE SCHEI UlFS ON SHEEP 16) & 3 FOR COMPONENTS NOMENCLATURE.a TYPICAL SINGLE UNIT ELEVATION WZ STORM ,{ARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN I1'-0'APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS h MULLIONS W/HEIGHTS UP TO (a)CURTAIN SHALL START W/ 0/ SLATS AT TOP. FOLLOWED BY 02, 03, .-..THEREAFTER,ALL THE WAY DOWN. EACH SLAT 0 SHALL CONSIST OF MIN.FIVE(5)SLAT OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD,BELOW BI SLAT SHALL BE CONTINUED UNTIL TOTAL.SHIRTER HEIGHT 15 COMPLETED.QUANTITY-OF FINAL SLAT NUMBER •Le INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. ............ (b) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. �'��V �•I�T�/�% P 9: t* \\,4 J�• ejEf is ••••;• FLORIDA BUILDING CODE Non B9 LY ) �Z: SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM \ ( gh Velocity Hurttwne Zona BARS AND W/OR W/0 MULLIONS W/HEIGHTS LARGER THAN it'-0'. . No.44157 oRAaN�,: IW 't 02017 nLTEw wa Nautilus La (0) CURTAIN SHALL START W/01 SLATS AT TOP.FOLLOWED BY 02.03......THEREAFTER,ALL .�•' •* THE WAY DOWN.EACH SLAT 0 SHALL.CONSIST OF MIN. FIVE (5)SLATS OF THAT SLAT Ro,Q1ngS3oH0rSpatGm p8/24/t7 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE R R L R E C O INC.. LATE CONTINUED UNTIL 010 SLAT IS INSTALLED.AFTER 010 SLAT IS INSTALLED.ADDITIONAL 010 =9 {�� kr\\\ TILM TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT: t7 ••.� .``A• \ e..,ee.xa n:.r..�m,wxaa u,Imo,s n 331" 1626 S.W.&1TMORE STREET�� '(e•••.....••• �•� 11\ vna..:(1W}771-ISRO.fo.:LwSPN PORT ST.LUME,Il..34984 17-2 n 1 e-med:I;Ilec°Gaol.00m DRAWING Mo (b)BOTTOM STAT 8(]l.IUS'T BE ALWAYS INSTALLED. VIONAL� Ldl ES-00"719 "O'�L800I T'°-°6S6•i""fsil°"-°°°° 'i rrT WALTER A.TtLj Jr.P.E. un '^•ei 000•'x" P.E. SEAL/ URE/DATE RORCA Ua 44167 . m I40lI v. a am SNLT.T 4 OF 26. u6x,_MUUION SPACING (T�,W-1/10 OR W-2/11 OR G or O or 0 (SEE SCHEDULE �I G or® or ILL W-3/12 OR W-4/13 ON SFfEE1S 14,25&26) Ih,.W_1/10 OR W-2/11 OR Max.SfORu DM SPACuiG Max.uUt110N SPACING Oo REAR G or© or W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON SH t7 22) (SEE SCHEDULE V/9 (TMP•) ON SHEETS 24, 25 &26) �/.' "/f`r,�:i�•;! ✓'%�.'//..' .'"; f,•'a' //✓;'' '°/r�•'l.;,f/1./.i"///%�%:%'%i//,%,%""f,i!/•'�/!: BOX END CAP I I END C II II I u n i 1 I II II SI I II38==P II Q1 I 11 1 1 SLITS I - I II F SLITS I I I 1 1 a2 I I II L. /2 I I I 11 SLATS I 11I I SLATS I I I 11 J m I I II I SL �LATS i BCP i i sLATs 4d14 LATS i i SLATS r I I I I I I I $5 to N 1 1 1 I I SLATS N I I I. 1 1 SLATS TUi Q/8 SLATS m N zQ/B o 8o I I I SLATS sZ 1 I I I I z �m I I I I I 20 1 I I 1 1 I I I 1 1 /7 78=- A. - SLATS B (TA•) i I I R 8 i R 8 swTs Wor or (TYP•) i I I Ro 8 i it c e Yn i 1 1 R'/ Ea 4�yi o i I I R'% i i R'% sots SLATS I R/8 I I I D N D = or i ii II j I I 11 (TYP• Ea. END) R•/8 I I 1 (TYP• Eo. END) I I I Zug it suis R/8- li R/8 iiSLATS i R/e ii R/8 11 or or or II R�g R/ i i i11 I I R•/ I I R'/ n t I 11 I I Sto T I 11 11 SLATS I I I I I SLITS /. •! •',✓, re''rr1 „°,!.• r .:ij ,e�fic;: .:r x... . . ;^:.: ice.` y. .:,:.,..f"://,.�, � .j:;!•`✓'rr' ,".:r;,f• MAX.STORM BAR SPACIN W-1/10 OR W-2/11 OR B (SEE SHEET 22) W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (TyP•) D W-3/12 OR W-4/13 0 (TYP•) Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Mox. SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, * TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & W/0 STORM BARS W/ MULLION & Wf STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR'SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THM! 11'-0'.APPLICABLE To INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0-. (a) CURTAIN SHALL START W/i1 SLITS AT TOP,FOLLOWED BY 92, F3. .....THEREAFTER ALL THE WAY DOWN.EACH SLAT,i SHALL CONSIST OF FIVE(S)'SLATS OF THAT SLAT NUMBER. PROCEDURE FOR •- ADDING SLATS DOWNWARD BELOW(T1 SLAT SHAIl BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS r'' ER A.r�/ ;•• COMPLETED.OUANTIIY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATI�MAY VARY WITH p11 1••. SHURER'S HEIGHT. 4444 J�+ SF'',:�'�•;� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (b) BOTTOM SLATOB MUST BE ALWAYS INSTALLED. * ; _ . 4167 01017 LLTECO INC. Nautilus awaLMl�aT: CASE 2;. SHUTTER HEIGHT LARGER THAN I V-0'APPLICABLE TO INSTALLATION WIG STORM BAR AND W/ ` T,* MULLIONS W/HEIGHTS LARGER THAN IV-O'. p.. RoH1LegShMM4erSgsbm 08/24/17(o) CURTAIN SHALL START W/i1 SLATS AT TOP,FOLLOWED BY 62, a3, ....THEREAFTER ALL THE WAY ^ EXPERT SHUTTER SERVICES INC. w>< DOWN. EACH SLAT d SHALL CONSIST OF FIVE (5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR �� • �RR TIwT TEmNo ENGINEERING COMPANY ADDING SLATS DOWNWARD BELOW BI SLAT SHALL BE CONTINUE UNTIL g10 SLAT IS INSTALLED.AFTER �''• �1 '�I'••'W' °i>'i"AQ°" n ula 1626 S.W.BiLTNORE STREET 17-244 ,(✓' �•.GS •' TT pyo••,.(am)e7t-t9W.ro.,GtaT 71-t91 PORT Sr.LUM FL 34984 Q10 SLIT t5 INSTALLED,ADDITIONAL 810 SU75 FAUST BE USED TO COMPLETE THE TOTAL.SHUTTER S NAL`, ,ITTL •m•EB- �e T0006710 sora In i 749- ,�^,n 371-CM HEIGHT, WALTER ti TOUT N,P.E. (b)BOTTOM SLAY 08 MUST BE ALWAYS INSTALLED. P.E. S ICNATURE/DATE FLORIDA Lk./44167 t m..-m, sNltT b O!'2a 5/l6b TAPCONS kL W/ POURED I-5/16'0.TAPCGNS XL W/_2 1/4'Min. 1'x1'xl/8'OR 2.4 /8' 1/4'az3/4'RW BUILDEX TEN SCREWS 2 1/4'Min, EIABEOMEM CONCRETE EMBEDMENT R 1O.G.x0.060'CALV, ALUMINUM TUBE W/ i'O.D.x0.060'GALVANIZED STEEL k 1b.Q,x0.060'CALV. %', REQ'0 EL WASHER O 24'o.e: 5/16.0 TAPCONS�XL W / WASHER O 24'o.c. STEEL WASHER O 24'o.c. 2 1/4'Min.EMBEDMENT O 24'c.c. O iI I� 1" POURED CONCRETE i POURED CONCRETE �� OR GROUT FILLED r OR GROUT FILLED CONCRETE BLOCK CONCRETE BLOCK �� WALL REQUIRED. WAIL REQUIRED. O EDGE OFJJ a ----'- ' EDGE OF i� OPENING --•-- IN i - M OPENING M i E' 1 EXISTING CLASSN - O EXISRN� r II (BEYOND) .1 (BEYOND) (BEy�pD) tl I SEE ANCHOR % _,�, ,/ _ SCHEOULEESO ON tl C+ SCHEDULES ON 41 SEE ANCHOR It F x SHEETS 16, 17 1 I N SHEETS 16, 17 C�Z SCHEDULES ON dt 1H 7 A 0 SHEETS 16, 17 ! z Min. SEPARATION 1 _ Min.SEPARATION It 2y Min.SEPARATION II t TO CLASS mm TO GLASS 47 TO GLASS t I! E717MR (SEE SCHEDULES i� �R '-- (SEE SCHEDULES, „ EXTERIOR (SEE SCHEDULES, ON SHEET 15 ON SHEET 15) ; Oil SHEET 15) a 3 j OR E3 t Ij 0/a 0/a 0/e o/s 0/8 t; , o/s POURED CONCRETE ' .� POURED CONCRETE" t OR GROUT FILLED POURED CONCRETE OR GROUT FILLED I CONCRETE BLOCK ' OR GROUT FILLED— WALL BLOCK WALL REQUIRED :� / WALL REQUIRED. 11 CONCRETE BLOCK I WALL REQUIRED. u EDGE OF " EDGE 0 ° 3in , OPENIN OPE h ; - a -- - - t 2 1%16 2 1/16' %r MIN, E.D FAIN. E,D 1 1- t 1/2•x1 I/2 -xCOM.ALUM. -I; 2'xb'x0.062'xCOiTL ANGLE 1V/,5/18'0 TAPCONS XL W/ UM.ANGLE 5/16'0 TAPCOtJS XL W/ E ED CONCRETE 5/i6b TAP -� 2 1/4'Min. EMBEOJA 7 2 1/4'Min. EMBEDMEM O 24'o.c. (1'c43,r '.)REQ'D. 2 1/4' m.EMBEDMENT ®24'o:c. WALL MOUNTING FLOOR/CEILING f TRAPPED MOUNTING BUILD-OUT MOUNTING 4 A, '•,r✓ FLOMDA BUILDING CODE(Non High Velocity Hurricane Zane) INSTALLATION DETAILS ON EXISTING POURED =<J s o2at7Ta,EEaa" Nautilus T�" 44167 CONCRETE OR GROUT FILLED CELL CONCRETE *' -- xeu�,lysb�aers�eenT ab E�►OINC. oATE BLOCK BUILDINGS '° ' EXPERT SHUTTER SERVICES INC. ' F �� TILLIT TESTING a ENOINECRINO COUPANY 4'L/ \ axz K%xm.-u,u.,Tei,wraxa rxmoa,n,uree 1626 S.W.tUCF_I E STREET 7-•1•j,4. _.0�•. O�Rie \\ ,f7 6.tS•e.rr r(tce7n'rr-,ltr PORT sr.LUCIEr Ft,34964 \ e-moi:L11aca0aol.com a1GM11a Ib SCALE: 3/16' - I' Z�e`l\•'••••••• '•'- to ED 0009710 I.M.(rm)xbu-aose,rex, m)eTt-oosb WALTER A Jr.P.E. �".r manor rrt nr.r marox. ma TLORtD✓1 Lich 441b7 r w Tran • SNTLT a Of 26 /DATE x OMNI)WOOD EXISTING WOOD [6/1111 TAPCONS In.W/ 5/18s,TAPCONS%L W! TRUSSES OR RAFTER. TRUSSES OR WFTER 2 t/r urn.PENErrunQN z 1/z•Mn.PENE7RAlION 7!4•oxs/4•rrw DUR.ocx 1/4'oxs/4'11w BUILDS% & +'0.0.x0.060"GALV. 8 1'0.0.x0.060"GALV. 1'x1"xl/6'DR INV. OR OR 7EK SCREWS W/ 2•x2'xl/8' TEK SCREWS W/ F10S11NG OR R EXISTING WOOD 1'OA.W.,SHE'0 24"9ax. STEEL WASHER a11.VARDIED BUSSES OR RARER, STEEL WASHER,O 24'o.ta TRUSSES OR RAFTER STEEL WASHER O 2P o.c. AtUIINUY TUBE AWIINUI TUBE STEEL WISHER O 24'e.c. STEEL WASHER O 24'o.e 5/16"o iAPCONS%L 5/f6'o TAPC/OHS 1(L �4 / N PEDON MIn. /PENENNRGH O 24'ox. O 24'o:c. , (22' OR (2)2W OR 2: a4'8CONT. ' 2'x6'CONI (2)2'x4'OR WD O7 HEADER WOOD NEMER 2'a8'CONE 2'x6'CONT. REWIRED REQUIRED WOOD HEADERWOOD HEADER REWIRED � REQUIRED I' EDGE 0 I EDGEI !• EDGE 1 M EDGE OPENING 1 M 6ioPENNIa. M OPENINGt p OPElONa ' I M c DOSTIN6. D CLASSNG 1 �{ EXISTING li DOEFOOR 01/55 O Emm Yeer$ND). I EARRIDR (BETONO) ( (BEVONO) 1 (BEYCNO) A S()) I � � �' ggg�yyl �oR 3 � A � r� ®aR 3 1 A 121 216'OR SEPARATION = EMMOR (2)2'x4'OR {, 1: SEPARASUON Ulm (2)2'a4'OR { SEPARATION. CCCC TO GLASS 2'x6 CONT. 2.6'CONT, TO.CLASS OM.WOOD. TOOESS WOOD STUD SND O 76' (Sm Soam ON I A WOOD SND (ME'O®JtL ON t ;(Sm so OR 3 O.C.AUX. 1 SeEfl'-20) 3 MAX.REQUIRED ' SIN� 3 HAIL REQUIRED REQUIRED. S EUISHHEEET EE ANCHORS SEPARATION (SEE SKEET 20) (SEE SHEET 20) ( SCHEDULE To CUSS c 20) I SHEET 21 4 (m ON SIM / 1' / ' 0/8 I 0/8 0 8 0 8 1I" - tuvsl 2 2'x4'OR J £E ANCHORS I SEE ANCHORS RS ; + ((2)J SCHEDULE I L' EDGE COM,WOOD 1 ON SHEET 21 EDGE OPS ( ON SHEET 21 1D OPENING 8 STUD 0 Is-LUXI, OPENING 1 ;' B REQUIRED. I p - ( ANCHORS E T 1/2'x1 1/250062' (SEE SHEET I E. 2'x450062'xCONT. ttDUIE aCONT,ALUM.ANGLE 20) 7 _ _ E. KUu.ANGLE 11 t. HEET 21 5/76'.TAPCONS XL 5/16'4 TAPCONS XL I , w�z 7/2'urn. 0/8 I 0/8 w/2 7/2'Ile. P IETRA 11 I 7; PW&ETBARON 0/8 IB '--WALL MASH O 24'o.e.2'x4'OR 2'a' N4S1 I-WALLO 24'9,0. 2'x4'OR 2•x• I Tr m 2'x4'OR 2' ' 2'x4'OR 2IEXISTING WOOD OO CONE WOOD E7aSfING W000 COM.WOOD CONT.WOOD I, EIOSTiNG WOOD CONT. PLA DECK OR BOTTOM PUT£ DECK..OR BOTTOM PLATE FISTING WOOD SOT7ON PLATE DECK OR BOTI011 PULE CONCRETE SLAB REQUIRED CONCRETE.SLAB REQUIRED DECK OR REQUIRED (� DNC".SLABREQUIRED REC FRED, (SEE SHEET 20) _ REQUIRED. (SEE SHEET 30) B CONCRETE SUB (SEE SHEET 2Q) z REOUOlEO, (5£E SHEET 2D) REpUR E0. �. EDGe t =VWALLMOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING -ECTIONS Y-Y INSTALLATION DETAILS ON E?X`IISRIii.G.-f�WOOD BUILDINGS NiT.,�. .xtt •••vG�s(C��%� FLORIDA BUILDING CODE (Non High Velocity Hurticone Zono) *s NO.44167 :s a201 TR,ECO RC. Nautilus °r�" RomingShoNersystem 06/24/17 GCC EXPERT SHUTTER SERVICES INC. -- •• �4,` 71LLIT TL'SIINa Q ENGINEERING COMPANY 6 1 aiv x•.Scr sl..nw�.vnm..cWmns,n sate 7626 S.W.BILTIORE STREET 17-244 ]4984 ,E F"°^'t(ia)e'n-Iiw.T°'1 I fxn7eTrtml PORT St.LUCIE.TL. S 6 ( e-maL LTleceoocl.com MIG He �.. AL E� III CB-0006779 AIO S (SOOT 749 9050.IA7h 071-0700 DFA /MLI WALTER A lugJr.P.E 'x r °ffe�r' e"r 'e�• e�rd °i° P.E. $SAL E/DATE FLOF00A Uo.�44767 ao r>-^t sxm 7 a29 x x a E.D. POURED CONCRETE O OR GROUT FR.-E1 F ( OR OOR J P00RE0 ED. POUREDDR E.D. POURED CONCRETE BLOCK (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE.SCHED1I ON CONCRETE OR I OR J CONCRETE OR CROUT FlLLEO SHEETS 17 k 18 GROUT FILLED K GROUT FILLED— SHEETS 17&18) SHEETS 17 k 18) CONCRETE BLOCK ) CONCRETE BLOCK (SEE SCHEDULES ON CONCRETE SHEETS 17 t 16) BLOCK A 2.7 • H * \ \ s e 4•G.e. Oq OOR E1 4548• 3 4s2' A ©oJR 2•D 1' AA ^OR 1 8•SUP , 1/P D. 0 4'O.c: 1/2'. 1/4' {U' 0OR T/B'SLIP OR 1/8'SUP \J SECTION W4 STORM GARS FLUSH MOUNT_(WALLITRAPPED MOUNT BUILD—OUT_MOUNTUT MOUNT suu:3/+e'.r 0 S 0-0INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRE SCAM 1/4'.1' G G oR G G °R© ©DRG �1 F F 2.7 0' H A _ 0 4'O.C. �f H A H * H H H o t•o o E A o 4-o.c. 0 4-ox. A +/z', 1/Fv 0$ac. OR 1/8' 0 4'as A 1 SECTION Q'-0'(PL D AN) 1/2.1/4• 1/2�.,—/.• , :® va-.1/<* ,/2.,/4• ,/2.;/.- ORIENTATION1 OR 1/8'SUP OR 1/8'SUP D OR 1/B'SUP OR i/B-SUP O D 1 OR.1/8'SLIP OR 1/8'SUP WALL MOUNT END IWON O SECTION Q—Q (PIAN) SECTION R—R (PLAN) SECTION R'—R' {PLANT H IOR ORIENTATION 1 ORIENTATION #2 ORIENTATIONS #1 & ORIENTATION J2 A 0 4•o.c. A WALL MOUNT END ULLION WALL MOUNT END MULUON WALT. MOUNT INTERIOR MJLLI ON TRAPPED MOUNT INTERMUWON — INSTALLATION DETAILS INTO MULLIONS G G1 G2 SCAM 1/4•r 1' 1/2,1/4' T/2`. We D (2OR 1/8'SUP OR 1/8•SUP D � 2'x4" OR I 2 x6- STUD (2) 2-x4" ORI (SEE SHEET,20) (SEE SCHEDULE * ALTERNATIO VELY TO H A C' 2'K6-'STUDS DN SHEET 21) FAIN. 1/2" 1/4"0-20x3/4" S.S. M.S. (SEE SHEET 20) \.Z (SEE SCHEDULE ON SHEET 21) PLYV1000 W/ NUT MAY BE USED SECTION Q'-0' {PLAN) WN. 1/2' FOR THIS CONNECTION ORIENTATION #2 PLYWnoO WALL MOUNT END do INTERIOR MULLION ©oR .3 1:760• x450• 2.OR I. A.r�i�;• D ........... /2T 1/4' �� •y ; FLORIDA BUILDING CODE (Non Aigh Volocfly Burttrona Zone) OR 1/0'SLP 0 4'ox- 1/2',1/4' O D a4 1/e'wP -4418? ` cion TaTECO ma • muvm m FLUSH MOUNT (WALL) BUILD—OUT MOUNT 0 T4 _ dutllilS Ro7TIngShnNerSge[em W/24/17 •• . IL E C O�Nc, EXPERT SHUTTER SERVICES ,INC. 0AT' SECTIONS 0'-0' (PLAN\1 •'• , ry 1 t(� 41 TILLIT TE571N6 a,ENGINEERING COMPAIiY t�(+ • wvnr:.�eu¢ern_.n urea 1626 S.W.01011ORE STREET 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS '.S��NgL�C °PEO 000719LC pJ1 1A1 1+rore 74PORT 9-9`056 T�34984 4 844190 �„ H° SCALE 1/4'.'1• W1L1M A.TRlif Jr.P.E. '�'"• �e uv P.E WA'/ ONATURE/DATE FLORM Lk•R 44167 m r►a r SK[[T 8 OF26 1/2' Min. E.D 3" 1/2"Min. ED ' FOR 3/8.0 CALK-IN ANCHORS (4 3/8'0 CALK-IN ANCHORS OR 3' Min. E.D. 3' Min. E.D.--+--FOR 1/4-0 SOLID-SET ANCHORS (4) 1/4'0 SOLID-SET ANCHORS OR Min. E.D. 'Min, E.D.---I--FOR 7 6.0 KMK BOLT TZ EXPANSION ANCHORS (4 3/8.0 KYAK BOLT TL EXPANSION ANCHORS OR (4)1 ANCHORS" PER / (4; 5116"9 TAPCON XL ANCHORS 1. 3. 1. STORM BAR CONNECTION.. 1/8'Min. E.D 1/8"Min. E.D FOR 5/16.0 TAPCON XL ANCHORS SEE TABLE 2 ON SHEET 23 5/18'0 TAPCONS XL IV/ (Typ.TOP & 0 N SHE EDGE OF SLAB EDGE OF SLAB 2 1/4")Ain, EMBEDMENT IF APPLICABLE-1 IFF APPLICABLE k 1'0.0.4.060'CALV. 1• STEEL WASHER 0 24'o.c. I( EM*R 4' Min. 2. 2'x2"z1/8'20'-5'(6063-76 ALLOY) POURED CONC a 2- 0 0 POURED CONCRETE ALUMINUM ANGLE EA SIDE W/ (1'c-3 Kai)5'min. jj (T'c-3 Nei) 5"min: 2" 0 0 (2) 1/4'0-14x3/4°ITW$UILOEX TEK THICK REQUIRED p 5/16.0 TAPCONS XL THICK REQUIRED SCREWS TO STO 14 BAR K EM 2 1/4'Min. // jj I I EMBEDMENT& 5' (Typ, TOP ac BOTTOM) it 1O.D.x0.060',GALV, /////All STEEL WASHER O 11 2' p 0 SECTION S-S ii I I 24'o.c. G BOX Ii I i 11 ' MAC1W'E SCREW FULLY ( n I ( 1 Euemnm We ANuIOR 11 K ° I I AICRGR 1"Min, FOR BOX 'I I WIND ZONE 1-3 t I t I I DETAIL A I 1 G II I I I i7 i I >Ic 1/4'0-20 OR 3/8'0-15 MACHINE.SCREWS USED JOINTLY W/ 2• Mn. FOR p t SEE STEP 3 ON SHEET 14 FOR SPECIAL 1/4.0 x 3/4'SOLID-SET OR.3/8'0 x 1 1/4'CALK-IN ANCHORS N WIND 4ZONE+ i TREATMENT FOR WIND ZONES 1 THRU 3 -.� 1•Min. FOR it ' RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TWE e I N IYI1- 3fNE-� I i D(1ERiDR STORM BARS ARE REMOVED. (SEE DET.A). InI� SEPARATION TO o (2)ANCHORSO PER z GLASS G STORM BAH CONNECTION. o A N 2' Min. FOR G I I Q p(SEE SCHEDULES ONI WIND ZONE-•3 SEE TABLE 3 ON SHEET 23 19 It SHEETS 15 & 16) I �,g, 4 BEYOND [(Typ. TOP & BOTTOM) I (2)318'0 CALK-IN ANCHORS OR g= jt I I DRE1tIDR 11 - Min. (2)1/4'0 SOLID-SET ANCHORS OR / In K I' I N SEPAAGLA9S TO I - (2)'3/8.0 KWIK BOLT TZ EXPANSION 1'I 4` (SEE SCHEDULES ONI A ANCHORS OR 11 1" I BEYOND EXISTING—.Ij SHEETS15 & 16) I (2)5/18'0 TAPCON XL ANCHORS i' K E)(iER(DR e I I GLASS fl I I 2. 27x2'x1/8'x0'-5'(6063-T6 ALLOY) EXISTING—`I G ® 2. 0 ALUMINUM ANGLE EA. SIDE W/ GLASS p I I S1 S1 (2) 1/4.0-1423/4'ITIN�ULOEX TETE n n I SCREWS TO STORM BAR tl I I (TYP.TOP/BOTfOM)It I I (TIP.TOP/801TOM) 5 (Typ.TOP & BOTTOM) ® " I ® u o o SECTION S1-S1 (TIP.TOP/WT1OM)ii (Tv.TOP/GoMM) r POURED CONCRETE /MIN. E.D E,O. 1 1/2'x1,1/2'x0.062'xCONT.ALUM. II 0 Q (Yc-3 kso 5'min. ANGLE W/5/16'0 TAPCONS XL W/ THICK REQUIRED 5/16.0 TAPCONS XL WJ T 2 ,/.,-Min.EMBEDMENT O 24'o.c. 2 1/4'Min. EMBEDyWl0� O 24'o.c. 111¢1 GQ�� EDGE OF I LAS POU REDO C�� I EDGE OF SLAS/ WALL MOU IF APPLICABLE s•xu1.TWC1T REOD IF APPLICABLE �A ••rC�s••'':� 1 I 9 . FLORIDA BUILDING CODE(Non TOgb Velocity Hurricane Zane) L--4 112' Min. E.D 1/2"Min. E.O.- L+ FOR 318'0 CALK-111 ANCHORS ` y 02017 nLTECO INC. �m U• l 3'Min. ED. 3'Min. E.D. --L-FOR 1/4'0 SOLID-SET ANCHORS Nautilus Min.E.D. Min. E.D-�—FOR 318.0 KW BOLT TZ EXPANS IN ANCHORS �-p;(�' *� "" RoUlr{gShnHerSyslem 08/2e/17 1/8" Min. ED 3' 1/8'Min. E.D.--}--FOR 5/16'TAPCON XL ANCHORS DAR TILLIT TUESeTINa A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. y`i0 '�•. r✓ 11 u:s Npe.I[sos]o7i:195."iuWfORMNL w t.,33,1a 1628 S,W,OILTMORE STREET 17-2,14. FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR n ••S/ 6� 1t1 a-x W:wlcwoocLoom Rmn1-FORT)749-'=e'FAX.FL imh„ aAwa N. SECTIONS V 1 •' NA L EN 11 >n�1 ii16i �� o 01. v1 m� slue a or�s SCALE:.3116'a 1' P.E.. /S� TURE/DATE x` 4 Min. ED, ' Min. E.D. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION 1 1/2' 3' 1 1/2• ANCHO S 0 END AND INTERIOR MULLIONS ©&®(ORIENT TION #'1) AND END MULLION Ot {ORIENTATION �2) �} 3' .!. 3- FOR (2) 3/4.0 KWIK BOLT TZ Q(_PANSION G '-C,J- Min. E.D, "Min. E.D. —ANCHORS 0 INTERIOR MULLION LuGf (ORIENTATION $2), G, EDGE OF 51A6 1"T T-i EDGE OF SLAB EXTERIOR 3'x3'x1/2'x0'-B' 4LIMIR IF APPUCAI3LE•1 \I I ! 1 I I 1 IF APr PLICABLE 6' (6061-T6 ALLOY) , Alum.ANGLE EA. SIOE W/ ( \ 3'x3"x1/2"x0'-4' (2) 3/4'0 T U BOLTS 7 (6061-T6 ALLOY)Alum. TO MUWON & 4/2' POURED CONCRETE I, ANGLE EA. SIDE W/ (2) (1) 3/4.0 KWIK BOLT TZ (1'e . 3'ksl Min.) 11 3" 3/4-0 THRU BOLTS TO1 1/2' EXPANSION ANCHOR 1 I/2' B' Mtn.THICK REWD. Ij MULUON GG & (1) 3/4.0 W/ 6' Min. EMBEDMENT 11KWIK BOLT TZ EXPANSION 1 l/2' TO POURED CONCRETE 3" 3• It I E . E0. I ANCHOR W/ 6'MITI, (Typ. TOP& BOTTOM) EMBEDMENT TO POURED 6 CONCRETE (Typ.76P& 4' BOTTOM) EXISTING—�� I I cuss SECTION X1 X1 W/(G) * ALTERNATIVE SECTION X1-X1 W/(G�* -'11 Min. (END & INTERIOR MULLIONDINTERIOR OR (W/ ORIENTATION 1ORIENTATIONF 11 ry I (6"X4") (4"x6") r I 3'x3'x1/2'xD'-4` 2.� 1 1. , 5, 1 t/2" 5- 1 1/2' (6061-T6ALLOY) I 1 y! I" ' �QR Alum. ANGLE EA. SIDE Y7/ W it t I (2) 3/4'0 TH�U BOLTS Q 3- 3• -© 3' x 79 MULLION G & 4Z EXPANSION KMK BOLT TZ G1 G1 a o v EXPANSION ANCHOR H Q/$ Or Q/$ Or W/ 6'Min. EMBEDMENT TO I I POURED CONCRETE(Typ. 4' EXTERIOR I I 4' 0(IETilOR gg R/8 or r R/8 or TOP &.BOTTOM) } I �S N R'/8 I R'/8 6" EXTERIOR Z Lvi 0 I i G 1 I +/z' 1 1/2• L 1 11 4• 4• 6' X1 i 1 1/2' 3'x3'x1/2'x0'-B' (6061-76 ALLOY) 3'x3'xl/2'x0'-B' (6061-T6 ALLOY) (W.TOP/11011101J)! j (IYP.TOP/BOTIOU) Alum.ANGLE E0.S1DE W/ 2) 3/4'0 Alum.ANGLE EA 510E W/ 2)3/4'0 E0. E9. 11/2' THRU BOLTS TO MUWON IGi9& (7) THRU BOLTS TO MUWON & (2) �I ' 3/4"0 KWIK BOLT TZ EXPANSION 3/4'0 KWIK BOLT TZ EXPANSION 2' 2' ANCHOR W/ 6' Min, EMBEDMENT TO ANCHOR POURED W/6' Tin EMBTDDMPE&TO li 1' 3• SECTION X1-X1 W/ * B�OM).CONCRETE(Typ.TOP & BOTTOM) POURED CONCRETE END MULLION ONLY) (INTERIOR MULLION ONLY) (Pc ®3 list Min.) (END & INTERIOR MULLIONS / I I 8'Mfn.THICK REO'O. # EDGE OF SLAB (WI ORIENTATION 1 1) ALTERNATIVES SECTION X1-X1 W/ EDGE OF SLAB L I I 1 !1 L.1 �� (8"X4") IF APPLICABLE IF APPLICABLE (W/ ORIENTATION # 2) FOR (2)3/4'0 KWIK BOLT TZ E PANSION (4"X8") Min. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION p ��'�',L•�•�� (ORIENTATION g2). ,!�' AaL,I -AND-BOX NOT SHOWN FOR CLARITY Min. E.D. 'Min. E.D. OR (1) 3/4.0 KWIK BOLT TZ EXPANSION ,,1 FLORIDA BUILDING CODE(Non High Velocity Hurttcene Zone) ANCHORS O END AND INTERIOR MULLIONS �•' ©&® (ORI ATION fJt & �2)AND ♦ 0201711L1ECG IND. • DRAWN BY. END MULLION''(ORIENTATION �2) 1}i• �..Q4r� Nautilus FLOOR TO COLING ITRAPPED MOUNTING:MULLIONS Q OR�' -Et, RollingShnttorSyatom oe/xyn SECTIONS W-1 A I�.. E�.-m DATE Awa S• y: : TICCIT TESTING Q EN61NEERING EOMPAN4 EXPERT SHUTTER SERVICES INC. � ss>,aow..Sxn)Miis30 w=1=831-153' 101 PORT S.W.UCLA FL 34981 17-244 `-�:P•' RI� ..•• Al",ti a-rtwN lat«aooa.com END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION s/o•• •••' �� t,1 W_e�b719 P» laa 7,a_ e..,x mI aT1-auoa N0 u�� WALTER A TAUT,Ir.P.E. �'•"' �1p' r8 •'�• �'� SCALE: 1/6' - 1' P. j AY>r""/DATE FLOP44 uc.If 44167 m IM, .�" snCn 10 oTza 6 Min. E.D. Min. E.D. (4)ANCHORS 3-x3-xi/2'x0'-4" 2" [—(SEE SCHEDULE 81 (SEE SCHEDULE �t� (SEE SCHEDULE 01) (6061-T6 ALLOY) OSEE WOOMUM&INTERIOR)&Q(END&INTERIOR)TRAPPED MOUNTED MULLIONS OF SLAB EDGE OF SLAB J' Alum. ANGLE FA I SPAN COVERED 8Y SCHEDULE 1b FOR INSTALLATION CASES 1,la&4 ON 51R}T IF APPLICABLEI !IF APr PLICABLE THEE w3 (2) 1/2.0 0 J' ps. V ` THERE) DOLTS (tD/tTEp LOAD,MUWON SPACING AND SPAN INSTALLATION): El TO MULLIONIISTAl1JUl0'1091 -RESIDEWIA AID COUMERCUL APPLICATIONS Wilm:LWB 4EX MOR pat.W07MUM A.S.D,DESIGN PRESSURE RILONG;9 3' 12'-0'MAXRUM MULU@A SPAONG. POURED CONCRETE 3"x3'xl/4"x0'-8" SEE SCHEDULES#1 &(t2 FOR ADDITIONAL SPECS. O (t'e-3 list Min.), (6061-T6 ALLOY ii SEE SCHEDULE®1. Aum. ANGLE EA, SIDE 1 1/2' G 1 B' � IATALAIO!1 CASE h-RESIDENTIAL AND COMIIERCOL APPLICATION W/isaa"L. W/ (2) 1/2"0 THRU ® —O MAIDMUM A.S.O.OESIGN PRESSURE RAMC,6'-0' u DOLTS TO MULLION© 1 1 ' N /2MOIIUM MULUON SPACING. t1 6' SEE SCHEDULES#1 &/2 FOR ADDRLGNAL SPECS. EXISTING--'1i * ItSTILAIQI DISE D-COMMERCIAL APPLICATION fOR't1O0A p.a3.MA>QMUM AS.O GLASS ;; 1" ALTERNATIVE SECTION X1-X1 W/n 1.1/2• DESIGN PRESSURE RATING,W-G'MIMMUM MULLION o Min. ( GOR Gt (4"x8° INTERIOR MULLION ONLY W/ ORIENTATION # 2) SPACING.TEE SCHEDULES�1&�2 FOR ADDITIONAL 1 1/2' SPECS. (2)RTCHORS q 3"x3'x1/4'x0'-B• 11-6 1' (SEE SCHEDULE/2) 2• 2' II (6061-T6 ALLOY) I ALTERNATIVE SECTION X1-X1 W/ CGR y, it Alum.ANGLE EA.SIDE SO i i BOLTS)TC MULLION U® 3" 4'X8' INTERIOR AND END MULLION W ORIENTATION 1 4' SCHEDULE #1 Vk 8 0/8 or 11 A, Q/8 or I I E)MOR MINSLAB MLN.EDGE oy R/8 or U R/8 Or S4)PNCHORS I I INSTCASESALLATION THICKNESS ANCHOR TYPE t SIZE(TVP.TOP&BOTTOM) MEMBEDII.R DISTANCE MR . ANCHOR Rr/8 li I R'/8 `TEE SCHEDULE j11) 1 1/2• 3/8.4 NLn INC HUS-H SCREW&3/8••POWER FASTENER Wim%°E-BO�TIONCi R FOR©&®(INTIUDDR)MULLIONS 2 1/2• s 1/2' 8" �# 1 4- 1/2-0 NLTI INC HUS-H SCR�t& 1/2-0 POWER FASTENER ® i ® ALTERNATIVE SECTION X1-X1 W/(V L WEDGE-BOLT ANCHOR FOR CD(END&INTERIOR)MULLION 3' 6• It W/ORIENTATION#1. it —X1 (4'x8" INTERIOR MULLION ONLY W/ ORIENTATION 2) I/r•HLTI INC 1GWK BOLT 2)ONLY FORA&®07fEtlGR (TYP.TCP�TTOM)I MUw0NS w/OPoEHTATION 02)&®(END MULLION W/ 2 VZ• s 1/2• tl � f (IVP.TOP/BOROM) ORIENTATION/1). 11 I J-x3'x1/4'x0'-8' a' 1/2.0 HILTI INC HUS-IN SCR & a POWER FASTENER it (6061-T6 ALLOY)Aum. WEDGE-DOLT ANCHOR FOR(�Cv?+& (END OR INIERK)R 3• g• !I it dib3. ANGLE EA.SIDE W/ 2 1• -MULLION)W/ORIENTATIONS I OR 2. N 1• UWON 1 DOLTS TO 4E ------ Tf2•a'ISLTI INC KWxt BOLT TZ ONL fOR C&Q INtEWOR MUw01N5 W/ORTHTATION/2)& (END MUl1.lON W/ 3 1/4- 7 1/2' ORIENTATION N1). I�EDCE OF SLAB (�) 6"8"EX(ERIDR II g' t/2"WEDGE-SOLT ANCHOR SEE a NOTE LTI[NO HUS-H SCREW OR 0•SCHEDU FASTENER 3, g. EDGE OF SLAB I IIF APPLICABLE SHEET 25,VAUD FOR END&INTERIOR uUWONSi & Mtn. E.D. Min. DU W/ORIENTATIONS 01 OR 12, IF APPIJCABLE (SfE SCHEDULE �1) (SEE SCHEDULE �1)�l ( SCHEDULE #2 4) ANCHORS POURED CONCRETE SEE SCHEDULE�l) 1• (L'e m 3 kE3 Min,), , SEE SCHEDULE#1• 1 1/2"� 4" 3' INSTALLATION THICKNS SS ANCHOR TYPE&SRE(TVPCASES .TOP&BOTTOM) MI N.ANCHODMENT D ALTERNATIVE SECTION X1-X1 W/. * RED D' ,,r =+s., S/B'0 L8Lt1 INC HUSH SCREW&S/8'0 POWER FASTENER FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS.(GOR(n L.L•$ 4• WEDGE-SOLT ANCHOR. 2 1/2' 7 1/2• SECTIONS W-1 (4"x8" INTERIOR AND END MUWONONLY,1 8,• j?`]) FLORIDA BUILDING CODE(Non 131gh Velocity$urricone Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* � No 44.167 ' = 0 2017 m1Et� NC T1 Bt ,Nautilus L� APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS * R01llagSh°"ersyatem 011/24/17 1L ECO'INC. EXPERT SHUTTER SERVICES INC. wTE SCALE: 1/8' 1• •':p \. Q•\\ TIwT TESTING&ENGIHELRINOCOMPANY = 0�.F'�' •� \ asss NY. c. s1 a,xn wuw eA�a M1]],Y POR S.W.BN.TMDRB STREET 17-244 POR ,•'Q ''•� \\ rpw v(y!}r11—tSfo.ra q twsler,-w1 I ST.WDIf:FL 34984 SIDE RAIL @AND BOX NOT = js GL1\Y '-®t0'DO0.01718— MOM(600)T4°-11M•FM(772)e71-0"0 D1AWM H. WALTER A.1N.UT Jr.P.E. ■Y,i mptl[p — tM. Om.01 Vx SHOWN FOR CLARITY P j /DATE FLORIDA tJo./44167 ax1-1 . sxm 10A Of 26 r r EDGE IF APPLICABLE 2'xMULUON DEPTHxl/8"Cont. ALUM.TUBE (TOP & BOTTOM) W/ 1/4'ox3/4'ITW BUILDEX 1EK SCREWS 7 S/4• 5/16"o TAPCONS%l W/ 2 1/4• w/ 1.O.D.x0:060-GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT® 24" ax. WASHER 0 24'o.c. Mlln. ED 1• 1 EDGE IF APPLICABLE� I t 7 3/4' E.D. 4' EDGE IF APPLICABLE CONRNUOUS POURt� I 2• 2" — 7" CONCRETE Via•3 Id W.) 10'I 7 3/4"!A n. E.O. 2' 6"Min,THICK REQ-D. % ( 2" 2' END CAP 2- POURED CONCRETE L— w 7 3/q• I (1'c - 3 kei Min.} EXTF1aQR POURED CONCRETE Min. E.D. ED. E0. I 8" Min. THICK REO'D. (t'e = 3 ksi Min.) a'IX(ER10R q• I 8" Mtn. THICK REQ'D. D)(TEM N GOR G1 n- I ( " GOR G� 2" 4- 2 GOR© N V1 2" 7 3/4' Min. E. . 2" �I+I Q/8 Or A I Q/8 Or 7 3/4' Min. E. . .1 C4"x4x3/8' w R/8 Or it I I R/8 Or I —— 1r4-xV-x3�/8-(6061-T6 ALLOY) (6061-T6 ALLOY) 23; - T GLE EA. SIDE. EDGE IF APPLICABLE) Alum,ANGLE EA.SIDE. id o R-/8 I R/8 EDGE IF APPLICABLE J z IX,SRNC u MT^• i I p- (WALL MOUNTED SHOWN (GO MAY BE . - (G�* ALTERNATIVE SECTION X2-X2 W/ OR 9 �# 2 GLASS ALSO INSTALLED TRAPPED MOUNTED OR SECTION X2X2 Wl n �x n i I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) 38 � 1/16„\ I Al ORIENTATION pp1) W ORIENTATION Min. ED t t t/2'x1 1/2"x0.062"xCONT. ALUM. (6"x4" or 8"x4") 4"x6" or 4"x8") 7 3/4• ANGLE W/ 1/4'00/4" ITW BUILDEX MIN. E.D. \ TEK SCREWS ® 24" o.c. TO TUBE. I 1 1/2' -- SIDE RAIL Q NOT SHOWN FOR CLARITY 7• CONTINUOUS POURED CONCRETE(Ie=3 WW4 I 7• 10• 8" Min.THICK REO'D. 1 (I'm TOP/60TM 1 1/2' 1 1/2• (nP.TOP/00TIOT) 7 3/4' 4•x4%3/8'xO'-1O"(6061-T6 ALLOY)Alum. ANGLE �,�:.( A.71(Vr•. MIN. E.D. EO--E0 EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION � \ & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR �,� .• CJui1s•'"'•• - FLORIDA BUILDING CODE(Non High Velocity 13urricono Zone) \ W/5' Min. EMBEDMENT TO POURED CONCRETE �. L 02017 TILTECo M. • +or EDGE IF APPLICABLE WALL. (TYP.TOP &BOTTOM). j N0.44167 "i Nautilus t•� * 7k / WALL MOUNTING:MULLIONS n OR(5 .p"t= �� . E C O INc. RoltingS6nHerSyatem m/217 POURED CONCRETE WALL EXPERT SHUTTER SERVICES INC. w44/ �'�,� \ TIWT TCSTINC a ENGINEERING COMPANY 17-244 SECTION W-2 =��'' .'�KW;.+� �� "u'i t, ,xi:,,m r'w'`�i''txor'p46',s�f,y1°x t6x6 S.W.. UM,FE STREET4 END&INTERIOR WALL MOUNTED MULLION INSTALLATION =F sip ��6`rl� e-mwca Ul,�ac6600a.rom NOM °�;, .®"° 'Tx 3f je67,-cavo N. WALTER A.17067 dr.P.E. �'•' "R �O' "n SCALE; 1/8' 1" P.E'�4ldf/540tt� E/DATE no,oM Lia i a4te7 vn . sH[IY 11 U26 1/4'0x3/4'ITW BUiLDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2"xMUWON OEPTHxt/8"Cont. W/ 1"O.D,x0.060'CALVANQEO STEEL ALUM.TUBE (TOP & 80TTOM) W/ WASHER O 24'o.c. — 4' 2 1/2\ 5/16'0 TAPCONS XL W/2 1/4' EDGE IF APPLICABLE;4L 7 1/2'Min. ED. 2" 7 1/2^ Min. E.0 \ Min. EMBEDMENT®24'a.c. 2' MIN. F.D. t' 7 1/2'Min, E.D. 2' 1 2' POURED CONCRETE I } POURED CONCRETE (Yc 3 ksi Min.) (f'c = 3 kul Min) 4.EXTERIOR REO 0. THICKNESSF4'x4*xiX41 OR I 6' Min. THICKNESS REO'D. j ?' 2' CONRNUOUS POURED IEO. £0. 1— 4. G OR G1 w ? 1/2' CONCRETE f'c-3 lag Wn. I END CAP 7 1/2'Min. E . F Min. E.D.6. fin. THICKNESS ) I 2• 7 t/2' Mtn. E,D, 2^ = REO•D. 4' ' 7 4"x4'%1/4' 1 __T y -T6 ALLOY) D. I @OR G1 EDGE IF APPLICASI Alluum.ANGLELEA.SIDE. EDGE IF APPLICABLE- SIDE. Ln N I I EXTERIOR ALTERNATIVE SECTION X2-X2 W/n OR(GI * ALTERNATIVE SECTION X2-X2 W/ CGS* �z I (INTERIOR MULLION) END & INTERIOR MULLIONS) / ORIENTATION 9 21 (W/ ORIENTATION # 1) 0/8 or o Q/8 or (4"4" or 4"6") (8"X4") R/B or o I R/8 or �w R#/8 ii j R'/8 0SEE MAXIMUM (INTERIOR) &® (END & INTERIOR) WALL o MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR 11 �rtein I I (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25. EXISTING 6 D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): it GLASS t I I MOUNTED PER SECTION R'-R' I ON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL 2 1/2'\ APPLICATIONS WITH 160.8 p.s.f. Min. E.D t.' 1 1/2"xl 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE MIN.. EF-D. - ANGLE W/ 1/4"0x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION 7EK SCREWS ® 24" ox. TO TUBE. SPACING. VALID FOR CONNECTION TO ` 1 1/4' CONCRETE W/ HiLTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1/2' I.3 1/2'6' X2 I X2 INSTALLATION CASE II' - COMMERCIAL APPLICATION FOR 1100.0 (1vP.TOP/671i041� 1 1/a' (TYP.laP/eortou) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" 1 1/a^ MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2' NUWS POURED 4'x4'xl/4'x6'-6'(6081-T6 ALLOY)Alum.ANGLE CONCRETE W/ HILT[ INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE(t'c-3Td-- EO EO EA. SIDE W/(2) 1/2.0 THRU BOLTS TO MULLION L1m) 6"Min.THICKNESS & (2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR ...... ,SIDE RAIL D NOT SHOWN FOR CLARITY REID• \ WNL (T/4'Min. EMBEDMENT YP.TOP & BOTTOM),TO POURED CONCRETE 1/'I O EDGE IF APPLICABLE-/ `,�' Q``' �•Ci �•••''•9•" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING.MULLIONS (G)OR(� ,` '1140.4416T. C 2017 TILTECO WC, Nautilus CRWN Of POURED CONCRETE WALL �`. �c SECTION W-2 2RagingShaderSysim 0 1I6 G�i INe. DATE PEND&INTERIOR WALL MOUNTED MULLION INSTALLATION `' TILLIT TESTING ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 61••,.{• wsK I i_1em r ewpngl�uua 1626 S.W.BILTMORE STREET 17-244 �r /a El fr�6`1111 E6-oa0671e HT' PHOM OW)7w-emo 'rAx iii)gmt-owo APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _ • e-meS-000 Gaolwm ow nNa Ne SCALE: 1/8'a i' ^*i6/i TU FL=0A Lk 1WALTER A.TILUT 44167 �. an�� w, n.r umoa un SNRT IIAOE 26 /Iy/bt / a 4' Min. E.D. "Min, E.D. OR (1) 3/4'0 KWIK-BOLTEXPANSION ANCHORS 6 END.MULLION W 3"x3'xl/2'x0'-4' (ORIENTATIONS bi & 62). (6061-T6.ALLOY)Alum. 1 I 2" FOR (2) 3/4'0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE W/ (2) Min. E.D. Alin. EA, ANCHORS O INTERIOR MULLION 3/4"0 THRU BOLTS TO 1 1/2' (ORIENTATION #2). MULLION a& (1) 3/4'0 KWIK BOL iZ EXPANSION EDGE OF SLAB. T- 1 -� 1EOGE OFEMBEDMENT ANCHOR NT TO POURED Min. IF APPLICABLE IF AI CONCRETEE(Typ.PPLICABLE CONCRETE ONCRTOP& BOTTOM) EXTERIOR POURER CONCRETE u (1'C e 3 kai Min.) II J" 6' Min.THICK REO'D. IT u n I ;2-T2-1EXISTING GLASS u wr SECTION n Iain. I I (END MULLION ONLY) I ORIENTATION 11) t 1/z" S^� it I l EXTERIQR 4' (7%4") 4" �N It z ,I 3' ® it E w Q-/8 ( 4' i� EXTiItIOR 4' E)(►ERIpR a 11 I I G2 G2 ii I I t 1/2' N P I ' '/2' 1 A. XT ii I I (IYP.TOP/80T10tQU ( I (TV.TOP/60TT04) 3'x3'xt/2'x0'-7'(6061-T6 ALLOY) Z3.3.1/2'xW-7" (6061-T6 ALLOY) IL E0. Alum.ANGLE EA. SIDE W//2)3/4'0 Alum, ANGLE EA, SIDE W/62) 3/4"0 L THRU BOLTS TO.MULLION @& THRU BOLTS TO IAULL[0N & It POURED CONCRETE (i) 3/4'0 KWIK BOLT TZ EXPANSION (2).3/4'0 01K BOLT TZ EXPANSION (1 U 'C - 3 kai Min.) ANC HOR W/ 6' Min. EMBEDMENT TO ANCHOR W/ 6'Min. EMBEDMENT TO g 1• 8 Min. THICK REO'D. POURED CONCRETE(Typ.TOP & POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE of SLAB .1 EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ G? JL L IF APPUCEBLE � IF APPLICABLE (W,LORIENTATION V )) FOR(2) 3/4'0 KWIK BOLT TZ E PANSION �,.�.,.""••••• (4"X7") Alin. E.D. �-9'Min. E.D. ANCHORS 0 INTERIOR MULLION r •'' fP,{1.�f(v•'- • SIDE RAIL®AND BOX NOT SHOWN FOR (ORIENTATION gz), ,��i ,.••••••.....T✓� CLARITY. ' Min. E.O. " Min: E.D. FOR (t) 3/4'0 KWIK BOLT EXPANSION 4441 JC�S� 'SI,• - -- ANCHORS 0 END MULLION 13 FLORIDA BUILDIN(t G CODE(Non.Nigh Velocity Bmricone Zona) (ORIENTATIONS #f& f2). t' � 02017 TLTECO MC. Nautilus �er FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? ?*1 ° � RollingShaMarSyatam talo/v SECTION W-3 "O 1 E C �w- t1t,1� TESTINOa LTM aEum Ntxnr'�O4 vi EXPERTSHUTTER SERVICES INC. t ORE STREET PORT ST:WCIE,F1.3484 T�-244 ENDau&INTERIORTRAPPED MOUNTED MULLION INSTALLATION ; ".�S�ONA1.��,,t+'' °- �a s„s °im°POR St.LUCI nw(349)071-CM- nwa w I P.E. SEAL/S1 NATURE/DATE WALTER A' Jr.PL SCALE: t B'. I' rLOMDA lit. +Ite7 �. sa, • SxRT is orsa O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, is & 11 EDGE OF SLAB(—(SEE SCHEDULE #1) MSEE SCHEDULE f1)—ISE OF SLAB ON SHEET 25. IF APPUCABLE 1 1 IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE i - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN It 3^ 3'x3^x11/4•x0'-7• 1^ 5, 1^ PRESSURE RATING, 12'-0" MAXIMUM p POURED CONCRETE (8081—T6 ALLOY) MULLION SPACING. (Pe-3 k9i Min.), Alum.ANGLE EA. SIDE n SEE SCHEDULE 91 FOR ADDITIONAL SPECS. n SEE SCHEDULE 01. W/ (2)1/2"o THRU A 3' ii BOLTS TO MULLION INSTALLATION ME Ia _ RESIDENTIAL AND COMMERCIAL APPLICATION it W/ 160.8 p.s.f. MAXIMUM A.S.D. DESIGN £xlsnNG�rO ?_ EMIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. GLASS 1 1G3 t I/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. • z Min. 1 1/2' CAS o G3 INSTALLATION E H - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. 7MAXIMUM A.S.D. DESIGN PRESSURE RATING. i, EXTERIOR 4)ANCHORS—� 8'-0" MAXIMUM MULLION SPACING. SEE it SEE SCHEDULE#1) In� it SCHEDULE #1 FOR ADDITIONAL SPECS. ALTERNATIVE SECTION X3-X3 W/(Q 4 (W/ ORIENTATION # 21 SCHEDULE #1 Hn j (2"0' INTERIOR MULLION ONLY) I .SLAB MIN, EDGE = u INSTALLATION THICKNESS ANCHOR TYPE & SIZE MM. ANCHOR DISTANCE FOR o n CASES REO'D. (TYP.TOP h BOTTOM) EMBEDMENT ANCHOR m i{11 1 • SIDE RAIL®AND BOX NOT SHOWN 3/8-ill HILTI INC HUS-H FOR CLARITY. SCREW s ® ii ® I 4^ 3/8'0 POWER FASTENER 2 1/2' S 1/2' WEDGE- BOLT ANCHOR (tYP.TOP/�TIOU)" TOP//8DITOM) 4 4' OLT rzILTI INC KWIK 2 1/2' 5 1/2' u I 4Q B. 1/2'4 HILT] INC KWiK BOLT TZ 3 1/4' 7 1/2' POURED CONCRETE n 3^ (f'c-3 tis',Min.), !; 1' SEE SCHEDULE 01, EDGE OF SLAB EDGE OF SLAB IF APPUCABLEI IF APPUCABLE Min. E.D. Min. E.O. (SEE SCHEDULE Q1) (SEE SCHEDULE B1) FLOOR.TO CEILING 7 TRAPPED MOUNTING:MULLIONS-Q$ SECTION W-3 �,�,,_��kRA.7!(/�T✓ FLORIDA BUILDING CODE(Non High Velocity Ilurricone?ane) Na.44167 `s o2C,77LTEC0INO Nautilus DRAWN RoH7ng ShnHerSystem C"/17 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 5 IL E C O INS. DATX -o — EXPERT SHUTTER SERVICES INC. tf .,. TICCIT TCSVT�IxHG, h EHe1NEEMMO COMPANY APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS -_o •..•�pR�9,. (7974JW1?10. 1> L��7�'u 1828 S.W.8LTu0Rf STREET 17-244 PORT ST.LUM FL 34984 f a-moo:Wtc.ftol.40m DRAWDQ Nn r PN0Nl3 1E001 740-0070.fAxt 777)871-0990 SCALE:1/8' 1' • _,1{ E8-08087tB ar... namnoi wn Kv.r ma+n.i utt WFLM A.TRUT Jn PR. —P •••�I•••hr'/DATE FLOpiW(le./46187 aa.rni Ml • SHRT 17J1 OI'7'A s EDGE IF APPLICABLE 2"xMULU0N OEPTHxI/8"Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4'0x3/4'RW BUILOEX TEK SCREWS 5/16.0 TAPCONS XL W/ 2 1/4' W/ 1"O.D.I4.060'GALVAN12ED.STEEL 7 3/4' Min. EMBEDMENT® 24" ox WASHER O 24'o.c. MIN. ED. Mtn. E.D 1� EDGE IF.APPLICABLE 1 1/2" 1 / \ 2' 1 r 1 7 3/4' Min. E.D. CONTINUOUS POURED 1 2" 7' CONCRETE(f e=3 W Wn.) POURED CONCRETE 8"Min. THICK REO'D. 1 (f'a = 3 k6! Min.) END CAP 8" Min. THICK REO'D. 4" OMR 1 7 3/4- NOTCH2" Min. E.D. (TY\P. T P/BOTTOM) -EQ. EO.- 1 2" (= (. 7 3/4' Min. E.O. a,.4S II T• 4'z4"x3/8' (6061—T6 ALLOY} r N y,r'Mln. ( I um.ANCLE EA SIDE. (WALL MOUNTED SHOWN, MAY BE ' GLIASS G11 I ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE �= I I PER SECTION 0'-0' ON SHEET 8.) LD a G2 " ( E%im" SECTION X4-X4 W/ G? # N� (END & INTERIOL MULLION) a 9 (W/ ORIENTATION f 21 Q'/8 I Q'/8 (4"x7") eau ,/,s•�. in.,E.D 111 1 1/2"x1 1/2"x0.062"xCONT. ALUM. • SIDE RAIL00 NOT SHOWN CLARITY 7 3/4' �F ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. E.O. I TE K SCREWS 0 24" o.c. TO TUBE. I 1 1/2" IV 7 CONTINUOUS POURED CONCRETE(fc=3 kW Mn) 1 10' 8"Ian.THICK RE0'D. 1 7" X4 X47 (TYP.Top/8070) 1 1/2" T\--TI 1/2' 1 "PA"T'U) MIN.E40. 4"x4"x3/8'z0'-10'(8081—T6 ALLOY)Alum.ANDLE ��'�(�i�^•T1 ." —EQ —EO EA,SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION ��' Q`;•'' S•' •, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \ -4•— & (2)3/4'OKWIK BOLT TZ EXPANSION ANCHOR ` W/S'Min. EMBEDMENT TO POURED-CONCRETE oto»mTECO rNG EDGE !F APPLICABLE WALL. (TYP. TOP & BOTTOM). .406 Nautilus. - " Ro1LngShnKerSgsfem 08/24/17 WALL MOUNTING:MULLION AcL E C O INe. un POURED CONCRETE WALL ' '�'• � �W TIWi tt5TIN6 Q Ex61NE[RINa COYPARY EXPERT SHUTTER SERVICES INC. �• 41ss x..xts 0.a.xe,vaaxA r.woOq n 33 U 1626 S^BIUNST SECTION W 4 ORE STREET 17-244 S•••.•• '�'NC11II11u�oc9am mo)Iry-ST.LOM M.(nz)B 71-OM oaaexa K. END&INTERIOR WALL MOUNTED MULLION INSTALLATION WALTER A Tuff Jr.P.E �•� �_ rx �� ^� dx SCALE: 1/8'= 1' P.E. /DATE nbR10A Lk.1 44167 1m>m, xnu, . 4x08 13 orao EDGE IF APPLICABLE 2'xMUWON DEPTHxt/B' Cont. EDGE IF APPLICABLE ALUM.TUBE (TOP & BOTTOM) W/ )/4'0x3/4'ISW BUILDIX TEK SCREWS 5/16'@ TAPCONS XL W/ 2 1/4" W/ 1',0-0.0,060'GALVANIZED STEEL \ 1 2 �\ \ Min. EMBEDMENT 0 24" o.e, WASHER®24'o.c. 4 3/8'Mtn. E.D. 4 3/8' Min. E.0 MIN, 1' I r ` CONDNUOUS POURED 1 I CONCRETE(Ic n 3 w mm) 2" 3 1/2' 8"Win.THICKNESS 2. EXTERIOR 7 1/4• Min. E.D. END CAP 4 3/8' Min. E.D. w CONTINUOUS POURED u I —— i CONCRETE(Ic W Km)= Km) � 0 8"Min.THICKNESS �.T" F I Min, N REQ D. p EDGE IF APPLICABLE n z`C n I SECTION X444 W/ Q 0o u (INTERIOR MULLION) n (WALL MOUNTED SHOWN, MAY w N IXISTINc i I D BE ALSO INSTALLED TRAPPED W ORIENTATION 2) " GLASS 111 I MOUNTED PER SECTION 0'-O' (2"X7') 0 u I ON SHEET 8.) Z= ° EXTERIOR Q SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN O N 3 COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I• & ® a I II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND a1/8 SPAN INSTALLATION): 2 t/2'` \ INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.0 ) 1 1/2'x1 1/2"xO.052'xCONT. ALUM. APPLICATIONS WITH *60.8 p,s.f. 4 3/B• ANGLE W/ 1/4'0x3/4" I W'BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D, TEK SCREWS ® 24" D.C. TO TUBE. RATING, 12'-D" MAXIMUM MULLION .. I SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4I X4 POWER FASTENERS WEDGE-BOLT (>�• TOP/ )3 1/2' I (rA•.TOP/BOTTOM) ANCHORS. I INSTALLATION CASE II' - COMMERCIAL APPLICATION FOR *100.0 1• I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4LLD. (2) 3/8.0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIW/2' Mtn. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS, \ \ WALL. (TYP. TOP & BOTTOM). EDGE IF APPLICABLE CONTINUOUS POURED A TIC SIDE RAIL OQ NOT SHOWN FOR CLARITY CONCRETE(f c=3 W Mn.) I,''Q� ••• ••, B" Min. THICKNESS REOb, `14�►r•'JGENS� '• FLORIDA BUILDING rCODE (Non Ngh.Velocity RuMcone Zona) WALL MOUNTING:MULLION o3 ; ¢2017��INC. Nautilus us CPAWN UP f No.44167 POURED CONCRETE WALL s SECTION W4 * * Roll/ngE3nHorSgzfem 08/24/17 11LQ INTERIOR WALL MOUNTED MULLION INSTALLATION -- m E C O INC. EXPERT SHUTTER SERVICES INC. �''� �'' �.�• ,�� A�T Gtr'ENOINEE•RIN nPiilu 1626 S.W.BILTUORE STREET L C •••• ••t t1{ nwro f&Xn-fato.M,lwsNn-1011 PORI SL LUC1E..il.]4964 17-244 • 11 c-ma0:Ulacoo9eLcwn mom MM)749-9056.TATO(777 571- ED n- ORAWIO H. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS S/ONA1. TT ®-e6L671J �. . �„„• SCALE: 1/8'= 1" P.I- S SRALAf E/GATE WALIM A.nUIT'Jr.PE nJOROA U-144167 m.w1 •n SMrET i3Aa'�6 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION. INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.si.)FOR THE OPENING AND DESIRED SLAT PROCEDURE4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN°L"(ft)TO PROTECT IT(SEE GENERAL NOTE A2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CARTS(In. Ib & Ib') THRU IC ON'SHEET 15 TO DETERMINE;BASED ON AN 10 BE BASED ON CART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(In),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.t);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'Vft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR 7),AND DETERMINE MAXIMUM M LUN SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(©,G ,8& ),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3:SEE SHEETS 10;10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT FOLLOWING SPECIFIC PRODUCT FOR MOUNTING INSTALLATION SHALL BE ON9 DERED DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING CONCRETE FOR A GIVEN MULLION TYPE abED��& ij MOUNTINGS OF MULLIONS INTO Lmm-THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 46:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S,D,DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO.GLASS IS PROVIDED ON CHART I6:PROVIDES SEPARATION SHALL BE BASED ON CART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR N STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3,ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING ENTER ABLE DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION STORM AR TOP (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS AND &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25&28 W/A.S.D.DESIGN PRESSURE RATING: 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,11Z.V OR 71,AND DETERMINE MAXIMUM MULLIIOSPAN CHART le,ON SHEET.15,IT SHALL LL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT) ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN G & ), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS 10,1OA,11.11A,12,12A,134 13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURERATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND:FOR VARIOUS "` PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS'20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. ,L1,,,��R A.7l�vl✓.._ `14�••• JG S'••'•9 FLORIDA BUILDING CODE(Non/Sigh Velocity Surricano Zone) WN t N0,44167 n `� 0 2017 ulYEce INC. Nautilus us• OR ft s i, '� RoI1l7egSbatterS�atam ca/z47n IL ECO INC. wTE p-% TILLR U51IN0&ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. t7-204 Nom.7Lu. 91.7m:wwu 6N Xa n SNu 1628 S.W.BIL.TNORE SMET y`4I' 111 'f� L14ttn oOaoLcan 1-1811 PORT ST.LBC FL 34984 rash No •7i S •�• tt a PHOlS:M e)719-9076.TAR:(779)B71-OM �O �„� 11 EB-0008719 ar.r mono am ar t.+7 YGLiQt ti Jr.P.E. p.C-%%.6t6NA E/OATE NO.L)1 44167 an,rm, 7 SN(ET 14 or 26 ■ SLAT PERFORMANCE CHARTS Ia Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.6.1),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O qTQRM PARA CHART I8 T_ CHART Ib CHART Ib' CHART IC 11SE WUO 1PfE ASA.LOAD NI USE MMUM POSITIVE ASA.I=VALUE 318"0 KWIK BOLT 3 ANCHOR 5/16"0 TAPCON XL ANCHOR 5/16"0 TAPCON XL ANCHOR POURED,CONCRETE T0.POURED,CONCRETE TO GRQUr FILLED CELL CONCRUE BLOCK MAX. MAX. SLAT SPAN SLAT SP MAX.SUIT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'Lmw (FT) 'LuAx' (FT) 'LMAX.'(Fr) MEASURED TO BACK OF SLAT (in) DESIGN WALL TRAPPED aan-oul. tato-drt Bursa-art WALL TRAPPED auto --= -aIT W O STORM BARS W/STORM BARS 'ANG WUNT Lum 1I01}71f W/Q UOUNt MGM WAD BDDNT MOUNI' £7 YOfINT w/® SEE sm# SEE MORE# SEE W=Mm IN)TFS# NgtE9 k SEE NOBS# SFE NOBS#- SEE N1 m# `t'J k SU N171[3# D ZON WIND ZONE� ZON WIND ZONE (PSf) SEE HORS# SEE N=# 1-3 1 4 1 1-3 4 30.0 20'-0" 15'-4' 20'-0" 20'-0' 20'-0' 15'-4' 20'-0' 18'-O" 20'-0' 15'-4" 18'-0" 15'-8" 1" 1 14 1/2' 8' 7' 35.0 20'-0" 15'-3" 20'-0" 18'-0' 20'-0' 15'-0' 19'-0" 16'-3" 20'-0' 15'-0" 16'-3' 14'-0' 1' 14 1/2' 6' 7' 40.0 20'-0' 15'-2' 19'-7' 16'-6' 20'-0" 14'-5' 17'-4' /4'-10' 18'-11' 14'-5" 14'-10' 12'-9' 1" 14 1/2' 6' 7' 45.0 20'-0' 15'-0' 18'-0" 15'-3' 20'-0" IV24' 16'-0' 13'-9' 17'-4' 14'-2' 13'-9' 12'-0" 1' 14 1/2' 6' 7' 50.0 20'-0' 14'-10' 16'-9' 1'4'-2' 19'-1' 13'-1' 14'-10' 12'-10" 16'-2' 13'-1' 12'-9' 11'-0" 1' 14 1/2' 8" 7" 55.0 20'-0' 14'-S" 15'-8" 13'-4' 7--9 12'-1' 15'-0' 12'-4" 12'-0' 10'-6" 1' 14 1/2' 8' 7' 60.0 19'-5' 13'-9" 14'-9" 12'-7' 16'-9' 11'-8' 13'-2' 11'-5' 14'=2' 11'-8' 11'-4' 10'-0' 1' 14 1/2' 6" 7' IZZEF 18'-4' 12'-11' 13'-11' 11'-11' 10'-11" 13'-4' 11'-0 10'-10" 9'-6' 1' 14' 6' 7" 70.0 17'-4' 12'-1' 13'-3' 11'-4' 15'-0' 10'-6' 11'-10" 10'-4' 12'-9' 10'-6' 10'-4' 9'-0' 1' 13 1/2* e' 7' 75.0 16'-6' 11'-7' 12'-7" 10'-10' 14'-3' 10'-0' 1V-4' 9'-11' 12'-D' 10'-0' 9'-10' W-10' 1' 13 1/2' 5' 1 7' 80.0 1S'-9' 11'-0' 12'-0" 10'-5^ 13'-7' 9'-S" 10'-10" 9'-7' 11'-7' 9'-5" W-3' 6'-6" 1' 13' 6" 7' 65.0 15'-0' 10'-6' 1 V-7' 10'-O' 13'-0' 9'-Y 10'-5' 9'-3' 11'-2" 9'-3' 9'-0' 8'-3' 1' 13' 6' 7" 90A 14'-2' 10'-1' 1V-2' 9'-a. 12'-6' W-10' 10'-1" W-11" 10'-8" W-10' 8'-10' 8'-0" 1" 12 1/2' 6' 7' 05.0 13'-5' 9'-8" 10'-9' 9'-4" 12'-•0' W-5" W-9' 8'-7' 10'-4" 8'-5' B'4" 7'-9' 1' 12 1/2' 6' 7' 100.0 12'-9" W-4' 10'-5' 9'-1" 11'-B' B'-4' 9'-5' W-4" 10'-0" e'-4' 8'-3' 7'-6' 1" 12' 6" 7' 105.0 12'-2" 9'-0' 10'-1' W-9" 11'-3' 8'-0' 9'-2' 8'-2" 9'-8' V-0" W-O' 7'-4' 1' 1 t 1/2 6' 7' 110.0 11'-7' 0'-B" 9'-9" 8'-6" 10'-Il' 7'-10' 8'-10" 7'-11' 9'-3" 7'-10' 7'-9" 7'-2' 1' 11 1/2' B. 7' 115.0 11'-1" W-5' 9'-6' 8'-4' 10'-7' 7'-B' B'-8" 7'-8' 9'-0' 7'-8" 7'-B' 7'-0' 1' 11 1/2' 6" 7' 120.0 10'-8" B'-1" `9'-3' 8'-2' 10'-3" 7'-5' 8'-S' T-6" W-I1' T-5' 7'-5" 6'-10" 1' 11' 6' 7' 125.0 10'-2' 7'-9' W-0' 7'-11' 10'-D' 7-2' 8'-2" T-4' 8'-8' 7'-2• 71-3" 6'-8' 1' 11' 8' 7' 130.0 9'-.10" 7'-6' 8'=9' 7'-9' 9'-9' 7'-0' 8'-0" 7'1-2" 8'-S" 7'-0' 71-2' 6'-6" 1' 10 1/2' 6' 7' 135.0 W-5' 7'-2' W-6" 7'-7' 9'-6" W-10' 7'-10' 7'-1" 8'-2' W-10" 7'-0' 6'-5' 1' 10 1/2' 8" 7' mo 9'-1' 6'-11' 8'-4" 7'-5^ W-1' - 7'-B" 61-11" 8'-0' - 6'-10' 6'-4' 1' 10 1/2' 6" 7' 143.0 8'-10' 8'-2' 7'-3" W-10" - T-6' - T-10' - - - 1' f0' 6' 7' 150.0 W-6' 8'-0' 7'-2' 8'-6' - 7'-4' - 7'-9' - - - 1' 10' 6' 7" 165.0 8'-3' 7'-10' 7'-0' 8'-3' - 7'-2' - 7'-7" - - - 1^ 10' 6' 7' 160.0 t 8'-0" 7'-6' 0-10' ,g'_0• 7--1^ T-5" 1' 10" 8' 7' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS +" & 18 INDICATE THAT ANCHOR ANCHORASP CINGCING HSDAVAIILABLE ULES ON SHEETS 7 FOR THE CORRESPONDING SLAT T14TNTN,+• SPAN AND,A.S.D. DESIGN PRESSURE RATING. 0 E r/ T✓ FLORIDA BUILDING CODE (Nan Bigh Velocity Hurrlcone Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH / 02017 TILTECG INC. Nautilus B. 3/Bb KWIK BOLT 3 ANCHOR OR S/16'o TAPCON'XL ANCHOR, INTO NO.4416 L.C. POURED CONCRETE OR'GROUT FILLED CELL CONCRETE BLOCK, OR RolT/agSYTo[/orSya[em aa/24/iT WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR "p ILL E C C INR. TT an WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. ' TILLIT TESnNG h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 7136 n..7Ca n.W.Tay w C"04 n I] 1626 S.W.M IWRE SKEET 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE (� I 1� ft-,t'f4>°"1670'r.,` "'"�' PORT sr..Lum.FL.34684 = �r .....,.• \ I1 a-m W:LTteco4oacrom PIIOtC7(C00)740-ose mL, m)aTr-oust DPA%M No DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. S r0 11 Eta-OOO6T19 NALIER A.nU .N.P.E. ;n ��• un 4n. oars ua P,E,� W Ft.OM.U../44IW mIr~en �� sum NS orm P - MAX.ANCHOR'S SPACING SCHEDULE Ya FOR GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT F SLAT SPAN RANGE 0'-4t > 4'-5't > 5'-6't > 6-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't 9" 9" 9" 9" 9" 9" 9' 9' g' 9" g" 9" 9" 9' 9" 8"9' 9' 9" 9" 9" 9' 7' 5 5/8- >61-80 8">61-80 9" 9' 1 9" 1 9' 9" 8' 5 5/8' 1 5 5/8" r—S AT t NMAXm. STAT SPAN FOR A >61-105 S. 9" 9' 9' 9' 6 1/2" 5 5/8' - GIVEN A:S.D. DESIGN >106-120 9" S. 9" 9' S. 6' PRESSURE RATING SHALL >121-140 9" 9" 1 9' 8' 7' 6' - - bl:YH@ EXCEED MAX: SLAT >ut-t6o 9" 9` 9" 7" 7" - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON SPAN INDICATED ON SLAT TRAPPED MOUNT SHEET 15. DESIGN." • SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't >t $30.0 9' 9' 9" 9' 9" 9' 9' >31-40 9' 9' S. 9' 9' 9" 9' >41-60 9" 9' 9" 9' 9' S. 7 1/2" >61-60' 9" 9' 9" 9' >81-105 9" 9" 9" 9" 8' - >106-120 9" 9' 9' 8 1/2" 1 B. - - >121-140 9" 9' 9" 7' >141-160 9" 8. 6" BUILD-OUT MOUNT OBJ • SLAT SPAN RANGE PRESSURE 0'-4•t > V-S't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't GE•(pe E @E E@ E© E @ Q E@ I E© E I @E E@ E© E @ I (@ E E E A 30.0 9" 9" 9' 9" 9" 9' 9" 9' 9'. 9" 9' 1 9" 9" 9" 9' 9" S. 9" 9" 9" 7 3/4' 9' 7' 5 5/8 >31-40 9" 9' 9' 9" 9" 9' 0" S. 9' 9' 9' 9" 9' 9" 9" 9' S. 9' T 7' 6" 5 5/8" 5 5/8" 5 5 8 >41-60 9' 9' 9" 9" 9" 9' 9" 9" 9" 9' 9' 9" 9" 9" 9" 7 1/2" 7 1/2" 6" 5 5/8' 5 5/8' 5 5/8' 5 5/8` 5 5/8" - >61-80 9' 9" 9' 1 9' 9' 9" 9' 9' 9" 9" 9' 9" 9" 9' 7' 5 5/8' 5.5/8' 5 5/8 5 5/8 5 5/8 - - - - >e1-105 9' S. 9' 9" 9" 9" 9" 9" 9° B. 8' 6 1/2 6 3/4' 6 3/4' 5 5/8 5 5/8' 5 5/8' 5 5/8 - - >f05-120 9" 9' 9" 9" 9" 9' 9" 9" 8" 8' 8" 6 1/2 6' -6" 5 5/8 5 5/8' 5 5/8 - - - - - >121-140 9" 9" 9` 9' 9" 7 1/2 8" 8" 6 1/2 8' 8" 6' S 5/8' S 5/8' S 5/8 - - - - - - - >.141-16a 9" 9' 9" 8' B" 6' 7" 7' 5 5/e 6 3 4` 6 3/4'S 5/8"15 5/8" 5 /b:..,- - - - 1111171A�� - 1 ,.•''" "'•,"�' FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zona) \ 1 ■ _ 'S . ` 02017 TILTECO INC, Nautilus DROW 8r NOLc 41(��'- RnllfrtSbntlerSyalem OV24/17 L EC O INC.TIg DATE p . TILLIT TESUNG a ENOINEERINO COUPANr EXPERT SHUTTER SERVICES INC. \\ esa k■,sew n.7s.:so1 v7aaa n silo 1828 S.W.WL1110RE-StRFET •• Nov t(30!)071-1170.7a•• f1-1111 17-244 7-2 4 ��•'•.,0 \\ PORT Sr.UJ=FL 34984 =��A• .•'\ 11 "-molk L�loroeool.com pNOnF•(D00 7.9-9030.Mt0 p72)a77-0900 47 1 WALTER A.�Taw Jr.P.E. ..r mmray ua ae.r uvma un .ffl+i 1 R1./DATE ilOPopA M/<4167 7 om ua" SHEET I6 OC 26 iii MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT ,m, SLAT SPAN RANGE DESKIN 0'-4't > 4'-6't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANNGE�(PSO s 30.0 8" a' 8' 8" 8" 8• 7 1/2' 5 1/2' >3"O S. a' 8• a" a' a" 6' 4' a' " 3/4- t mm. >61-80 8" 8' 8' 1 8• 7' 1 4 1/2' 1 3 3/4" SLAT MAX. SLAT SPAN FOR A �8. 6 1 2` 5' 3 3 4' r -SPS--I GIVEN A.S.O..OE$IGN LOADSHALL NEVER EXCEED MAX. >106-120 " 8' B" 5. 1/2' 4 1/2" 3 3/4" — — SLAT SPAN INDICATED ON >121-140 7 1/2' 6' 4 1/2 4' 3 3/4" — SLAT PERFORMANCE CHART >141-160 e" 6" 5' 1 4' 4' ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT A= SLAT SPAN RANGE 1163141 O'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANOE(FWO s 30.0 6' 6' 6" 6" 6" 6" 6" 5 1/2 6' 4 1/2- >41-60 /2'>41-60 6' 6' 6' 6" 6' 5 1/2" 4• 4" 6" 6" 6• 6• 4• >W-105 1 6" 6" 6° 1 4 3/4" 3 3/4" 3 3/4" >106-120 6" 6" 6' 5" 4` 3 3/4' >121—too 6" 6" 5 ,3/4' 4" 3 3/4" 3 3/4' >141-160 6' 6" 4 5" 3 3 ' 3 3/4- —L] BUILD-OUT MOUNT Aao. SLAT SPAN RANGE P 0'-4't > 4'—s't >`5'-6't > 6'-7't > 7*-9't > g'-12't >.12'-16't > 16'-20't Rqm aut q E E E E E E E E E E E E E E E E S 30.0 6" 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6' 6" 6' 6' 6` 6" 5 1/2'15 1/2' 4 1/2" 4' 4' 3 3/4- 6. 6' 6 6 6 6 6" 6" 6" 6 : 6 6 4' 3 3/4" 3 3/4' >41—bo 6' 6' 6" 6" 6" V 6' 6' 6" 6" 6' 6" 6" 6' 4' 4' 3 3/4' 3 3/4" 3 3/4' 3 3/4' — 6" 60 5 1/2 6" 6' 5' 5' 5" 4' 3 3/4" 3 3/4" — — — — >91-105 1 6' 1 6' 1 6' 6' 6" 1 6" - B. 6" 5,3/4 .4 1/2-14 1/2" 3 3/4 3 3/4' 3.3/4'-3 3/4" 3 3/4" 3 3/4' — — >106-120 6' 1 6" 1 6" 1 6" 6" 15 1/2-15 3/4-15 3/4-14 1/2 4 1/214,1/2* 3 3/4'13 3/4"1-3 3/4"3 3/4' — — — >121-140 6" 6' fi" 5" 5" 4' 4 3/4' 4 3/4" 3 3/4 4 1 2 4 1 2 3 3/4 3 3/4' 3;7/a%„ — — — — >141-160 6' 1 6" 1 5' 14 1/2'14 1/2'13 3/4 4` 1 4' 4' 1 4" 1 — 13 3/41' \ \\' ••'►•'CI+1S••., ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane zone) *1' .44167 11• 0201714TCCO INC. NailtlluSMulti UP. 7 : LC p * ;'— : � ltotung ShulterSyateirl Genf/1T EXPERT SHUTTER SERVICES INC. •'.•.(' r ♦r \° TILLIT TESTING d ENGINEERING COMPANY \\ 'IW5 Nr. N.%t w4%*041 uAmn,rt aliu 1626 S.W.84TUORE STREET 1]-244 t vra. IlesMn-,sw..1..(nTp�l-tall PORT ST.LUCti_FL.34966 ---s/ANAL EN6� F tt rma�Nla00000Lcam owe9w Al. 1 PI ONO lea0 71G-QG7e,fN n1)e71 G9Ym - 1 0006718. rtr,r ocdns aur m,r cos+ro� P.E.SUK/6fSkA7URE/ WALTER A.•inui u.Pt. fLOR,M Ltw/N167 SNRT 17;2] MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W1511IT-0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCREMBLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX. AS • SLAT SPAN RANGE OEM PRESSIM PAW 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-112't > 12'-16't > 16'-20't RANGE(pat.) S 30.0 41/2- >31-40 1/2- >31-40 8" 8" 8' 8" 8" 7" 4 1/2" - >41-80 B" 8" 8" 8. e" 4 1/2' - - >61-80 B• 8' 7 7 2 7" 5 1/2" - - SLAT t MAX.MAX.SUIT SPAN FOR A >81-105 8" e' 7 1/2" 5' a" - - - I--SPAN— PR 1 EM A. IGN >106-120 e' 7 1/2" 6' 4- - - _ o PRESSUREE RATTINN G SHALL >121-140 g• 6• 5' - C ] SP�INDICATED MAX.EXCEED SUIT >141-160 7` 5• 4' - - - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLAT SPAN RANGE PRATING REMIRE0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(p.ar.) S30.0 6" 6' 6" 6" 6' 6' 6' — >31-40 6' 6" 6' 6" 6' 6' 4 1/2- >41-60 6" 6" 6- 6• 6' 4 1/2" >61-60 6" 6" 6" 6" 5" 4 1/2- >81-105 6' 6" 6" 1 4 1/2` 4 1/2' — — — >106-120 6" 6` 5 1/2" 1 4' 4 1/2' >121-140 6" 5' 4 1/2` 1 3 3/4- — — >141-160 6' 5' 4" BUILD-OUT MOUNT SLAT SPAN RANGE DESIGN PREI16E 0'-4't > 4'-5't > 5'-6't > 6'-7't >7'-9't > 9'-12't > 12'-16't > 16'-20't R11 RATING {,) E E E E E @ E E E E E E E 1 30.0 6- 6' 6" 6" 6- 6' 6• S. 6" 6- 6' 6" 6" 6- �6`' 6" 6' 5 1/2' 4" 4 1/2' — — >31-40 B. 6- B' 6' 6" 6- 6• fi" r.. 6. 6" 6' 6' 6- 6' 5 1/2' 5' 4" — 4" — — — >41-60 6" 6" 6' 6- 6' S 1/2' 5 1/2' 6" 6' 6' B. 6' S 1/2` 4 1 2 — — — — 3 3/4• — — — >81-80. 6• 6" 6' 6" 6" 5 1/2* 5 1/2' 5 9/2" 4 1/2', 5" 5' 4" 4" 4" — — 3,3/4" — — >61-105 6- 6' 6`-1 6" 6' 15 1/2 5 1/2' 5 1/2' 4 1/2 3.3/4" 3 3. — >106-120 6' 1 6' g` 15 1/2"15 1/2" A 1�41 4 1 2' 3 3 4>121-140 6• 6 5 1 2 4 4" — 3 3/4 — — — — — — — — — — — — — >141-160 5" 5" 4" 1 — — — — — — — — r•1�Q.r r• \\I ,,• "•%J ': FLORIDA BUILDING CODE (Non High Velocity Hurricane?,one), {' •: • 020ITTIMCO WC. ORAWN 6Y: . .4416 Nautilus '9 �L E C► TE INC. Rol/1ngSkuNersgatm 08/24/17 TIW7E T STINO h ENGINEERINGCOMPANY EXPERT SHUTTER SERVICES INC. %0 /�' N19."rti xu.a u.>�.7RWU cvmoa.n slier 1626 S.W.6n.TIIORE STREET 17-244 RItt111, t,Q \ Rw:(101ylr1-1110.Ia t(]007!/1-1171 V Pv \ PORT ST.SUM.FL.34984 -l(4A'. .•' 1A\A o nnaER-0006719 Com p"Orm(090)749.9m.F/a:(77t)611-6990 DRA1YINa Nr R7 •• ...... (_ WALTER I.TILL11 Jr.Pr- w oov�a w¢ o w moms ua — AGF�` •••S p.J /DATE FI.OR70A Lk- /44167 i a"rs+n ' 3NC[7 19 of 26 SCHEDULE VC: Vx FORCES (Lb/FT)8T Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > V-67 > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PSf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75' 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 1 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 1 290 150 794 180 509 210 70.8 1 270 1266 1 360 1962 1 480 2553 1 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-1401 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-1601 781 320 1186 400 11-322 1 480 1873 560 1740 640 — — — — — — sLAr SANP —� NOTE: SLAT SPAN DEFINITION * R SHALLBE THE RESPONSIBILITY OF THE CONTRACTOROR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVx&VyVALUES. Vy SIDE RAIL _ Vx Vy �' C SF•'L� FLORIDA BUILDING CODE(Non Mgh Velocity Hurricane Zone) NO.44167 Ci 2017 TILTECO INC. Na 1l til uS ere., *c '*.. xotTliTgShoNorSyafa7it 06/24/7 � • IL ECO.... GATE 8�1,,• TILLIT TESTING tr ENGINEERING Cagm, EXPERT SHUTTER SERVICES INC. . r' .....•' .1�u.3vrar wmG.>,n sNu 1520 S.w.BILTUORE STREET 17-244 r(S • '�� t1 vw..•(waM11-Ilio.r,. (?V)a71-Ian PORI ST.LUCIE.FL 34984 S/O`I A�G� j1�1 —",.hU1100067i9�'� (600)744-9WE.fN4(T72)e71-o9DD OMMkNG No -�'•� Tl'/l F 1 WALTER A MUS'r.P.E. �+.•• omoew ea, o.r omna• ua P.E. SEAL/616'Ifl(fdA DATE FLORieA Ua/14157 m—3 n SHEET is or 2e r > SLAT PERFORMANCE CHART Ibl & ICI:(ONLY VALID FOR 112"SLIP) SLAT PERFORMANCE CHART III?I & IIOl:•jONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(D.s.O.SLAT SLIP 1tB"AND' FORAGIVHNMAXUAUMAS.D.DESIGN PRESSURE RATING(p.FQANDSHUTTERMOUNTCONDITION FOR FORA GNEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(ImQ AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAM ES WALLS W/2-X4-STUDS, INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W!0 STORM BARS PER DETAIL 2 BELOW ASPER LIMITATIONS ON DETAIL 1 CHART Ibl USE CHART ICI CHART IIbl T l CHART IICl �' "� *6 NM= 1°D US W=M�W"AM 1$E YOIIFAI 1FLLIE won F04PNE IYo FmvM ASD.IND 16E YLu1y wLE.eDM POSm1E A10 NBOATNE-A30.tN0 ENtsllw LaX..SAL SPAR EWAM WL TO am ESIM TO.. USE MA7lON POSMM A .5116'0 TAPCON'XL ANCHOR tRE MAXON Pawn Ago WOOD �' •I'�'•(f t) '(TT! Brat NX SW St10'OTAPCONSLANCHOR ( T LOAD YAM MINSpm ��T LOAD VALUE WOOD GRADE L �W RMINO um um wy, W/O � MAX.SLAT SPAN 'LYiN.' RDOVIRED IAN(.SLAT SPAN •UM' � wrm zoNE9 tiM m1E FAOI1BfD MH.sEPuuTIDH To LL4xwu REo1LREn ux:sEPARAl10H l0 �'� � lora Agip, •LINx••(ft) ((L) IE91T5iD TO tLAc%of ELAT(In). of t'". ((t) ((() MMIF1ED TO BW OF Eur Cin) SOU110H PINE fEm 2 a=0.55) 60. 4'-S' • 4'-5' WALLRATING motw E�'IRK Dom p w/ .n.6 ouf w o sroF01 BARS OUD-aw� BuaD-w ku W/o smau BARS ( ) �• kuw 1aU�Q Yd�Q taxna 000GU1S-FlR-S011I}i G�0.46 60 4'-5' +'-s o'-0' YAND ZONES WIND ZONE' (D+Q ® �Y MW6:20HfS wP�ZdIE RA- (PM Nmaa wade ` t-3 + Name Neraa NO11�A ° t-3 4. RUCE PU(E-FlR-SRH(C=Q:J6 fi0 4'-5' 4'-s'ASL 304"• 10-0' 0'-0 W-1' 1' 8 ,2' • 8'-3' 8'-3' B'-3' T-T t'35.0•• W-0' 0'-0' 7'-9` ' 8 1 2' 35.0•• 7'-9" -7'-9' T-9' T-3' i' 8 1 B'40.0•• 10'-0' 0'-0' 7'-5' ' 6 1 2' 40.0•• 7'-7' 7'-7' .7'-7- 7'-0' 1' 8 1 8'45.0••• 10'-0' 0'-0' 7'-2' f' 8 1 2' 46.0••• 7'-4' 7'-4' 7'-4- V-9' 1' 8'1 8' ,Y//50.0•» 10'-0' 0'-0' 7'-0' 1' 8 1 2' 504••• T-3' 7'-3' - 7'-3' 6'-B' t' 8 T 8- f /10'-0' 81 2- 53.0�•• 7'-0• T-3' T-3' 6'-4' 1' B 1/8"50.0••• 10-010'-o• 6'-9' Y .8 112' 60.0••• 7'-3' T-3' T-3' 6'-2' a-- --•��-�-�-�-•-.-�- RMANCE CHART M- (ONLY VALID FOR 1B`SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 116-SLIP) .l SUUT�1` FORAGNEN tAAXIMUMASD.OE8IGN PRESSURE MTING(p.aryAND SHUTTER MOUNT CONDITION FORFORAOGIVENAAD. LOD aLaQ,SNVRR10UNCONpTONNCUOG INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW ANCHORTYPE AND FOR INSTALLATIONS WJO STORM BARS PER DETAIL2 BELOW ' rrX, h CHART IIIbl V�b1� CHART IIIC1 5118`oTAPCONxLANCHOR J �� ., SLAT SPAN DEF1NmON USE wnw VUIE SOM FOSIAR Aro MMQK ASD,Lwa USE YAw,an(F06RM1E A9 D j r-4 w M�� wLama LOAD VALVE USE AND N VV 6LUE BTW LOAD UAS.0.LOAD wuuE I e-S'rat t I 5H8'OTAPCONXLANCHOR MIN,SAT 1 F T J m SPAN MAX.SLAT IAL SLAT MAX�N��S��1AT SPAN REOII[7ED Lel StPARATLOlt m SPAN SPAN To aAM mm I ' 7 MAXMUM 'L.NAIL•(FT) ( ) HES1tRFD TO BACK OF SLAT 0) OEStr7! Nilo(a►ISAr(In) AND p SRJDS N uu DwD-OUT MAU>-w( ,�.,a,a W/o sTDlw 0.4m L0e° "N'6uD" ED m' ouT' w/o srofB(BARS \Y/7 TVR�,"M )t Rum NDUNT mou Y/ M/ WWI)zONLR WIND ZONE (Pat) D ) WIND ZONE wme Nmma Nom ` 1-3 4 STS ND Q A sa • to 4 _DETAIL 1(ELEVATION) 30.0• 7'-6' 7'-6' 7'-6' 6'-7' 1' 8 1 e 30A• '6'-6' 35.0'• 7'-2' 7'-2' 7'-2' 6'-4' 1' B 1/sr 354.« 6'-3' 40.0•• V-9' W-9' 6'-9• 6'.-1' 1' 8 1/8- 40.0- 8'-0' a NOTES: 46.0••+ '8'-8' 8'-B' B'-8' S'-tt' 1' B 1�8' 46.0«• 5'-ID' p•_p- I• 5• 50.0••• 6'-5' 6'-S' e'-5' S'-9' t• e t B' �« 5'-9• 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 65.0••• 6'-3' 6'-3' 6'-3' 5':r t' 8 t e' 86.0••• W-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60:0••• 6'-t• e'-t' e'-t• S'-6' t• 6 , 60.o••• s'-5` IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.O. DESIGN LOAD. YA MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DEFAIL AND PROVISIONS FROM CHAPTER 23 OF !l! _ •VAUD FOR.DO"YS-FIR-SOUTH(G-0.46) THE FLORIDA BUILDING CODE MINIMUM LENGTH OF WALL AT EITHER - ------ 90UIF 9N RPE#2(0=0.55) SIDE OF OPENING SHALL BE 33'. 1 sur SPRUCE PIW41R-SRH((-038) \� ! 5°N' ••VALID FOR OOU AS-RR-SOUIH(G-U0 tt SOU(FM PINE 12(0-04%) ,`� /• I�( � •••VALID FURSOURf734 Io'-I 3/4' ` SLAT SPAN DEFlNI710N FLORIDA BUILDING CODE(Non Mgh Velocity liUrrlcono Zone) FOR WALL Ya1NF III '�•• •.•a. IW-0'FOR BIRD-0111 C4D,717LTECOINC. LNNGtiVtD1N Nautilus,aa 6 ! - - ORAtEtI In" = a 1 QPINSTALLATION INTO WOOD FRAME STRUCTURES ?, gyp,44167•..s - IL ECOINe. Ro711DgSbuMosSya(e7NOW 4/17 TILUi TESTING tr ENe1NE[RINe COHPANY EXPERT SHUTTER SERVICES INC. 6\ \.�`.\\ \\�`\\ S /T /: �►t,� ,SLOi *ti'°� •fGyia 1826 S.W.pIL1NORE STREET 17-244 1/Y PLNIOOD AI61 �.0 t-utn.fu.(�m�en-1531 PORT ST.IUCIE,FL 34984 Y(✓ 0••� \ e-mo9:tatecopool.eom DRAWING No (2)2-W N000 SRAS /4'1''•...OR►•'••'•' ,\ teDo)uo-4ose.FAX(772)b7N-DocD 01P FACN SIDE BEYOND)t -4�� WAL BALL fi'Jf.PE .i+=-.SL� o.a ms.w wu m:r mm.o Gan DETAIL (ELEVATION) er SEAL%9GNgWFIE/DATE FLmbA W 144167 ao..an SHEET 20 OF25 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf AND SLAT SPAN RANUE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) wlalou SLAT SPAN RWIZ Asuklam DOM SLAT SPAN RANGE WOOD GRADEROM RAM * WOOD GRADEKVM E Uto4">,ft,S >Sto9'>gto7''>7to9'`>91to10' (90) 7-0'to 4-6" s 30.0 6' s 30.0 6' 6" 6" 6` 6" G. SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6` .6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50. 6' 6" 6' 6' 4 3/4" 3 1/2" 60 1 6' 1 60 6' 1 6" 5 3/4" 5 1/4' 3 3 4' 3" DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FlR-SOUTH s 30.o s' 6" 1 6' 6" 6" s' (G=0.46) 40 6' (G=OA6) 40 1 6' 6" 1 6" 5 1/4' 5 1 4" 4 1/4' SPRUCE PINE-FIR-SOUTH s 30.0 6" SPRUCE PINE-FlR-SOUTH s 30.0 6" 6"' 6" 6" 6' 5 1/4. G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"A"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 2 ON SHEET 20) uumw SLAT SPAN RANGE WOOD GRADE PIREZURE IIAtri C-4 >4!4' >5�' >5 7' > cp'O I1D611I r uou(r r IIc1WT w YdM—.A court TAu0ut(fZQ=Al=•au(T r court r tJounr x court—.Aa 1rolurZ,6 5 30.0 6" 6" 6" r. 6" 6" 6' 6' 6' 6" 6" 6' SOUTHERN PINE #2 40 s" 6' 6" 6" 6" 6" 6" 6" 6` 6" 5 17-4;'-5 1/4" (G=0.55) 50 6' 6" 6` 6' 6" 6" 6" 6`. 5 1/4" 5 1/4" 4" 4" BO 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4' 4" 3" 3" DOUGLAS-FIR-SOUTH 5 30.0 6" 6' 6" 6' 6' 6" 6" 6" 6" 6' 6" 6" (G=0.46) 40' 6" 6" 6" 6" 6` '6' 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2' 4 1/2" SPRUCE PINE—FlR—SOUTH s 30.0 6" 6" 6" 6" 6" fi" 6" 6" 6" 6" 5 1/4" 5" G=0.36 *MAX /� SPAN FOR'SLAT FOR {{{,1 .•'• VC S � 4r FLORIDA BUILDING CODE (Non High Velocity:Hurricane Zone) GIVEN A.S.D. DESIGN LOAD NO.44167 02017 mTECO we Nautilus WN erurw Or., SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON : : 7t SLAT PERFORMANCE CHARTS RoIHpgSbuKerSystem 0e/2s�17 ; � IL ECO�N(:. aR ON 20 SHEET. :r EXPERT SHUTTER SERVICES INC. = , pin {{ TTLttT TESTING hENGINEER/NG COMPANY 17-244 .Tyxc ua�Ka xw v_sw ao�vWcru w¢ML n uiu 1526 SIX SiLTU(MZ STREET Q�.``` tltttt{ row i f E8�oo0s o' n+aa,W T.PORT 9-�m (FL m)071_,M DRAraW No i. �--- Wwr ;TILIn Jn P.E. —.. osm.m� P.E.SIµRE/DATE nj�+t>u:0 44167 TABLE 1 MAX.ALLOWABLE STORM BAR SPAN (ft)FOR GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING (ft)** D MAXIMN STORM BAR SPACING (Fr) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6,667' Br 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" ill-01, THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-D" 11'-0" 11'-0" 11'-0" 71'-0" 11'-0" 11'-0" 1 V-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1 11'-0" 11'-0" 11'-0" 45.0 11'-0" 11,-0" 1 1'-0" 11'-0" 11'-0" 11'-0" ill-O.. 11'-0" 11'-0" 11'-0 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • 14/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 11'=0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" * - 65.D 1l'-0" 11'-.0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" * - 75.0 11'-0" 11'-0" ill-o" 11'-0" 11"-0" 11'-0" ill-01, 11'-0" * - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" ii.-O" 11'-0" 10'-10" * - - 85.0 11'-0" 1l'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-0" 11`-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-O" 11'-0" 1l'-0" - - - - - - 120.0 11'-0" 11'-.0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'--0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" i 1'-0" 1.11-01, - - - - - - - 13&0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-o" ll'-0" 11'-0" - - - - - - - 145.0 11'-0" 1l'-0'' 10'-11" - - - - - - - 150.0 11'-0" 11'-0" - - - - - - - •155.0 11'-0" 11'-0" - - - - - - - - 160.0 11'-0" 1 11'-0" - - - - - - - - ��,, ** MEASURED IN BETWEEN CENTERLINES OF STORM BARS IN �`' '',�..� '•.�� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. No.441 s '' 02°"nLTECOINC, Nautilus °"�ft. * ■1 ltoMgShuffar4w_ 69/24/17 1i E C 0 INc. wTE ��.� TtwT TEsnRo a ENGINEER_-cowPAnr EXPERT SHUTTER SERVICES INC. U, �: 1626 S.W.BiLTu°RE STREET veu"a(mR"t-ist9.Tw o t>�»,-)m, 17-244 e-mal:ulteea0091.tam PORE ST,LUCIEFL 34984 �Q ••••• W-0066719 P161Et(660)749-905.'"X 77�671-6090 DpAw 00 no WN.TER A TILLJt.P.EIwe n:r ox"m". wrc P.E. �ij T//R DATE r=134 1h.Iµ167 m,w n n SREET s2 ovn ■ TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FORA GIVEN A.S.D.DESIGN LOAD(p.s.f.).&'STORM BAR SPACING (ft) SECTION Si-S1(SHEET 9) FOR A GIVEN A.S.O.DESIGN LOAD(p.s.f.),&STORM SAR SPACING (II) STORM.BAR SPACING"a"(FI) mama STORM BAR SPACING'"a"(FT) Roomean 2' 2.867' 3' 3.5' 4' 4.5` 5' '5,51 6' 6,887` 2' 2.667' 3' 1 3.5' V 4.5' 5` 1 5.5' B' 1 8.667 Igo 30.0 . BC,D BCD BCD AleCM A.B.0 AB,CA. 'BCD &BCD - BCD BCD, 30.0 '8CD 8CD BCb -8C0 .BCD ARCD BCD - BC 8C BC 35.0 B,C,O A,BCO BCO A,BCO BCO 71C,D BCD ARCD BCL) 0.B"CD 35.0 BC0 BCD ABCO BCD BCD BC ABC BC 8 A 40A BCD A BCD BCD 840 BCO B,CD BCA BCO BCD 'BCD 40A BCD BCD BCD B.CO BC BC A.BC A A A '454 8CD BCA B0A - 'BCD BCD BCD BCD B D BCD 'BC 45.0 BCD BCD A.BCD BC 8'C BO A A A A 50.0 4B;C D A.B;C O ARC D -kB CA A.B C O �&B C.O. 8 C.D A.B C,D A.B C O C 50.0 &&0,04 BCD A,B C D A181C AB.0 A A A A A 5'3.0 'AB.0 D A.B C 0 A.B.0 D ABC 0 B C,D kB C,D A 8,CA B,C.O A.B.C. AA.0 BSA 8CD B C'0' B C ABA A A A A A. A 50.0 -.BC O - BCD B,C.D B C,D 8 C 0 BCD ,C.0' >.B.0 B.CI C OOA AB,c 0 B C A.B.0 .A.B A A A �A A A 69.0 BCD BCD BCDWICD BCD ABC BC BC. B GLIA B.CO A.BC BC A A A A A A A 704 BCD B C O BCD B C B C A.B'C 8 A .70A A•B.C,D BC B A A A A A A :75.0 BCD BCO BCD. BC &8C AB A A 75A. B.CD BC A A A A A A 80.0 BCD kBC O A.BC D A8C• 8.e A A. A 50.0 BC B A A A A A OSA BCO BCO BCO - ABC. B A. A A 55.0 BC A A A A A A Q10 BC0 BCO BCA BC A A A A 90.0 ABC A A A A A0&0 A.B,C 0 AB CLD A9,CA A,8 A A A A 95.0 __m'C A A A A A 1000 8,C.0 A C D 8CD AB,C AB;C K A A A A 1000 BC A A A A 105,0 BC,O B,C.O ABC A,BC 8 -A A `A A A IDSAB A A A A - - - 110A BCD 940 ABC ABC A A A A' A A 110;0 A A A A 115.0 BCD BCD ABC 'C A A A. A A A 11&0 A A A A 120.0 BC,D BC ABC B A A A A A A 120.0 A A A A 1254 AB.0 AB. &BIC A A A A A A A 125.0 A A A - - - - - - 13" D AB A.B.0 A A A A A A. A 1304 A A A - - - - - - 135.0 AB,C.0 A,%C A,B,C A A A A A A - 135.0 A A A 140.0 B C O B C B A A A A A A - -140.0 A A A - - - - - - 145.0 &B: 0 68C A B A A A A A A - 145.0 A A. A 150.0 8C0 1..0IA A A A A A - - 150.0 .A A - - - - - - - 155,0B C 8 A A A A A A - - .153.0 A A - - - - - - - - 150.0 BC H A A A, A A - - - 150:0 A A - - - - - - - ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT TZ EXPANSION.ANCHOR W/2 1/2' Min. EMBEDMENT*& 5' Mtn. THICK POURED CONCRETE (('c = 3000,psi) B 3/8"mx1 1/4" POWERS CALK-IN ANCHORS W% 1 1/4'Min, EMBEDMENT*TO POURED CONCRETE Q'c a 3000 psi) & MACHINE SCREWS C 1/4`®x3/4" ALL POINTS SOLID-SET ,a ANCHORS W/'7/8' Min, EMBEDMENT*TO Q. ,fA A;T/ POURED CONCRETE (f'c 3000 psi) & ,11 ,r 1/4'0-20, 18--8 STAINLESS STEEL MACHINE J •�C s"'•�'� FLORIDA BUILDING CODE(Non.High.Velocity Hurricane Zona) SCREWS, 44imf 02017 XTECo INc. auau+en D '5/16-0 ITW/BUILOEX TAPCON ANCHORS W/ .tj }� Natfjlus La. Ro(llngShotwr08/24/17 2 1/4`Min..Eld6E0MENT*TO POURED % ' Z:T0 circ EXPERT SHUTTER SERVICESINC. DAVE CONCRETE (f'e = 2899 psi) •• '11 T7LLIT ttSTING h ENOINEERINO'COMPANY •'� 11 E»�+"q,�"(»> i`�1w. f>r80" =>cS1 y160 1628 S.W.BILTUORE STREET 17-244 * '••••,• 1t1 amTM 0.9.0.4Lcum PORI ST.WCIE.FL 74084 ORA'M W EMBEDMENT IS BEYOND ANY Fl.00R/CEILING FINISH "' �NqL�� 111 ®-aaa671a r„onro taco)i+>,-sme.FAX' 72211171-OM 1 WALTER A nLl�Jr.P.E. r.r �a wa rtar TEEM P.E.S� S"(Ci E/DATE CoA L>c. 44167 m�.a.i /ure sxirr zT.or2e SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(D:s.f.),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&.A MAX.MULLION SPACING(FT)" SPACING(ft)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) UAK WAX YA)OYIIL ©4k8')T1l4"MULLION G7 4k8")(114"MULLION G2 4'xTx114'THICK(378'FLANGE)MULLION DE80N mmm ©4'XB'X114"MULLION Gt 4'M"Xl/4"MULLION G2 4'x77Af4'THICK oE5a11 SPACM I I.RANGE)MULLION PATM WADING ( f ( a ORIENTATION#1 ORIENTATION 2.( ORIENTATION 01 ORIENTATION 02 ORIENTATION. 1 W ORIENTATION.02 (Pa-fa' (R)" _ORIENTATION 41 44ti ORIENTATION 02( ORIENRATION. 1 W1 WEf(TA110N 2 ORIENTATION#1 END I INTERIOR END I URERIOR END 04TMOR END INTERIOR 'END END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END, INTERIORENO' INTERIOR 3010 2W-O' 7-10" 9'-8" 7'-3' 12'-0' 8'-4' 'f 0'-7' B'-O' 12'-8• 9'-8' 7'-6' 12'-8' 30.0 20'-0' 7'-10' 9'-B' T-3' 12'-0' 91-4' 10-7' 8'-01 12'-B` 7'-1' 12'-d' 3810 20'-0'- -7'-$ 9'-3" B'-9" 11'-5" B'-B' 10'-0' 7'-7' 12'-8' 8'-11' 6'-11' 12'-6' 36.0 20'-0' 7'-4' 9'-3' 8'-9' W-5• 8'-8' 10'-0' T-7' 12'-6' 6'-it' 12'-8' 404. 20'-0' 6'-10' B'-101 0'-4' 10'-1' 6'-1' 9'-7` T-S' 12'-6' a'-5' S'-6' 12'-6' 40.0 20'-0' 8'-10' 8'-10' 6'-4' t0'-11' 8'-1' .9'-0' T-3" 12'-6' v-B' 12'-8' 40.0 20'-0' 6'-0' 8'-8' •0'-6' 10'-6' 7'-8' 9'-3' 6'-11` 12'-8' 7'-11' 6'-2' 12'-6' 484 20'-0' 6'-6' B'-8' 6'-8' 10'-6' 7'-8' 9'-3' 6'-11' 12'-8' 6'.-2'. 12'-8" 80A 20'-0' 6'-2• 8'-2' 8'-0' 9'-11` T-4' 8'-11' 6'-7• 12'-6' .7'-4' S"-11' 12'-8' 50.0 20'-0' 6'-2" B'-2- B'-0' 10'-2' 7'-4' 81-11* 5'-3' 12'-6' 5'-11' 12'-8' B84 20'-0' S'-11" T-11' S'-9' 9"-0" 0'-6' 8'-7- 0'-S 12'-4' S-B- 5'-7' 12'-6' Me 20'-0' 5'-11• 7*-11' V-9' 9'-10' 7'-0' '8'-7- 4'-10' 12'-4' 1'-7' 12'-8' 8010 19'-5' 5'-8' 7'-9' 5'-0' 8'-8' 6'-4' 8'-61 6'-2' 12'-0" 6'-4' S-6' 12'-6' 50.0 19'-B' S'-9' 7'-9' W-8' 91-8" 6'-10' 8'-6' 4'-11' 12'-0' 5'-6' 12'-8" MIT 16'-v 5'-9� 7'-9' S'-4' 8'-4' 6'-4' 8'-4" 6'-2� 11'-10' fi'-4' S-6 72'-8' 58.0 IB'-{' S'-9 T-8' S'-{' 9'-T 6'-10` 8'-5' 4'-8' 11'-f0' S'-6 12'-6' "A W-4' S'-9' 7'-r 5'-4' 6'-2' V-3, 8'-2' 8'-2- 11'-9' 6'-3' 5'-6 12'-6' 70.0 17'-4' S'-9' T-8' 5-4' 9'�-6' 5'-10 8'-4' $-8' 11'-9' S'-6 tr-8" 760 18'-6' 5'-9' 7'-7' -W-4' 8'-0' 8'-3' e'-0' B'-r 11'-7' 6'-31 5'=6 12'-5' MO 16'-8' S'=9' 7'-7" 5"-4' 9'-5' 6'-10' 1'-3' {'-8" IV-7- 5'-6 12'-5' 804 1B'-9' S'-9' 7'-r 5'.-4' T-10' B'-3' 7'-10" 0'-2' 11'-6' 6'-3' S'-6 12'-4' 00.0 15'-9' 5'-9' 7'-7' 5'-4' 9'-4' 8'-f0' .8'-3` 4'-8' 11'-6' 5'-6 12'-4' B&O 15'-0' S'-9' 7'-0' S'-4' 7'-9" C-3' T-9' 0'-2" 11'-5- 6'-3' S'-6 12'-3 B6.0 I5'-0" S'-8' 7'-7" 5'-4' B'-3" 6'-10' W-2' 4'-8' 11'-5" 5'-8 12'-3 90.0 14'-2' W-10* 7'-7' 5'-5' 7'-8' 6'-4' 7'-9' 6'-3'. n'-5' 8'-4' S'-7 12'-3 90.0 14"-2" 5'-10' 7'-7- 5•-5' IN 8'-11' 8'-1' 4'-10' 11'-5' 12'-3 95.0 13'-S' S'-10' 7-T S-6" 7-8 8-S 7-9 8'-4' 11'-5' 6-5' 9'-8 12'-0 954 13'-5' S'-10' 7-7 5'-B' 9'-J' 6'-11" B'-3' 4'-11' 11'-5' 5'-8 12'-3 1004 12'-9' S'-11' 7'-7' 5'-7- 7'-9' 6'-6' 7'-9' 8'-4" 11'-S' 6'-6" 5-9 12'-3 100.0 12'-9' 5'-11' 7'-7- 5'-7' 9'-3' 7'-0' B'-2' S'-0' 11'-S' S'-9 12'-3 10610 12'-2' B'-0' 7'-7' 5'-7' 7'-9' 6'-7' 7'-9' 6'-S' 11'-5' 6'-T 5'-9 12'-3 10&0 12'-2' 6'-0' 7'-7` 5'-7' 9'-3' 7'-1' 6'-2' S'-1' f1'-S' 5'-9 12'-0 11010 11'-71 6'-0' 7'-7` 5'-8' 7'-0' 6'-8' T-9' 6'-6' IV' 5" 6'-8' S'-10' 12'-3 110.0 11'-7' 6'-O' 7'-7' S'-8' 9'-3' T-2' 8'-3' 5'-3' III-5' 5'-10' 12'-3 115A 111-1' 6'-1' T-T 5-9' T-9' 8'-8' T-9' B'-T 11"-5' 8'-9' S'-ri' iR'-J 11610 . t1'-1' 6'-1' '-T 5'-8' 9'-3' T-2' B'-J" S'-4' 1175' S'-11' 12-3 120A 10'-8' I 6'-1' 1 7'-6' 5-81 7'-9' 6'-10' 7'-9' 6'-Y 11'-5' 6'-10' 6'-O' 12'-3 1 12010 10'-8' 6'-11 T-6` S'-9' 9"-3' 7'-3' B'-2' W-5" 11'-5" 8'-6' W-3 126.0 10'-2' 8'-2' 7'-7' S'-10' T-10' T-O' 7'-10- 5'-9" I1'-5' 7'-0' 6'-1' 12'-3 1280 10'-2' 6'-2' 7'-7' 5'-10' 9'-3" 7-4' B'-3' 1'-9' tt'-5' -1' 12'-3 130.0 9•-10' 6'-3- 7'-7' 5-10' T-9' 7'-0- 7'-9' B'-9' I1'-S" T-0' 6'-1" 12'-3 130.0 9'-10' 8'-3' -7 5"-10' 9'-3' 7'-4' 8'-2" 6'-9' 11'-5" V-1' 12'-3 1J6.0 B'-5' 6'-4' T-7- 5'-11` T-10' T-2' 7'-10' 8'-10' 11'-5' 7'-2' 6'-r 12'-3 1380 9'-5' 8'-4• T-7- 5'-11' 9'-3' 7'-S' 8'-3' B'-10' 11'-5' 1 8'-2' 1 12'-3 14010 B'-1' 6'-4' 7' 6'-0' 7'-10' 7'-3' 7'-10' 6'-11' It'-5' 7'-3' 6'-3' 12'-3 140.0 9'-1' 6'-4" 7'-7' B'-0' 9'-3' 7'-8' 8'-3' 6'-11' 11'-5' W-3' 1 12'-3 148.0 B'-10' 6'-5' T-8` 6'-0' T-8' T-4' 7-9' 8'-11' 11'-5" 7'-4' fi'-3' 12'-3 148.0 8'-10' 8'-5' T-B- 6'-0' 9'-3' T-b` 8'-2' 6'-11' 11'-5' 8'-3' 12'-3 16010 8'-8' 6'-8' 7'-7' 6'-1' 7'-8' 7'-5' 7'-9' 7'-0' 11'-5' 7'-5' 6'-4' 12'-3 15010 B'-6' B'-8' 7•-7' B'-i' 1'-3- 8 '-3` 7'-7' 8'-2' 7'-0' '-6' 8'-4' 12'-J 16010 8'-3' 8'-6' 7'-7• 6'-2- 7'-9- 7'-6' T-9' T-f' 11'-5' 1 7'-8' 1 '-5' 12'-3 ib3A 8'-J' 6'-e' T-T 6'-T' 9'-3' T-8' B'-2' T-1' 11'-5' 6'-S' 12'-3 160.0 -8'-0' 8'-7' T-8' "-2' T-9` T-T T-9' '-2' 11'-5" T-T 8'-6' 1 100.0 6'-0' 6-7" T-6' 6'-2" 91-3' T-9' 8'-25 '-2` 1 11'-S' r-B' 1 12'-7 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION w I I 2 INTERIOR .......... Rq ' I MULLIONU104 S ✓ FLORIDA BUILDING CODE(Noon High Velocity Burrieane Zone) 'S• E S. om,rmlEco,Nc Nautilus -- MULLION Ra1ffNgSlluffar wu 03/24/17 MULLION SPACING:"S" ', �:Y I L ECO 4xc TE +`� TILLIT TESTING a ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. /Y'R@' + SS•'•'`�(. 71 e,5s a...xa.n.sv:wt,vaso eumewt n.Uue 1626 S.W.B4.INORE STET ew.r0m�lel,-,ao. r..favM11-,sN PORT ST.LUCIE.FL 34984 1 -244 all.tat taleco0col.cam PHONE,(coo)749-905.rm(777).071-0090 ORAWWO No ......Fif DO WILTER ti 7IllRI9 P.E. an.r mora as m.r aoeo,o, ,art P.E. SEAL/SIGNATURE/DATE FLORIDA Lk.0 44167 SCHEDULE 1b SCHEDULE 2b FLOORTO CEILING(rWQED)MOU(J',INGMAX.SPAN(0)FOR END AND INTERIOR MULLIONS FOR AGIVEN WALL MOUNTING MAX:SPAN(FTIFOR ENDANDINTERIOR MULLIONS FORAGIVENAS.D. ASID.DESIGN PRESSURE RATING Ws.t),&A 12.61"MAX.MULLION SPACING(a) DESIGN PRESSURE RATINGSP.S.F.),&..A.12=G°MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(ET) MAXIMUM MULLION SPA ( / , MAX oAID. uMAA>4M Q 4.4-XI/4'MULLION Y 4"x8'x1/4'MULLION V 4'xTzV4'THICK(318'FLANGE)MULLION > M141M QG 4'x8'k1/4`MULLION Gt 4"x85N/4'MULLION 628 44xxni HIICK- IRBaION S AAC21D SPxk10 ( ION 't�.r -ORIp(TATION 1 R7- N 2: ORIENTAT(OH 1 ammmWN/2, 0 0MO4TATWN 1 ORIENI'AT10N/2. tP�a • OREMAl10N/t' - ORIENTATWN Z ORIENTAYWN + ORIENTA710N>j2( ) ORIENTARon i2 ENO -INTERIORW=OR' END INTERIOR ENO INTMOR ENO END INtEMOR END -INTO WR- END WTEM ENO INTERIOR END 9RDIOR ENO WTEWOR. 30.0 12'-0 111-71 1'.-8. 12'-S' 12'-9' 12- I O-7' 12'-6' N'-Y' 127 6' ]0.0 --12'-'0- B-0 i 1-8' 9--g- 12'-G- 2'-6' 12-8' -10::7.-- 12'-6 11-3 12'-S' 3aA 12'-0• 10'-7' IO'-it' 121-8' 12'-6' it'-11' 10•-W 12'-6' 12'-0' 10'-4• 12'-6• 360 12`-0' V-2• 10'-11' 9'-2' 12'-8' 17-8' 11'-11' 10'-0'. 12'-6' 10'-4' ffi'-8• 40A .+2•-D' '9'-10' .10•-J' - 12'-8' 11'-8' 11•-4' 9`-4• f2'-6' 11--16- B'-7•- 2'-8• 40A 12'-0' W-9^ t0'-S' 6'-B' 2!-6' 11'-8• 11'-4' -l7 Y2'-6' B'-7' 12'-B' 40.0 12'-0• '9!-3' f0'-1' 12'-S" 1D'-1Y' 10'-il' 9'-Y 12'-8' 11'-2' 0'-0' 12'-8' 4aA- 12'-0' 8'+4' 0'-1' 8'-4' 12'-9' f0'-11' 10'-it' 9'-T 12•-8• B'-0• 12'-8' acm 121-0' A,-9• 9'-B' 12'-9' 1D'-4' 10'-7' 4'-9' 12"-6' 10'-T 8'-4' 12'-8' eao 12'-0' 8'-1' 8'-8' 8'-1` f2'-0' 10`-4' 10!-T 8'-0• 12!-8" W-6' 12'-8' WA -t2'-4'- W-V 9'-5" 11'-8' 9'-10' 10'-3' 8'-6• 12'-6' 10'-11 B•-1• 12'-8' 1160 12'-0• 7'-10• 9'-S• 7'-f0' IV-6'. 91-101 10'-3' 8'-6' 12'-8" 8'-1• tY-6• am 12'-0' 8'-0• B'-2' 11'-e 9'-5' B•-Yi• W-3' 12!-4' V-7' 7'«91 12'«6'. '60:0 12'-0' 7'-8' 9'-2' T-6' 11•-4' 9'-7 91-11• 81-31 12•-8' T-9' 12'=6' a" 12`-0' -71-8' W-11' Y-2" .1'-0` 0'.-.1' 9'-B' - 8' 60.0 12`-0' T-2' 8'-11' T-2' 11'-0* -91-11 9'>8' 8'-0" 12`-8' T«S' 12'-6' 70.0 14•=0' T-4' 8'-B' 91-I1` 10'-9' B'-9• '9-5' 'T-19' 12'-8• 8'-11' 7-2' 72'-6' 7W 12'-0' 6•-11' 8'-a' 8'-11' 10!-9' 8•«9' 9'-S' 7'1-10 12'-B' 7'-2• 12'-8• 7&0 12'-0' 7'-1• 8'-8' 0'-B' 10'-8' B-S' B'-3' .7'-8" 12'-8' 6'-T 6'-11' 12'-8' 7aA 1Z'-0'- .8'-8' '8'-6` 8'-0' 10'-6' B'-5' B'-3' T-0' 12'-8' 6'-11" 12'-8` -a"D - 12'-0' 6'-11' a'-4' V-5• 10'-3' EI'-2'. 9'=0' 7'-S' 12'-s• 8'-4' 6'=8' 12'-8• •110.0 12•-0• 8'-S' 8'-4• 6'_S• 10' 3• B'-2' 9•-o• 7'-5' 12'-e• 8•-8' 12'-8' F460 12!-0' 8-8' a'-2• 9'-9' '-11' B'-f 0' 7-2' 2'-8'. a'-1" 8'-8' 12'-8• aSA 12'-0' B!-3' 8'-2' '-3' 10'-1' T-4.1' a'-10' T-2' Y2'-4• '-6' 42'-6' 1pA 12'-0• 6'-9' 8'-0' 8'-i' 9'-2' Y-8' 8-8' T-0•. 12'-S' T-110" 8'-4' 12'-8' 90.0 '12'-0• •B'-1' 8'-0' 8"-1' 9'-I1• 7'-8' W-8` 71-0' 12'-S• 8'-4' 12'-8' B6A 12'-0• .F-4' 7-10' 81-11' a-9 T-5' 8'-6' W-10' 12'-1' T-S' D'-Z" 12•-4` a" 12•-0' S'-N' 7-10' S'-tY V-B' 7'-4' tT-6' 6'-10' 12•-1• 6'-2• 12'-8' t00A 12"-0' 8'-2` T-8• S`-9' 0'-3` T-9' 8'-J' ':8'-8' 11'-9' 71-0' 8'-0` 12'-8' 100.0 12'-O' 5'-9` 7`«B' S'-9' 9'-T T-4' 8'-S' 1060 12'-0• 6'-0' 7'-7' 11'-8' ::i W-8• 1-0, 6'-6' 111-6• 6111• 5-+0' 12•-4• 1 1064 12'-6•, S'-8• 1 7•�7` 8'-9' 'd• 7'_• '-3' 6`-3' It'-8` 5'-10' 1 12'-4' SCHEDULE 16' (UMITED LOAD.MULLION SPACING&SPAN INSTALIA'TION) SCHEDULE 2b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) FLOOR'TO CEILING(TRAPPED)MOUNTED MAX:SPAN(if)FOR END&INTERIOR MULLIONS FORA WALL MOUNTED MAX.SPAN 1(D FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D:DESIGN PRESSURE(ps.L).AND FOR t 2'6P[CASE 11&1114 CASESia 8111 MAX.MULLION A.S.D.DESIGN PRESSURE RATING(p.9.f.)•AND FOR 12'-p(CASE i)&a'6)'(CASE IU MAX. SPACING(R)• MULLION SPACING IN) MAXIM M MULLIO SPAN MAXIMUM MULLION SPAN t WX G 4W x)14'THICK Gt 4'x8'x414'TH[CK Ci3.2'xTx114'THiCK UAX G 4 x11 x714'THICK G1 4'x8'xll4'THICK G3.2'xTxild'THICK A sA • W LION xsolwpN DES W>v+R6R MULLION MULLION A1UtLiCN 14AfUIIDEI DESIGN MULLION MULLION MULLION i1111tlON G�Efi SPACING Dr i/03�tWxrt i2 9REMATAB it ORtMA1m 11%EE W9N! O MMM#1*EGA= `�� RAP �� AT0f1 it oRDa)t i'ZMAIDN 110ft911ATiCN Jl Owfm i 2RF4(IAY m it Own=12 (WP-04 ` (fit Ot fast twit {0)t (3it (D)t END tt> d ("� tit' {0)t fit talc Mt 44t (0)t END I INTERIOR END INTERIOR INTERIOR END IMMOR MULLION END I INTERIOR END fNMOR NTEPoOR END IfRERIOR 30.0 12-D' - 12'-8' 42'-B' 12'-6' t2"-4' - 11•-0' 1 30.0 12'-G` - 12'-a' 12'-8• 12-8' 12'-6• 36.0 12'-0• - 12'-8' 1121-8' 11'-11• 12'-6' - 11'-O' 1 I 3&0 12'-0' - 12'-6" 12'-6' 11'-11' 12'-6• 40.0 12'-01 12'-6' 111-8` 11'-4' 12'-6' - Y1'-0' a 1 l 40.0 12!-0" - 12•-8' 11'-8` 11•-4' 12'-6• 2 41L0 12'-0' - 12'-6' 10•-11' f0'-11` 12'-6' WE1 4110 12'-0' - 12'-5' 1D'-11• 10'-1t' 1Z'-8' - tt'-0' �IF' I I - a0.0 12'-0' - 12'-0' 10'-4• t0'-7' 12'-6` 11•-0• ! INTERIOR DISE r aD.O. 12'-0' Y2'-0• o'-a• 10•-7• 1z'-4^ III-1), IMULLIONWA 12'-a` - 11'-a^ s'-to• to'-3• 1z'-s• 11-o• 60A 12'-0' - 11•-a' 0'-10• 10•-3' 12'-8' - 111-0' I 60A 12'-0' - ri'-4• 9'-0' V-11' 12'-6'' - 1+1-0' 111-4' 9'-5` 9'-11' 42"-6" - 11'-0' I aan 12'-0' - 11•- •-4' •- '- 110E 12'-0' - 1 !-' 9'-4` -1• 12'-b' - 1'-9' .. JOA B'-0• - 9'-0' 9'-0' 8'-0` - 8-0 9'- 3A0 8'--0' - 12'-0' l2`-6' 42'-6' tZ'-6` - 1 11-0• •S• a •S• app a,-0, - B•-0•, 8,-0• 0•-0• g•-0• _ B•-d• W 0 8'-0' - 12'-4' Y2'=8' 12'-S' 12'-6' 11'-0' 40.0 8'-0• V-D' V-0' 91-0' 9'-11• - 9-11• 400 W-0' 121-6'. 12'-6' 12-6" 12'-8' - 11'-0' MULLION SPACING:"S" 460 B'-0' 9'-0` 9'-0' 9'-0• e'-o' 46.0 a'-0` - f2'-87 12'-8` 12-6" 12'-8` - 'T'-O` 50.0 9'-0'0&0 - 9'-0' 9'-0' 9'-0' 0& 0. 61-D• - 12'-6• 121-6' 1Z'-Y 12'-8' - 11'-9' WA 8'-0' 9'-0' B'-0' 9'-0' 9'-W 9'-O• W 9 $,-Do2'-e' 12'-6' .11'-8' 12'-e• - 11'-0• •MAXIMUMMULLION SPACING SHALL BE SUCH a9A 8'-0', - IX-2' 1Y-2• 11'-6' 12'-Z' - '11'-0' 0. a0A 8'-0' 9'_0• 9'-0' 9'-o' 9•-0• V-O• 610E 'e'-o• - 3'-0' 1M-W 11'-4' 12'-0' - "-D' THAT:MAX.`ALLOWABLE'SLAT SPAN FOR THAT B'-o' - 9'-0• 9'-D' e•-o• 9'-0' - s'-o' Sao 8'-0• B-o• 9-0• 9-9' 9-0• B-o' DESIGN LOAD SHALL NOT BE EXCEEDED. �D a'-o` 9'-0• 9'-0• 9!-a• B'-a' - B'-o' 360 B'-o• - 9'-n• 9'-0• B•-a` 9'-0• - 9•-0' 7110 6"+0' 9'-0` W-D• 9•-a• 9=8' MULLION ORIENTATION IS AS SEEN FROM THE eDo a-0' - B'-0' 9'-D' s-o• 9!-0' - 9'9' 40.0 9'-0• - 9'-0' 91-w 8 8'-0' - 9'-0' t 9'-0• 9'-0' 9'-0' $'-0' 460 a'-o• - 9'-0• 9-0• 91 0 9'-0' - VZ OUTSIDE(EXTERIOR).OF,2Rt]p I 'T B'-0' 9-0` B 0 9'-O` - 9'-0' 1I�' V BBA 8'-0' - B'-0' 9'-0• 9'-0' 9•-0• 66A 8•-0' - 9'-D' 9-0' 9'-0' 9'-0' - 9'-0• 11 � ,1 �/•• am 8'-0' - 8'-0' 91-0' 81-0• 9•-0` 0►SE11 aD.O B'-D' 1.444 �t•�•,•{.1CR`Al 'S 1060 - - D'-O' 8'-0' 9'-D' g'-0' - 9'-0• 66.0 8'-0• - 9'-9' 9'-0• 9'-0• 9'-0' - 9'-0'. �1 J' tCy;�50% FLORIDA BUILDING CODE(Non High Velocity)3urricone Zone) 8'-0' 91-W -0' 9•-O' 102017 TILTECA INC, rt GRAM M. 8'-0' Ent-. 9 g'--0' 8r TNauMil us L48- 9' 0' 3 • 8'-0' 9'-0' ry ; RoWnyShudersydtah: Ce/24/17 7 B TL E�0e.a" B'-O' �- 9•-0' 7 4 • 9'-0' - 9'-0' • TiLL1T TESTING h L'NOINfiERINC COMPAIf EXPERT 'SHUTTER SERVICES INC. ��B'-o' - 9'-' 7'-a'• 9'-O' - ='�,s/•� /,�;.y„ �, 1 e's'N'•:a0w N n,x11•vase+•iNG COMPANY n SNA 1626 S.W.MTNORE SMES'f 17-244 'NOTE WEDGE IF ANCHOR OLT ANCHOR ONS)SCHEDULES 1 G HUS SH SCRET 1EW OR POWERFASTENERS, /qL E �p� ')I)7 •'"" ate- I ff EB is wm''m ( f TST_ Ort. (3Tf418�-sy�a pPArOta Ne +' WDA L1Eq A 71 Jr.P.E. '•"."' oumrm. m.a un. o�rroo. P,E, SEAL/SiGNATURE/DATE 4A.UC "167 an wore . 1 1 < Skdv 2s or 28 a b t SCHEDULE1c SCHEDULE2c FLOOR TO CEILING,(TRAPPED,)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.&D.DESIGN PRESSURE RATING(P s.f.l:& A T-0"MAX.MULLION DESIGN PRESSURE`RATING(P.S.F.),& AND T-0"MAX.MULLION SPACING SPACING(ft)* FT * MAXIMUM MULLION SPAN(F7); MAXIMUM MULLION'SPAN(FT) Wx mm 0A&D. MUM Q4"k8'MWMULLION Gt 4''x8"xtl4"MUWON, 0.4WW/4'T14ICK(M'FLANGE)MULLION r ©4W'k1/4"MULLION Gi 4"xB"x1/4'MULLION G2''4'xrxif4'THK.IG IIIULUON FLANGES MULLION (O�Ea 0 .Ofi4FNTATiON. 1 `ORIENUTION 2: ORIENTATION t= ORN]tUT70N- 2 OTDEPRADO?l. i ORJENTATON/2a ( ORIENTATOK T- ORIENTATION 2. ORIENUTiON 1 ORIENTATION-/2. DRIENTATIOk 2 ENO INTERIOR END INTERIOR, END1NMMMIt END INTERIOR END END IYfERIOR END INTERIOR END .INWfilon END: INTERIOR` END Ifm1OR .ENO. INTERIOR 30.0 7-0' 12'-V 12-6' 12--8' 12'-81 12-8'- 12-8' 12-8' •12-8' 12'-6- 12--8 *2-8 T-0' 12'-8' 12'-8' 12`-B' 12'-8' 12-6' /2'-8' 12'.8'. 12'-.8' 12-8' 12-6' 36.0 7'-0' 12'-6' t2'-8' 12'-8' 12'-6'. 12'-8` 12'-6' W-8' 12'-6' 7T-8' 12'-6' 12'-8' '-0`' 12'-6' 12'-6' 42'-8' 1T-6' 12'-B' 12'-6' 12'-6' 12'-6' 12'-8' 12'-8' 40.0 T-0' 12'-8' 1Z'-8` 12'-8' 2'-S 12"-6' 12'-8` -2'-6' 12'-6' 12'-6' 12'-8' 1T-B" 7'-0' 12'-S' 12'-8" 12'-5' 12'-S 12'-6'' 12'-8' 12'-6' 1T-8' 12'-8' 12'-6' 4&0 7'-D" 12'-6' 12'-0' 1T-8' 12'-6' 12'-8' 12'-6' 12'-8' 12'-6' 12'-8' 12'-8' 12`-6' '-0' 12'-S* 2'-0' 12'-6' 12'-6' 12'-8' 12`-6' 12'-6' 12'-6' 12'-B' 12'-6' 50.0 7'-0" 12'-8" 11'-7' 2'-8' .12'-6' 12'-B' 12'-6' 12'-8' 12'-8' 12'-8` 12'-8' 12'-8' 7'-0' '-6' 11'-7' 12'-8' 12'-6' 12'-8' 12'-6' 12'-8' 1T-8' l2'-6' 12'-6' 56A 7'-0' -12'-B' 11'-3' 12'-6' 12'-6' 12'-6' W-3' 12'-8' 12'-6' 12'-6" 12'-8' 12'-8' 7'-0' 12'-8' 1 '-3' 2'-8' 12'-6" 12'-6` 12'-3' 12'-B' 12'-8' 12'-8' 12'-B' 60.0 7'-0' 12'-8' 10'-11" 1T-8' 12`-e` 12'-6' 11'-11' 12'-6` 12'-6' 12'-6' 1T-6' 12'-S 7'-0' 12'-6' 10'-11" W-6' 12`-6' 12'-8' 11'-11' 12'-6' 12'-6' 12'-6' 12'-6' 6" 7'-0' 12'-6' f0'-8' 12'-1' 12'-6" 12'-6' 11'-7' 12'-6' 12'-8' 12'-5' 12'-6' 12'-6' 7'-0' 12'-6' 10'-8' 12'-1' 12'-8` 1T-6` 11.7' 12'-6' 12`-8' 12'-6' .12'-8' 70A. 7'-0' 12'-6' 10'-5' W-6' 12'-8' 12'-6' 11'-3' 12'-6' .12'-6' W-B' 12'-6' 12•-6' 7'-0' 12'-6' 10'-5' •11'-6' 12'-8' 12'-6' 11'-3' 12'-6' 12'-6" 12'-5' 1T=6' 760 7'-0' 12'-1' 10'-2' 10'-il" 12'-6" 12'-6' 11'-0' IV-11' Y2'-8'. 12'-B" 12'-8' -12'-8' T-0* 12'-1` ID'-2' f0'-11" 12'-6' 12'-6' 11'-0' 11'-11' 12'-8' 12'-6' 12'-6' 8" 7--0' 11'-8' 9'-11' 10'-6' 1T-4' 12'-6' t0'-10' 11'-5' 12'-8` 12'-6' 11'-11' 12'-8' 71-0' 1T-8' .9'-11' f0'-B' 12'-C 12'-8' 10'-10' 111-5' 12'-6' 11'-11' •12'-6' 85.0 7'-0' 71'-0' 9'-9' 10'-2' IT-I, 12'-8' 10'-7' 11'-0' 12'-8' 12'-6' 11'-4' 12'-8" 7'-0' L'-' 9`-9' 10'-2' 12'-1' 12'-8' 10'7' 11'-0' 12'-8' '-4' 12'-8' 9" 7'-0' 10'-7' 9'-T 9'-10' 91'-10' 1T-5' 10'-S 10'-8' `12'-6' 12'-2' 10'-10' 12'-8' 7'-0' 70.7' 9'-7` 9'-10' 11'-10' 12'-S' ID'-5' 10'-8' 12'-8' 10'-10` 12'-8' OLD 7'-0' 10'-Y 9'-5' 9'-6' 1'-7' 11'-11' 1D'-2' 10'-4' 12'-8' 11'-9' 10'-S' 12'-6' 7'-0' 10'-2' B'-5' 9'-8' 11'-7' 11'-11' 10'-2' 10'-4' 127-8' 10'-5' 12'-6' .100.0 7'-0' 9'-10' 9'-3' 9'-Y 11"-5" Tt'-8' 10'-0` f0"-1' 12'-e' 111-5' 10'-1' 12'-8' 7'-0' 9'-10` '-3' 9'-3' 11'-S' 11'-6' 10'-0' -10'-1' 12'-6' 10'-1' 12'-6' TOLD Y-0' 9'-8" 9'-1' 9'-1` 11'-3' 11'-2' 9'-10' 9'-10' 12'-6' 11'-1" 9'-8' /2'-8` T-0` 9'-8' 8'-t" 9'-1' 11'-3' 11'-2' 9'-10' 9'-10' 1T-6' 9'-B' .92'-8' 110A. 7'-0" 9'7'. 8'-11' 8'-10' 11'-1' 10'-10' 91-9' 9'7' 1T-8" 10'-9' 9'-S' 12'-8' T-0' 9'-3' B'-it' 8'-10' IV-1' 10'-10' 9'-8' 9'-7' 1T-8' 9'-S' 12'-6' 118.0 7'-O' 9'-01 8'-10` 8'.-7' 10-11' 10'T 9'-7' 9'-S ,12'-6' t0'-5' -8'-1' 12'-8` 11&0T-0' 9'-0' 8'-10' 8'-7' W-111 10'-7' 9'-7' 9'-5" 12'-8' 9'-1" 12'-8" 120.0 T-0' 8'-9` 8'-8' -8'-5` 11)'.-8' 10'-3' -9'-5' N:4' 12'-6` iD'-2' "9'-10' 12'-8' 120.0 T-O'- B'-9' 8'-8' 8'-5` 10`-9' - �10'-3' 9'-5' 9'-3' 1T-6' 8'-10' 12'-6' 128.0 T-0' B'-6' 8-T 8'-2' 10'-T 10'-0' 9'-4' 12'-8' '8'-11' 8'-T 12'-8' T-0' 8'-8' El'-T 8'-2' 10'-T 10'-D' 9'-' 9'-1' 12'-8` 6'-T 12'-8' 130.0 T-0' B'-{' B'-5' 8'-0' 10'-8" 9'-9` 0'-2` 1Z'-6' 8'-9' 6'-S' 12-8' T-0` 8'-4' 8'-S' 8'-O'" 10'-6' 0'-8' 9'-Z' 8'-11' 12'-S B'-5' t2'-8' 133.0T-0' 8'-2' 8'-4' 7`-8' 10'-4' 9'-T .8'-1' 12'-8` 9'-8' 8'-Z' 12`-8" T-0' 8'-2' 6'-{' T-9' f0'-4' 9'-T D'-Y 8'-9' 12'-6' 8`-2` 12'-8' 10.08'-3' T-7' f0' 9'-4' 9'-0` 12'-0' 9'-4' 8'-0' 12'-8'. T-0' 8'-0' 8'-3' 7'7` 10'-3' 9'-4' ' ` 8'-7' 12'-6' 8'-0' .12'-8` 11&0 T-0' T-10' 8'-2' T-5' 9'-9' 8'-2' B'-10' 12'-8' 9'�2' 7-10' ' ' 7'-0' 7'-10' B'-2' 7-5' 10'-1' 9'-2' 8'-10' 8'-6' 1T-8'150.0 7'-0' 7'-8' 8'-1' 7'-4' 9'-5' 8'-0' B'-9' 12'-8' 8'-11' 7'-B' 12'-8' - T-8' 8'-1' ' ' ' 9'-0' B'-9' 8'-4'1 0 7'-0' 9'-6' 8'-0' 7'-2` 9'-2' B'-10' 8'-8' 12'-5" 8'-9' T-8' 12'-8' 155.0 7'-0' T-8' 8'-0' T-2' 9'-10` 8'-19' B'-8' B'-3' W-5' 1 5' 12'-8' 16QA T-0' T-4' T-11' T-0' B'-f0' `-8' 8'-T 8-11 '-2' 8'-8` 7'-S' t2'-8` '-0` T-1 ' T- 'MAXIMUM MULLION SPACING SHALL 8E SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN'PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OPPRODUCT. NO MULLION 3 7 f ' INTERIORArI/ I I MULLION s I � .07�YV'9.x8 ,'T'c: FLORIDA BUILDING CODE(Non High Velocity Hurrkone'Zone) AAJ z :1 e2e17 Tat>cD INC. Nautilus o Dr MULLION SPACING:"S*' � � 1 RouGigShvHarSyetem oa�z4>17 II. E C O enc. EXPERT SHUTTER SERVICES INC. ` -a. � il'• 1\\ 71UJ1 TES71N0�6:ENDINEER7N0'004PANY 1 u s Kr.Iu.s sa,x rr..T.A va0ea n 171a 1626 S.W.67LTNORE STREET 17-244 +. •• •'� 1 Poon.,(7W1411-i71o.rn a 0ae)In-101' PORT ST.LUCIE.'FL 34984 e-AFH-00067191Xm NONE,,R GJ 740-BM9.VAO(7717 071-0'JCD Malik No WALTER A. Jt.P.E. s7'x. mane ua n.r aaa;rtnl wa PZ,SEAT./Si DATE FLORIDA tc. u167 M.S. U. . WC11 281K 26 S- 4 4