Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSn ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: I �tO oac& SGANlvl BY �+ St. Lucie County Building Permit Application Planning and Development services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSEDIMPROVEMENT LOCATION: Address: ZZ e lit_ Lam QIrIw - Fi e,-Ce , P) ,9 1 ,1 Legal Description: P2V'10 Pp)- v Yes - �1 I' aSe- �0 - ( PJy-�a ) �+ 1//2- ( QIL a0 SS-2o90° 2�9J -/02,Z 34OZ-7al ; 3yzS-zsy,-3ySy-zz Property Tax ID #: 13 - S-02- - 0162 - 00 0_ 5 Lot No.�- Site Plan Name: MQZ_f i 12- Block No. Project Name: N A % j+d77— Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: �N sTPLLj�-n ONE L �� �oo,� CONSTRUCTION INFORMATION: Additional wor to e e orme under tispermit-c ec a apply: �HVAC ff Gas Tank []Gas Piping Shutters ❑Windows/Doors Electric 0 rs n—Generator Plumbing SprinkleRoof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ � -1 Utilities :nSewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Name: Address:—,;::- r-ln�) L�O-YXDY: Company: Shu hi5,1v�. City: �o� 1 er C� Zip Code: 3 9 9 S) Fax: Phone No. Sb 1 — tH 1 State: F) 0 J gZ \ 8 0\d- Address3 : I e i�-wa S U-) I `V City: exD Zip Code: '3Z9L.2 Phone No. — -7 State: V-1 Fax: 772-- J99 -1 C Li E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) E-Mail: ay u.rrt State or County License: Li , C� Li If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: BONDING COMPANY: _Not Applicable 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 the permit holderto 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 to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. f1�' C LUU�q�DK_Y s _ Signatu a of Owner/ Lessee/Agent Signatur o Contractor icense Holder STATE OF FLORIDA l STATE OF FLORID COUNTYOF JX`h�aC.a. COUNTY OF l�>,4�fl The forgoing instrument was acknowledged before me this 1) day of �w 20 Sby person of Notary Personally Known _ Type of Identification Commission No. Revised 07/15/2014 The forgoing instrument was acknowledged before me this,L day of o�i,,sr.>_ . 20 L by person of Notary OR Produced Identification V Personally Known Iced Type of Identifical 66ZLLI Al # uolSslwwo3 epuold to ale1S - oll9nd 61eIoN VM9NI VNMSVI No. ate of Florida I Produced Identification 66ZLLl �� -( '­W"Dapuog 0 sandx hwozoe Woo ephold to alels - ^ 3 ^Iu , dW REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Barbara Nazar 5722 Sterling Lake Drive Fort Pierce, FI.34951 OPENING WIDTH HEIGHT # 1 48" 153" RN.T. Hurricane Shutters, Inc. Iv AZ1k12 ` ar)�rOl 57), )� s+er)tLn LeA)��z Or 50v/ - 0 t elu, F1 3H9S) 1380 Old Dixie HWY. SW Vero Beach F132962 Vero Beach: (772) 794-1581 Fort Pierce: (772) 489-4630 Fax: (772) 794-1590 Specializing in Hurricane Shutters Business & Professional , r PoridaDepartrnentd MIS Home I Login I User Registrabon I Mat Topics I BuSines S Product Approval Professi nal 6USFR,Ppbiic peer Regulation Submit Surcharge ( Stats&Facts 1 Publications I Fee Staff 1 MIS Site Map I Links I SearN I PmEuct Avvroval Menu>ProEuttor Avvlirallvn SearcM1>Avvlica[ion LlS[>Appliotlon petals FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12246-R2 Editorial Change 2010 Approved !J Expert Shutter Services, Inc. 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Michael Helssenberg callexpert@aol.com Michael Heissenberg 1626 SW Biltmore St Part St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Michael Heissenberg 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com Shutters Roll -up 69 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. 0 Validation Checklist - Hardoopy Received Certificate of Independence FL12246 R2 COI EXPERT SHUTTER Certification of independence drwa 11-242.vdf Referenced Standard and Year (of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996, E-1886 2005 SECTION 1715.5.3 ASTM E-330 2002 Equivalence. of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12246 R2 Eauiv 09-210.pdf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/29/2014 10/27/2014 11/14/2014 11/17/2014 FL # Model, Number or Name Description 12246.1 Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R2 II EXPERT SHUTTER DRWG 11-242.odf Verified By: Walter A Tillit Jr., P.E. PE-44167 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +160/-160 Evaluation Reports Other: State Missile Level "D" wind zones 1, 2, 3 and 4 FL12246 R2 AE EXPERT SHUTTER Product evaluation report drwp 11-242.odf (basic protection only). Pressure rating: +30,-30 p.s.f. at 20'-0" span and +160, -160 p.s.f. at 8'-0" span with 1/2" Created by Independent Third Party: Yes slip. See sheets 15, 16 and 20 for additional pressures and spans. Back Nert Cont,d Us:: 19Q North Monroe Street Tallahassee FL 32399 Phone: 850487-1824 The State of Horde 6 an ANUO employe,. Coovrlaht 2007-2013 State of Flonda.:: Privacy Statement :: A cesslbllity Statement :: Refund Statement do released in response to a a personal address, please provide the Department with an email address whirl) ran the made Chapter 455, F.S., please cock hhem . Produat Approval Adepts: ® ® Ftal M CreditSAFE equesq do not send 7.1395, 'pursuant to dth an email address if If you do not wish to you are a IImnsee under L'- 1. NAUTILUS ROLLING -SHUTTER SYSTEM SHOWN .ON THIS PRODUCT EVALUATION DOCUMENT P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DACE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS -PER SECTION 1609 OF THE ADOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0,85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-1.0 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S,O) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WIi Ib0.i USED IN THEIR -ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE �N.D,S. 2005. NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH INSTALLATIONS OFOR-WIND ZONES 1, 2, -08 AS 3 & 4,1 MISSILE TYPE D 1AND ONLY-05 AAPPLICABLESTANDARDS. BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6,2.1.2 AND 8.3 OF ASTM E 1996-05. SEE NOTES �-a 'DIN SHEETS 19 & 20 FOR ADDITIONAL LIMITATIONS, 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. 4, ALL SCREWS (EXCEPT END RETENTION SCREW C)) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENG 6R CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018, ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5, BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980, 7. ANCHORS TO WALL FOR-® SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 30M p.sJ, COMPRESSIVE -STRENGTH. -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. -3/8"0-KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. A:1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 2 1/4" FOR 5/16"0 TAPCON XL ANCHORS &-2 1/2" FOR 3/8"0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED -EMBEDMENT. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4" FOR 5/16"0 TAPCON XL ANCHORS & 5" FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (B) TO 'EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL• ASTM C-90 -5/16"0.TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC, B.1) MINIMUM- EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4 NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. B.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16"0 TAPCON XL ANCHORS --INTO GROUT FILLED CELL CONCRETE BLOCK SHALL 8E?7.4 EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. B.3) IN CASE THAT-PRECAST'STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS -BE FOUND ON 'THE EXISTING -WALL OR FLOOR, ANCHORS SHALL -BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE -FIR -SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR SOUTHERN PINE.-#2 W/ G = 0.55 MIN. -5/16"0 TAPCON"X"L ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/2" PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C.2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. S. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. -3/8"00 1/4' CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4"0z3/4" SOLID -SET MANUFACTURED BY ALL POINT, INC. -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. -5/16"0 TAPCON MANUFACTURED BY ITW BUILDER, INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS iNDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT GROUT FILLED OR ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/8"00 1/4' CALK -IN 3 3/4" 4 1/2" 1 1/4" (3000psi)NOT ALLOWED 1/4"04/4" SOUD-SET 3" 3' 7/8" (3000 psi) NOT ALLOWED 3/8"0 KWIK BOLT TZ S. 4" 2 1/2" (3000 psi) NOT ALLOWED 5/16"0 TAPCON XL 3 3/4" 3 1/8" -2 1/4" (2899 psi) NOT ALLOWED- 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10. 11, 12 & 13. -KWIK BOLT TZ EXPANSION ANCHORS TO BE AS MANUFACTURED BY HILTI, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS-ARE BEYOND ANY FINISH MATERIAL, EMBEDMENT GROUT FILLED OR ANCHOR SPACING 0 100% EDGE DISTANCE @ 100% CONCRETE CONCRETE BLOCK 3/4"'A KWIK BOLT TZ 27" 9" 4 3/4" (3000 psi) NOT ALLOWED 11. THE INSTALLATION -CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN -IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK..AND SEAL SHUTTER TRACKS ALL AROUND FULL-LENGTH. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED - TO INURE PROPER ANCHORAGE. THIS -SHUTTER -SHALL_ONLY BE ATTACHED -TO -CONCRETE, CONGRETE BLOCK OIT-WOOD FRAME -BUILDINGS, 13. SHUTTER'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 TO. 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 15. (a) THIS P.E.D. PREPARED BY THIS .ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS 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. (c) THIS P.E.D. WILL BE CONSIDERED .INVALID IF ALTERED BY ANY MEANS. (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'ANO WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) RECORD THAT ALL B R HE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL -ENGINEER -OF PRET. 16. SHUTTE��-@@@���MMfi$ 'S LABEL SHALL BE LOCATED' -ON A READILY VISIBLE LOCATION .AT SHUTTER IN ACCORDANCE T (.1��'BF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING K Qjl„-11 1l r 8.2 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non High -Velocity Hurricane- #1 #2 43 .515' .542' .491' RIJ40• MASS' R1.e96' N� d^ N11 J89' -doll 070' Up ISIDE RA L * BOSS -TO ALUMINUMALLDY SCALE: 17=r #4 .570' bR194B' N .954' -MUST BE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM GLOW CLEARANCE-BETNEEWSCREW HEAD AND CAVITY WALL AT NON HURRICANE POSITIONS. OF TRAPPED ANGLE 8083-TB ALUMINUM ALLOY SCALE: VP= r #6 R2.140' Ism Om M'4 SLAT5 >01 6083-T6ALUMINUM ALLOY Fy- 31.5 W (miq SCALE: irZ- I- #5 ..8951 RI.997' N� A .679' © 4x6 MULLION �1-TOALUNNUMALLOY SCALE: 3M-- I- #7 #8 #9 89]' 645' P2.3gs` 2.298' 92496' J29' ,761' ,787' O BUILD -OUT TUBE 8083•TB-ALUNNUMAL WY SCALE-17= r G1 4x6 MULLION 8081-TB ALUMINUM ALLOY SCALE: 3AL•=1' COMPONENTS Imo• m7 IN A15 DETAIL: A .050•1 DETAIL; O M1� P.47J•�m7 �7AIL�9 eo14 1.04 °42]• m3"� ® STARTER SLAT 40151`B ALUMINUMAUOY SCALE Ire= r E1 BUILD -OUT TUBE '8088-T8� AWMINUMALtOY SCALE: VT- 1•. G2 47 MULLION 8081-TB ALUMINUM ALLOY 2.612' 784• .162! 2.450' 079' = TRUSS HEADTQSIXLOBE THREAD410HT OPTION #1(MONDUTHIci 'n 159 BASESLAT 6083.78 ALUMINUM ALLOY SCALE: 17=1• 4.000' g 125• 82 BUILD-OUTTUBE SOW -TB ALU MIN UM ALLOY O BUILD -OUT TUBE 808;9-TBAWMNUM= SCALE: Ur - V 0 1/4'0x3/4' ITWIBUILDEXTEK SCREW CARBONSTEEL SCALE 17 - r c 0 ,'•� Y e 4• p�p O 3/8.0 HILTI, INC. KWIK BOLT 3 ANCHOR CARBON STEEL SCALE: 17=1• _. �EN' � 7 T� N&W. 36 A. STATE OF cr 02011 TILTECO INC. CO A60' •040 01100 j12 AB i1+E4D Goa. &;L1am m 14STAINLESSSMLWAS ER 812 (5N6')HFXHEADABTHRFAlT41DR srnew'* I OPTION #2 (W(WAwm) 410HTSTAIMESS STEM SCREW OOATEDWTHACSILVER CFROMEDfREE ANIT{ORROSION CCATN3 SYSTEM, ASMANUFAMR D BYSUN BEI.TCOAMN3, LLC Fyt,191A Igl(1•IEL)STRENGTH), 1.050' . 22•e ' d2e• aao• ACETAL BUSHING k 4 (USE VW OPTIONS OI ANO/q kk* BLNiMF1O9PECS CF.NSITY:1.4WW TENSILE MCOULl13: 377Id TENSILE STRIESSATYIELD: 9.13S Itl FLE)(URAL MODULUS BIG id IZDD NOTCH -BD IMPACT: 86 kYO lC RETAININGSYSTEM:SCREW +BUSHING SCALE: Vx-V �^J STORM BAR 6081-TBALUMINUM ALLOY SCALE: 10-V FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) DRAWN BY: Nautilus Y.C.V./L.O./A.O. XaVfAgShUKerSys 12/12/11 DATE EXPERT SHUTTER SERVICE'S INC. 162E S.W. SILTMORE STREET 1 1-242 PORT ST. LUCIE. FL. 34984 PHONE: 800) 749-905B . FAX: (772) 871-0990 DRAWING No . 4 msem�nml NRMew mdi[ SLIEEI 2 OF 26 1 mwa nl 12AW1 4 1 i . 14 14 21 P . 12 • _ 4A �ib O is is 1 SIDEIEND CAP 1'.0008 2 HOUSING:(BACK & TOP) .040 THICK 19 a 3 HOUSING (FRONT & BOTTOM) .040 THICK �•. 4 SPRING BRACKET 5 © (D � 5 SPRING ASSEMBLY 4 . - a 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) ale a 8 SIDE RAIL -(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 t3 11 ALUMINUM BASE SLAT too 12 TUBULAR MOTOR - - _ 13 MOTORBRACKET T4 SPRING, -GEAR &-MOTOR BRACKET BOLTS 15 HOUSING (BACK &-TOP) FASTENERS -0 - s - 16 SIDERAIL-IMAIN'SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR - PLASTIC OR 7AMAC CASING 23 UNIVERSAL WITH -DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX &Ltd CAP ASSEMBLY COMPONE14TS 1a - 11111''�R A- T14ZI FLORIDA 6UILDING CODE (Non High -Velocity Hurricane Zone) 02011 TILTECO INC. *Nautilus DRAWN ft �,\GENSF•�•' � �= t' �%N� Cal ,r', RaftyShatferSywem 12/12/11 ■A` EMOINC. DATE TILLIT TESTING &I aN EE `N ECa ssPM16 EXPERT 1626 5HUTTERo SERVRE ICES IRE. LtewPORT 8Tool.00m. LUCIE. FL. 34984 STRE11-242 fE( 1111 e-maitD-0008719 PHONE (BOGI 749-9058 FA : (772) e71 G99O GRAWNG Na pp WALTER A. TIUJT Jr. P.E. vtt ay. a. aucaana, a�n y. i£FJI.J jl DATE — FLORIDA LiC. 9 44187 , ao a m ,x/n!„ SHEET 3 OF 28 .J 0 :a. END) TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *, ** STC jSE SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS * N.T.S. * CASE 1, SHUTTER HEIGHT EQUAL -OR LESS THAN I1'-D" APPLICABLE TO INSTALLATIONS W/0 STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO I V-0". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3, THEREAFTER, ALL THE WAY DOWN, EACH SLAT # SHALL CONSIST OF MIN. FIVE (5)-SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SIX SHALL BE - CONTINUED UNTIL'TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED- BEFORE BOTTOM SLAT@MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SIATQB MUST BE ALWAYS INSTALLED. ** CASE 2: SHUTTER HEIGHT LARGER THAN 11'-O" APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/ OR W/O MULLIONS W/ HEIGHTS LARGER THAN I V-0". (a) CURTAIN -SHAM START W/ #1 SLATS AT TOP. FOLLOWED 13Y #2, #3. ..... THEREAFTER, ALL THE 'WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL .BE CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SLAT08 MUST BE ALWAYS INSTALLED. FOR ( N.T.S, FLORIDA BUILDING CODE IN END) Max. MULLION SPACING (SEE SCHEDULE ON SHEETS 24. 25 26) �W-1/10 OR W-2/11 OR ©Or Or © W-3/12 OR W-4/13 BOX i END CAP I I - END CAP I I #1 I I I I SLATS I I I #2 I I SLATS II II II II #3 z SLATS a a I I I I SLATS.. cn N� I I I I #5 pw at o ® I I I I SLATS ? Z W 3I I #6 2 ob Q/S SLATS oZ Z WILATS xo sE O YL I X (Typ,) .I I R 9 I I o N (TYP•) w I I I Or I I ,I = R'/8 i " o f9 R/6 . END) or _ R/B i R/ 1 1 " II II - or it m II r I R/ I I R /S 1 1 #10 Max, SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 16) NOTE: SEE �1/10 OR W-•2/11 —3/12 OR W-4/13 Max. SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 16) Max. SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 16) NOMENCLATURE. N.T.S. PROMOURE FQ$ SLAT INUAI Wl0N GIVEN A SNUTTE -H 1 HT: '« CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0 APPLICASLE-TO INSTALLATIONS" W/0 STORM BARS, W/-STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 11--0". (a) CURTDOWN. EACH SLAT # SHALLL START W/ #1 SLATS Ar CONSIST OF FIVE (5)LISLATS OF BY THAT SLAT NUMBER. FTPROCEDURETHE FORWAY ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT Is COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT g MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLATOB MUST BE ALWAYS INSTALLED. *k CASE 2L-SHUTTER HEIGHT LARGER THAN 11'-d' APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ MULLIONS W/ HEIGHTS LARGER THAN 11'-O". (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY #2, #3. ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. MAX, STORM BAR (SEE SHEET 22) ©or 0 or 0- Max. STORM -BAR "SPACING (SEE SCHEDULE -ON SHEET 22) Max. SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 16) NOTE: SEE W-1/10 OR W-2/11 OR G or © or W-3/12-OR W=4/13 "Max. MULLION SPACING V 0 REAR (SEE SCHEDULE — V/9 ^ (TMP.) -ON SHEETS 24, 25 & 26) BOX I II II I I S1 LATS I A2 I $CATS #3 SLATS IMM #4 I SLATS or #B I R'/ SLATS D j (Typ. Ea. END) I SLATS II 1 1I11I I {�II I ��- SL#1O I I I--j ATS IW-1/10 OR W-2/11 OR W-3/12 OR W-4/13 Max. SLAT SPAN (SEE SCHEDULES ON SHEETS 15 & 16) N.T.S. 1� V/9- Max. SLAT SPAN '(SEE SCHEDULES ON SHEETS 15 & 16) V A'rlf%kl III NOMENCLATURE. FLORIDA BUILDING B:arricane (b) BOTTOM SLAT(B MUST BE ALWAYS INSTALLED. 5/16'0 TAPCONS XL W/ 2 1/4" Min. EMBEDMENT & 1"O.D.z0.Q60' GALV. STEEL WASHER ®24' o.c. I POURED 0 OR GROUT CONCRETE WALL REOL SEE ANCHOR _ SCHEDULES ON SHEETS -17 do 18 Min. SEPARATION TO GLASS - (SEE SCHEDULES, ON SHEETS 15 & 16) POURED CONCRETE CRETE OR GROUT FILLED - CONCRETE BLOCK WALL REQUIRED EDGE OF 2 1/16" MIN, EA 5/16".0 TAPCONS XL 2 1/4" Min. EMBEDh @ 24' o.c. POURED CONCRE REQ'D- EXISTING -SEE ANCHOR — SCHEDULES ON SHEETS 17 & 18 Min. SEPARATION TO GLASS (SEE SCHEDULES, ON SHEETS .15, & 16) v 0/8 0/8 POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. 1-1 1/2"xl 1/2"xO.062'xCONT. ALUM. E ANGLE W/ 5/16"0 TAPCONS XL W/ T —f 2 1/4" Min. EMBEDMENT 0 24" o.c. WALL MOUNTING BLOCK BUILDINGS SCALE; 3/16" = 1" C IN 07 x .5/16-0 TAPCONS XL-W/ 2 1/4" Min. EMBEDMENT & 1"O.D.xO.060" GALV. STEEL WASHER 0 24" o.c. b r r- 0/8 oIn o N 'I f PDURED-CONCRETE (f'c-3 ksi Min.) REQ'D. FLCYCIPMEILING'/TRAPPED MOUNTING 1"x1"xl/S" OR 2"K2'xl/8" ALUMINUM TUBE 5/16"0 TAPCONS XL W X, 2 1/4" Min. EMBEDMENT 0 24" o.c. 1" I POURED CONCRETE OR GROUT FILLED ; CONCRETE BLOCK WALL REQUIRED. (BEYOND) SEE ANCHOR SCHEDULES ON — SHEETS 17 & 18 Min, SEPARATION TO GLASS (SEE SCHEDULES, ON SHEETS 1S& 16) (�J' @ OR 0/8 POURED CONCRETE OR GROUT FILLED - CONCRETE BLOCK WALL REQUIRED. EDGE OF 2 1/16' / ' MIN. E.0 1' 2"z4"z0.0 5/16"0 TAPCONS XL W/ 1, ALUM, AN 2 1/4" Mirr. EMBEDMENT T a 24' o.c. BUILD -OUT MOUNTING FLORIDA BUILDING CODE 1/4"00/4" ITW BUILDEX TEK SCREWS W/ 1" O.0.xO.060' GALVANIZED STEEL WASHER 0 24" o.c. �N o o A N EXTERIOR RN g" Hurricane EXISTING WOOD [5/18-0 TAPCONS XL W/ 5/16"0 TAPCONS XL-W/ TRUSSES OR RAFTER 2 1/2" Min. PENETRATION 2 1/2" Min. PENETRATION 1"xl"xl/8" OR 1/4°0x3/4" Ilw BUILOEX WOOD & 1"O.D.x0.060" CALV. EXISTING WOOD & 1"O.O.x0,060' CALV, 2"x2"xl/B" TEK SCREWS ' OR RAFTER STEEL WASHER ®-24" o.c. USSES OR RAFTER STEEL WASHER 0 24' o.c. ALUMINUM TUBE I" ELO.WASHER 0 24" RED STEEL WASHER ®24" O.C. 5/16'0 TAPCONS -XL 5/16"0 TAPCONS W/ 2 1/2' Min. W/ 2 1/2' PENETRATION PENETRAI EDGE O OPENING - p a EXISTING (BEYOND) j e, T �U4 p (2) 2'x4" OR Min' w SEPARATION _ (2) 2'X8" TO CUSS j CONT. WOOD STUD 0 16" (�� 20 CH it 3 O.C. MAX. 1 w x� REQUIRED. 3 (SEE SHEET a3 ANCHORS y" 20) E HEEP21 FrCHSE'UL - L.. e• ..rFIRNISH 1/2'xt--t'/2"x0.062° GNT. ALUM. ANGLE 5/16°0 TAPCONS %L W/ 2 1/2" Min. PENETRATION 0 24' o.c. OR 2"x8" WOOD ISTING WOOD IM PLATE CK OR 8� SHEET 20)gU RED, WALL MOUNTING (2) 2"x4° OR 2'X -CONT, WOOD HEADEI 0/8 Min. SEPARATION TO GLASS (SEE SOIEDUfE ON stim 20) SEE ANCHORS - SCHEDULE ON SHEET 21 C WALL MOUNTING 0 i ® Z4 ox (2) Z°x4" OR 2"x6" COOT. WOOD HEADER REQUIRED N EDGE OY, ( M OPENING 1 D EXISTING GLASS — (BEYOND) k �OR ri _ I A N N w (2) 2"x4" OR ` Min. SEPARATION !ii STUD WOOD STUD To GLASS 16 I I (SWEDIME ON = MAX REQUIRED REQUIRED - SLET 10) (SEE SHEET 20) 'e w w I 0/8 FINISH KISTING WOOD OPENING 9UILD-OUT MOUNTING- SECTIQNS Y-Y STATE OF I SHEET 21 2"x4NOr.082'xCONT, ALUM. ANGLE XL FINISH 0 24" me. UOSTING WOOD )ECK OR =CRETE SLAB 02011 TILTECO INC. IL EOO,N1 EXISTING WO TRUSSES OR 1"x1'xl/8' OR 2"x2"xl /8"— ITW 0 24" o.c. (2) 2°x4° OR I+ 2"x6" CONT, WOOD HEADER REQUIRED I n EDGE I N OPENING 1 pl1 0 11NEXISTIN0 CLASS �I(loaoa c w, (BEYOND) T �oR 3 1 I ? q W i (z) 2"x4" 0R .. 2'xfi CONT.� SEPAARATION �c WOOD SND TO n 3 0 16° O,C. I EDULE lri i (SEE SSET .NAY Arml IICGn 201 SRO 20) -. IT TESTING & ENGINEERING CON Mtt..W. : .7 ft 91)e11416]�0 f��(W5181871119-l! P.E. 67 BUILD -OUT MOUNTING FLORIDA BUILDING CODE (Non High Velock) auln Nus Ranfignuleersystem EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE, FL. 34984 cHnNF: hand 749-9058 . FAX: (7721 871-0990 o.c. Hurricane Zone) DRAWN BY. 12/12/11 OATS 11-242 DRAWING No SHEET 7 OF 26 OPOURED OR i CONCRETE OR (SEE SCHEDULES ON �. SHEETS 17 & 18) GROUT TEIIFD CONCR BLOCK IKA 1/2'. 1/4• OR 1/8^ SLIP FLUSH MOUNT (WALL) POURED Ci OR GROUT CONCRETE K v (SEE ECHEDULES ON (SEE SCHEDULES ON oRour FILLEo— SHEETS 97 & 18) SHEETS 17 8( 18) \ CONCRETE BLOCK \ \ I- H * A OR z.saa^ 3.4s2 z. OE1 H muummw t/z" 1/4x D ® 4° c.c.911r, 1./4. D OR 1/8" SLIP 1/8" SLIP TRAPPED MOU _? BUILD --OUT MOWN r t..u'an RUH&=pUT MOUNT SECTIONS 0'-09 (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD I SCALE: 1/a• 1• e °,°•, STATE OF SHEETS 17 & 18) 2° 2• 2° 0 1` A )OR E3 I I III t� I H ® 4° o.c. 1/2 Ua^ D }CRf"tION W/ STORM BARS OR 1/8^ SUP SECTION P-P (PLAN1 BUILD —OUT MOUNT SCALE 3/18• - 1• le) .G. X0/17Rlg an 12/12/11 'L E C 0 INc. V 13� DATE 611NG & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. n se., 9r<. MS. w 10 aAfiXiM, n. SS188 1626 S.W. BILTMORE STREET 1 1 —242 (3G81871-18So . Fax : (305)871-1"t PORT ST. LUCIE, FL 34984 08AWiNG Na e-mail: tlteca®aol.com FNONE: 800) 1-9011 . FM: 72 871-0990 ES-MO6719 �,. xe �y�x yrz uv. w maonox �x WALTER A. TILLR Jr. P.E. FLORIDA Ua. d 44167 1 ab W.158 13ow" SHEET 8 OF 26 � 8 1/2" Min. 3" Min. E.0 4" Min. EX 1/8" Min. EDGE OF SLAB' IF APPLICAW 11A II SHEETS 15 & 16),I II IIII II II � u EDGE OF SLAB IF APPUCABLE; 1­� 1/2" Min. L 3" Min. EX Min. E1 3 1 /8" Min. kit 1/2" Min. E.D. FOR 3/B'0 -CALK-IN ANCHORS 3" Min. E.D.�FCR 1/4.0 SOLID -SET ANCHORS 4" Min. E.D.---I FOR -3/6"0 KMK BOLT TZ EXPANSION ANCHORS 1./8" Min. E.D.—i--FOR 5/16"0 TAPCON XL ANCHORS 5/16"0 TAPCONS XL W/ EDGE -OF SLAB 2 1/4" Min, EMBEDMENT IF R PPIF PP U�CABLE & 1"O,D.xO.060" GALV. STEEL WASHER 024° o.c• 1I{ 4" Min. (TYP. TOP/BOTTOM) 1/2" Min. 3" Min. E 4" Min. E 1/8" Min. POURED CONCRETE (f'c=3 Ksi) 5' min. THICK REQUIRED u Z (J n a� 1" Min. FOR N w WIND ZONE -� �tA z 1-3 t it II �o H 2" Min. FOR o WIND ZONE --H �= 4 n V II 1n " -Min. x w i. SEPARATION TO v GLASS ' �� (SEE SHEETSSCHEDUL S 1 II ON EXISTING-7 GLASS n 1 POURED CONCRETES "-- (f'c=3 k9i 5" min. THICK RE UIRED 5/16"0 TAPCONS XL 2 1/4" Min. EMBEDM 0 2e me. WALL MOUNTING IF PAPIF PAP UIC.ABLE J— FOR 3/8"0 CALK -IN ANCHORS- ---FOR 1/4"0 SOUO-SET ANCHORS FOR 3/8"0 KW1K BOLT TZ EXPANSION ANCHORS �---FOR 5/16"O-TAPCON XL ANCHORS E.D. N. (4) 3/8"0 CA1X-IN ANCHORS OR (4). 1/4"0 SDUD-SET ANCHORS OR (4) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR (4) ANCHORS* PER (4) 5/16"0 TAPCON XL ANCHORS_ 1" 3" 1" - STORM BAR CONNECTION. SEE TABLE 2 ON SHEET 23 T. (Typ. TOP & BOTTOM) 1" K DaMOR 2" ' 2"x2"xt/8"xO'-5" (6063-T6 ALLOY) 2" ALUMINUM ANGLE EA. SIDE W/ SCREWS "TO 1STORM B R � 4" ITW ILDEX TEK 5" (Typ. TOP & BOTTOM) SECTION S - S MACHINE SCREW FULLY lil EMBEDDED INTO ANCHOR .ANCHOR DETAIL A Xc 1/4" 0-20 OR 3/8" 0-1-6 MACHINE SCREWS USED JOINTLY W/ 1/4"0 x 3/4° SOLID -SET OR 3/8"0 -x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHAH BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). (2) 3/8"0 CALK -IN ANCHORS OR (^-) 1-/4"0SOUD-SET ANCHORS OR 1 (2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHORS OR 1" (2) 5/16"0 TAPCON %L ANCHbRS )" I'I /^11� (TYP. TOP/BOTfON) I-1 1/2"x1 1/2"x0.062"xCONT. ALUM. ANGLE W/ 5/1630 TAPCONS XL W/ 1 2 1/4" Mtn, EMBEDMENT 0 24" ox, '�!'°✓�iR 4 02011 n4TECO INC. f7t7L E C O I �/ ,• tact. TILLIT TESTING & ENGINEERING CON eE (� OT 5355 N.W. 35tx, St.. Ste. dal. MAMMA OA UM F Pna"a . (30)971-1530 . Fa.: (3a51S71-G e-mail: ulteca®aol.cam WALTER A. I UUTIJr. P.E. FLORIDA U g 44t 67 (2) ANCHOR$* -PER STORM BAR CONNECTION. SEE TABLE A ON SHEET-23 (Typ. TOP & BOTTOM) 2"x2"x1/8'xO'-5" (6063-T6 ALLOY) 1" ALUMINUM ANGLE EA. SIDE W/ (2) 1/4"0-14x3/4" ITW BUILDEX TEK 5" SCREWS TO STORM BR Q (Typ. TOP & BOTTOM) SECTION S1 - S1 FLORIDA BUILDING CODE (Nan High Velocity Hurricane_ Zone) /��Q�sr` • w Y u Y us itaungShnturSywom _DRAWN BY: N.C.V./LG./A.O. 12/12/11 DATE EXPERT SHUTTER SERVICES INC. 1626 S.W. 81LTMORE STREET PORT ST. LUCIE, FL. 34984 PHONE: (800) 749-905e . FAxi (772) 971-0990 1 ) -242 DRAWING Na . ". or3uvlux oue m. w rcummox Due SHEET 9: Of 28 W Min. E, 9" Min. EDGE OF SLAB IF APPLICABLE POURED CONCRETE J II I (f'c = 3 ksi Min.) II 3" 8" Min. THICK REO'O. II GLASS II II II II h u EXISTING —"] III 1 Min. II u u II II II II I 0 9 v EDGE OF SLAB F- IAPPLICABLE l n. Min.E Min. E.D. OR (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS ©& ® (ORIENTATION # 1) AND ENO' MULLIONS ©& G1 (ORIENTATION #2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION I" Min. E.D. ANCHORS ® INTERIOR MULLION ®- (ORIENTATION #2). EDGE OF SLAB IF APIF AP UPI^CABLE OR 01 Q/8 or R/8 or R`/8- 3"x3"x1 /2"xO'-4" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION©& (1) 3/4"4 KWIK BOLT TZ EXPANSIO ANCHOR W/ G" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1-X1 W1 (END & INTERIOR MULLION) (W/ ORIENTATION 1) (6"x4") 3"x3"x1 /2"xO'-4" (6081-T6 ALLOY) Alum. ANGLE FA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION 0 & (1).3/4"0 KWIK' BOLT TZ EXPANSION ANCHOR -W/ 6" Min - EMBEDMENT TO POURED CONCRETE -(Typ. TOP &-BOTTOM) r POURED CONCRETE f I (Pc = 3 ksi Min.) Min, THICK REO'D. L-L EDGE E OF SLAB I I JF APPLICABLE SECTION -XI -Xi W/ G1 END & INTERIOR MULL N ORIENTATION # 1) ($':x4a) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION Mtn. E.D. ANCHORS 0 INTERIOR MULLION-® (ORIENTATION #2). Min. E.D. ANCHOR53'0 KWIK BOLT TZ EXPANSION ®4 END AND INTERIOR MULLIONS ©& ®(ORIE �TTATION #1 & -#2) AND END MULLION LG9 (ORIENTATION #2) FLOOR TO CEILING /TRAPPED MOUNTING: MULLIONS G OR SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" 1 1/2- 3"x3"x1 /2"xO'-6" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ -(TO) MULL ON 3G & - ' EXSION ANICHORLT TZ W/ 6" Min, EMBEDMENT TO POURED CONCRETE (Typ. TOP &-BOTTOM) 1/2" ALTERNATIVE SECTION X1-X1 W/ ci END & INTERIOR MULLION EON # 2 (4-A") 1/2" 1 ' 3'x3"x1/2"xO'-8" (6061-T6 ALLOY) 3"x3"x1/2"xO'-8" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ 2) 3/4"0 Alum, ANGLE EA. SIDE W/ S2) 3/4"0 THRU BOLTS TO MULLION & (2) THRU BOLTS TO MULLIONG & (1) 3/4."0 KWIK-- TZ EXPA SION 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & POURED -CONCRETE (Typ. TOP & BOTTOM) BOTTOM) (END MULLION ONLY) (INTERIOR MULLION ONLX T ALTERNATIVES SECT I(JN xi--x1 _W/ (W/ ORIENTATION # 2) (4"X8") • SIDE RAIL Q AND BOX NOT SHOWN FOR CLARITY ........... 'I, - t 02011 TILTECO INC. — iL / a1L IECO we TIWT TESTING & ENOINEEnIN6 CO sm Phen : (30'J10a1-19s0 . Fo.: (7WJ)mt— • S S�P ` ,` a —mail: 6lte ciccoi.eom r•. ..o\O f.��--��� WALTER A. TILLIT Jr. P.E. FLORIDA Lie. 1 44167 .. c.Ynnlr FLORIDA Nautilus BolltngShnHerSystem EXPERT SHUTTER SERVICES INC. 1626 S.W. BILTMORE STREET PORT ST. LUCIE. FL. 34984 DRAWN BY: M.C.V./LG./A.O. 12/12/11 DATE 11-2Q DRAWING NO MET 10 OF 26 EDGE IF APPLICABLE 2NMULLION DEPTHx1/8" Cant. ALUM. TUBE (TOP & BOTTOM) W/ 1J4"0x3/4" ffW BUVLOEX- TEK SCREWS / �5/16°0 TAPCONS XL W//-2 1/4" WJ t" O.D.x0.060" GALVANIZED -STEEL MIN3 E.D. 2 1/6" Min. EMBEDMENT 0 24r c.e_ WASHER 0 24" o.c. Min. E.D CONIINUWS POURED �N CONCRETE (f'c = 3 ksi Min.) \ 8" Min. THICK REQ'D. 1 7 3/4" \ L Min. E.D. \ G@OR G1 u" N r,, u t Q/8 or o o N R/8 or o R /8 u CL o - � j U 1" W. EXISTING p Min. GLASS �I �N o � a _ LO Min. E.0 7 3/4" MIN. E.D. \ CONTINUOUS POURED — CONCRETE (f'c = 3 ksi 11h) -8" Min. THICK REQ'D. X2 (IYP.-TOP/BOTf m) 1 1 /2" T- 7 3/4" MININ, E.O. EDGE IF APPLICABLE EDGE IF APPLICABLE � 1 7 3/4" Min. E.D. END CAP w/a or R/e or R#/8 (WALL -MOUNTED SHOWN, .MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) 1 1/2"x1 1/2"0.062"xCONT. ALUM. ANGLE W/ 1/4"00/4" ITW BUILDER TEK SCREWS @ 24" O,c. TO TUBE. 1 1/2" 10" 1 1/2" I Mp. TOP/BOTTOM) .4"x4"x3/flxO'-10"(8061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4"0 THRU 13OLTS TO MULLION & (2) 3/4-0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" -Min. EMBEDMENT TO POURED CONCRETE .WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLIONS MOR —1 POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION POURED CONCRETE (f'c = 3 ksi Min.) — 8" Min. THICK REO'D. 7 3/4" Mtn. EB- EDGE IF APPLICABLE l "x4"x3/8" (608-1-T6 ALLOY} lum. ANGLE EA. SIDE EDGE IF APPLICABLE -I-----l- 7 3/4" Min. E.D. T POURED CONCRETE (f'c = 3 ksi Min.) 8" Min', THICK REO'D. 7 3/4" Min. EA-- 2 I _ _ EDGE -IF APPLICABLE i y� (6061- T6 -ALLOY) Alum. ANGLE EA. SIDE. 0 SECTION X2-X2.W/_(G, OR a* ALTERNATIVE SECTION 2j2-X2 W/ n OR Gam* (END & INTERIOR MULUOR-) (END_& INTERIOR ML)LLIC2N) (W/ -ORIENTATION # 1) (W/ ORIENTATION # 2) „ „ (4"A" or Cx8") (6'x4' or 8 x4 ) • SIDE RAIL® NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE SCALE: 1/8" = 1• -Min. lin. I/ POURED CONCRETEJ (f'c = 3 ksi Min.) n 8" Min. THICK REO'D. II I 11 II II II EXISTING GLASS o04 � N N_ �w za a OW J N jN MP. 00/8 EDGE -OF SLAB IF APPLICABLE Min. E. Min. 1" Min. E.O. OR (1) 3/4"0 KWIK BOLT � EXPANSION ANCHORS ® END MULLION (ORIENTATIONS #1 & #2). FOR- (2) 3/4"0 KWIK BOLT TZ EXPANSION 3" Min. E.D. ANCHORS ® INTERIOR MULLION (ORIENTATION #2). (TYP. TOP/801'1,0101) } POURED CONCRETE 3" r(f'c = 3 ksi Min.) 8" Min. THICK REO'D. EDGE OF SLAB IF APPLICABLE FOR- (2) 3/4"0 KWIK BOLT TZ EXPANSION " Min. E.D, ANCHORS ®-INTERIOR MULLION (ORIENTATION #2). Min. E.D. FOR (1) 3/4"0 KWIK BOLT LZ EXPANSION ANCHORS ® END MULLION L6' (ORIENTATIONS #1 & #2). FLOOR TO -CEILING /TRAPPED MOUNTING: MULLION G2 SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1' 3"x3"x 1 /2"xO'-4" (6061-T6 ALLOY) Alun ANGLE EA. SIDE _W/ (: 3/4"0 THRU BOLTS TC MULLION & (1) 3/ KWIK 130L TZ EXPANS ANCHOR W/ 6" Min. EMBEDMENT TO POURE CONCRETE (Typ. TOP i BOTTOM) SECTION X3-X3 W/ (END MULLION ONLY 1 1/2=4„ 1 1/2" (W/ ORIENTATION # 1) (711x4") 3" 1/2"--I-3 1 /2" 3"x3"x1/2"xO'-7" (6061 -T6 ALLOY) Alum, ANGLE EA. SIDE W/(2) 3/4"0 THRU BOLTS TO MULLION& (1) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR-W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) 3"x3"x1/2"xO'-7" (6061-T6 ALLOY) Alum. ANGLE EA. SIDE W/ 2) 3/4"0 THRU BOLTS TO MULLION & 1K TZ ANCHOR W/ 6Min. EMBEDMENT TO TO POURED CONCRETE (Typ. TOP & BOTTOM) (END MULLION ON-Y)- (INTERIOR MULLION ONLY) ALTERNATIVE SECTIONS X3-X3 W/__ ? (W/ ORIENTATION A 2) ( A."0") _ + SIDE RAN. ® AND BOX NOT SHOWN FOR -CLARITY. FLORIDA 13UILII6NG CODE -(Non High Velocity Hurricane •• •• d 0 2011 TICTECO INC. Nautilus DRAWN BY: ENSE 12/12 11 / DATE �.... �IM E C j aMrIg. puffer I{t EXPERT SHUTTER SERVICES INC. uita' Cr TILLIi TESTING & ENGINEERING COMPANY cle N.W. 3en se, se. Mal WYDNN aNmo1S S. 33101 1626 S.W. EiLTMORE STREET 1 1 —242 * .• �F W e tt S \� Wane : (303)8]1-ISM . F..: (M51371-1531 e- dll: ultmoccoLeom PORT ST. LUCIE. FL. 34984 PHONE: 1800) 749-9066 , FAX: (772) 871-0990 DRAYIINO No . A'•.� Q•: ' �C EB A. TILUT18 WA GLUT Jr. P.E. m. w eteaoFrox o rz xn. a" muMnx an SHEET 12 OF 26 1 m m-m nYDp1 s �_ A.r;HA� _ - ATI i AT♦= FLORIDAFORIDc. / 44107 EDGE IF APPLICABLE 2"xMULL10N DEPTHxl/S" Cont. LAM. TUBE (TOP & BOTTOM) W/ 771 6"0 TAPCONS XL W/ 2 1/4" 2 1/6" EMBEDMENT 0 24' O.C. 7 3/4" Min. -E.D- MIN.. E.D. I V` CONTINUOUS POUREO-<-\� CONCRETE (Pc = 3 k9i Mn.) 8" Min. THICK REO'D. 7 3/4 NOTCH WEB -- Min. I EM. (TYP. TOP/BOTTOM) \AI E0, .EO. END CAP 1/4"00/4" ITW BUILDEX TEK SCREWS W/ -1" O.D.0.060" GALVANQ-E0 STEEL WASHER @ 24" O.C.- (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER -SECTION Q'-Q' ON SHEET 8.) ii 1 00/8 Min. E.0 L1" 1 1/2''xt 1/2"x0.062"xCONT. ALUM. 7 3/4" �f ANGLE W/ 1/4"00/4" ITW BUILDEX MIN. E.D. \ TEK SCREWS @ 24" o.c. TO TUBE. 1 1 /2" 7" CONTINUOUS fOURED�. CONCRETE (f'c = 3 W Mn.) loll 8" Min. THICK REID. 7„ Xa (Tri1. TOP/BOTTOM) 1 1 /2" 1 1 /2" l (IYP. TOP/86TIOM) 7 3/4" MIN, E.D. EO EQ 4"x4"x3/8"x01-10"(606T-T6 ALLOY) Alum, ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS- TO' MULLION q" & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR W/ 5" Min. EMBEDMENT TO POURED CONCRETE EDGE IF APPLICABLE WALL. (TYP. TOP & BOTTOM). WALL MOUNTING: MULLION C POURED CONCRETE WALL SECTION W-4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8" = 1" EDGE IF APPLICABLE T- 7 3/4" Min. E.D. POURED CONCRETE (f'c - 3 ksi Min.) - 8" Min. THICK REQ'D. 7 3/4" Min, E.D. i EDGE IF APPLICABLE tXtERIOR N4"0/8" (6061-T6 ALLOY) lum. ANGLE EA, SIDE. yLli F 1 V l.`�.. /Y#-i�Y -V Y�_.# (END 8c INTERIOR WULLION) W/ ORIENTATION # 2) (4%7") * SIDE RAIL(P)NOT SHOWN FOR CLARITY 1�IE J6�-ti. m1/' FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) MWN 02011 TILTECO INC. Nautilus BY: Y.C.Y. G. A.G. (lOu/R$.SgQ::CI.SIQIC1 12/12/11 �.�.---LU u. ECO�Ih.• p 1, DATE •C�— �; TIWT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6au N.W. amrt. sl. s1e. aos. `fi=W Q4 S, n. 43166 1626 S.W. BILTMORE STREET 1 1 -242 • .`�\� Q. • 4► pn."e : lsos)671-16ao . Fea : (a66)671-lass PORT ST. LUCIE. FL. 34984 DRAWING No * •.• S �O 41 a -mot: ul(etoccol,com PNaNE: (80a) 749-6G56 . FA%: Q72) 871 -099a FLOC •` 4$ �' ES-0006719 �v w o�e„w y1< ,e 6, A� •••_ -1---- WALIER A 1DN Jr. P.E. /neTF FLORIDA Lic, B 44187 : au m-us/u/:1 . SHEET 13 OF 26 TYPICAL MANDATORY PROCEDURE FOR VERIFYING SHUT E COMPLIANCE RELATED TO ITS INSTALLATION `INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES S E 1: OBTAIN JOB SITE'S AS.D. DESIGN LOAD (p.s,f.) FOR THE OPENING AND DESIRED SHUTTER SPAN "L° (ft) TO PROTECT IT (SEE GENERAL NOTE #2, SHEET 'L). STEP 2: ENTER TO CHARTS I (la OR lb) THRU IV ON SHEETS 1S & 16 TO DETERMINE, BASED ON AN ASSUMED SLAT SLIP (In), ANCHOR TYPE AT SIDE RAILS; AS.D. DESIGN LOAD (p.s.f.); AND SHUTTER SPAN "L! (ft) ; THE REQUIRED FINAL SLAT SLIP THAT SLATS MUST BE INSTALLED WITH TO MEET THE REQUIRED LOAD AND DESIRED SHUTTER SPAN. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IV TO PROCEED WITH SHUTTER INSTALLATION VERIFICATION: • ENTER AS.D. DESIGN LOAD: SEE STEP (1) ABOVE. • FOR A SPECIFIC SHUTTER MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL. BE CONSIDERED: LMAx: THIS IS THE MAXIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SLAT SUP (12", 1/4",1/8") MAY BE USED, FOR A GIVEN A.S.D. DESIGN LOAD. LMw: THIS IS THE MINIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SUP (1/2", 1/4", 1/8") MAY BE USED, FOR A GIVEN AS,D. DESIGN LOAD. IN CASE JOB SITE DESIRED SHUTTER SPAN (L) WAS SHORTER THAN LMIN, THEN GO TO THE OTHER CHARTS WITH A SHORTER SLAT SLIP AND VERIFY THAT (L) IS ALLOWED FOR THAT OTHER SHORTER SUP. MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHARTS Ic, .Ile, III & AT. PROVIDES SEPARATION TO -GLASS FOR -SHUTTERS -W/O OR-W/ STORM BARS (SEE - STEP 4) BASED ON SHUTTER INSTALLATIONS -WITHIN WIND ZONES 1 THRU 4, AS DEFINED BY ASTM E 1008-05, SECTION 8.2-2. STEP 3: OBTAIN INFORMATION ON SHUTTERS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM -ANCHOR SCHEDULES-Va & VbAN SHEETS 17 & 18. ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, A.S.D. DESIGN LOAD & SHUTTER SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS), SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. STEP 4: IF SHUTTER INSTALLATION INCLUDES, STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, PROCEDURE 4s: IF STORM SARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS'ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM WIND ZONES 1 THRU 4 INDICATED ON CHART Ic. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. FOR INSTALLATIONS WITHIN ASTM-WIND ZONES 1 THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE, MINIMUM SEPARATION TO GLASS FOR SLATSSHALL BE IDENTICAL TO WIND ZONE 4 VALUES. Z ENTER TABLE 1 ON SHEET 22 W/ AS.D, DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A.S:D. DESIGN LOAD 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 ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON A.S.D. LOAD AND STORM BAR SPACING. 41 PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS MINIMUM SEPARATION TO GLASS FOR SLATS IF MULUONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM NAND ZONES 1 THRU 4 INDICATED ON CHARTS Ie, IIc, III & IV ON SHEETS 15 & 18. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. FOR INSTALLATIONS WITHIN ASTM WIND ZONES 1 THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE; MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE IDENTICAL TO WIND ZONE 4 VALUES. 2. ENTER SCHEDULES 1a THRU 20 ON SHEETS 24,26 &28 W/DESIGN LOAD; MAXIMUM MULLION SPACING (MAX, 1Z OR 7% AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) MULLONWAS UE E I TERPMULLIOTION IIN-BETWEEN SPACINGS FOR A GIVEN (G , 3. SEE SHEETS 10 THRU 13 FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR -TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (0, 01, 02). PROCEDURE 4c: IF BOTH STORM BARS & MULLIONS ARE USED MINIMUM SEPARATION TO GLASS FOR SLATS, IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM WAND ZONES.1 THRU 4 INDICATED ON CHART Ic, SHEET 1S, IT SHALL BE MEASURED FROM BACK OF -SLATS -TO GLASS: FOR. INSTALLATIONS WITHIN ASTM-WIND ZONES 1 THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHINGDF GLASS IS - DESIRED, MINIMUM SEPARATION TO GLAIMFOR SLATS-SHALLSEIDENTICALTO WIND ZONE 4-VALUES, 2. ENTTER TABLE1 ON -SHEET 22 W/ AS D. DESIGN LOAD AND STORM -BAR SPACING - AND DETERMINE MAXIMUWSTORM BAR SPAN (HEIGHT), 3. ENTER TABLES 2 OR 3 ON SHEET 23, WITH A8,D. DESIGN LOAD 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 ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON AS.D. LOAD AND STORM BAR SPACING. 4., ENTER SCHEDULES 1 a THRU 20 ON SHEETS 24,26 & 26 W/ DESIGN LOAD; MAXIMUM MULLION SPACING (MAX, 12' OR 7% AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) EI G T) MULLION TYPE & MTUWON ORIENTATION. BEErAEEN SPACINGS FOR A GIVEN (G , 5, SEE SHEETS 10 THRU 13 FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (G , GI. G2 ). * PROCEDURE PER -STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOODFRAME STRUCTURES. �i?+ ,3Wey W TILUT Ti "' eam Nar. Is..P.•'_� Fear 02011 TILTECO INC. LIE CO,me. e-mail: UltocaOoal.eom EB-000e71S WALTER A. TLUT Jr. P.E. FLORIDA LIa. / 44167 FLORIDA BUILDING CODE (Nan High V, Nautilus RaHLg ShakrSyabm EXPERT SHUTTER SERVICES INC. 1628 S.W. 81LTUORE STREEr PORT Sr. LUCIE. FL 34984 Hurricane Zone' DRAWN By 12/12/I1 aAT¢ 11-242 DRAWING No SHEET 14 OF 26 SLAT PERFORMANCE CHARTS Ia. Ib- & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.0, SHUTTER MOUNT CONDITION INCLUDING -ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O STORM BARS _F CHART Ia CHART Ib USE W/ CHARTS I It .& Ib CHART IC USE MkVMUM WA BMW= POINT AND NFG117NE A= LOAD USE MMOMUIMI POD AID. LOAD VALUE WO KWIK BOLT 3 ANCHOR POURED CONCRETE 5116"0 TAPCON XL ANCHOR. To POURED CONCRETE OR GROUT nU.M CELL CONCRETE BLOCK MIN. SLAT SPAN .LUN0 (Fr) MAIOA.tMIU MAJvL SLAT SPAN •�AIAX.• (FT) MAX, SLAT SPAN --'LMAX." (FT) REQUIRM-MIN. SEPARATION TO GLASS MMREO TO BUZ OF SLAT (in) 'RATNO (Pat) WALL MOUNT am mm * TRwm mow = NOTCB # SUID-OUr - L UIrt tL,C �F'J y ® NOT®# w/ ® !3E NOTES ,k WALL Mow SEE NOT88 # TRAPPED MOUNT' SM NM # -BUILD-OUT t } SEE NOTED # BUILD -art w/ ® -Mt ND1e8 # e eraI ur a W 0 STORM BARS W STdiM [TARS ND 1-3 MANO ZONE 4 NO 1-3 1 VA140 ZONE 4 30:0 20'-0" 20'-0' 2070" 20'-0- 20'-0" 20'-0" 20'-0" 18 -0" 1 14 1/2" 8" 7" 35.0 20'-0" 19'-10' 20'-0" 18'-0' 20'-0" is' -a" 19'-0" 16'-3" 7'-9" 1" 14 1/2" 6" 7' 40.0 20'-0" 19'-8" 19'-7' iW-6" 20'-C" t9'-0" 17'-4"' 14'-10" 7'-5" 1" 14 1/2" 6" 7' 48,0 20'-0" 19'-8" 18'-O" IW-3" 20'-0" 18'-5" 16'-0" 131-9' V-2" 1" 14 1/2- 8" 7" 50A 20'-0" 19'-4" 18'-9" 14'-2" 19'-1' 17'-2" 14'-10' 12'-10" 7'-0" 1" 14 1/2' 6' 7" 55.0 20'-0" 19'-2' 1W-8" 13'-4' 17'-9" 16'-1" IN-11" 12'-1" 8'-9. 1" 14 1/2" 6' 7' 60.0 19'-5" 17'-11" 14'-90 12'-7" 18'4" 15'-2" 13'-2" 11,-5" 8'-B" 1" 14 1/2' 6" 7' QOA 18'-4" 18'-10" 13'-11" I V-11" 15'-9" 14'-4" 12'-5" 10'-11" 6'-9" 1" 14" 6" 7" 70.0 17,-4" 45'-I I" 13"-3" I V-4" 45'40 13-8" 1T-10° 10'-4" 6'-9. 1" t3 1/24- 6' 7' 7&0- IW-6" 15'-1" 12'-7' 10t-10" 14'-3" - IN -I" 1V-4" 9'-11. 6'-9" 1" 13 1/2" $' 7' 80.0 15'-9" -1-4'-4" 12'-0'-- 10'-5' 13'-7" 12'-6" OL-10" 9'-7" 8'-9° '1" 13" -6. 7' B&O 15'-0" 13'-9" 11'-7' 10'-0" 131-0" 12'-1" 10'-5" W-3" 8'-9' 1" 13" 8" 7' 9QO - 14'-2" 13'-2" '1V-2" W-6' 12'-6' 11'-7' 10'-1" --' W-11" 6'-9" 1" 12 1/2- 6" 7' -9E,0 131-5" 12`-8° 10'-9" - B'-4" 12'-0" 11'-3" 9'-9" -8'-7" W-9" t" 12 1/2" 6' 7" 4= 12'-9" -12' 2" 10'-5" 9'-1. 11'-8" ..10'-10" 9'-5" 8'-4" W-9" .. 1" 12" 6" 7" 1010. 12'-27 11'-9' 10,-1" 8'-9" 11'-3' 10'-8" 9'-2" 8'-2° W-9" 1" 11 1/2' 8" 7' 110.0 17'-7" 11'-4" 9'-9" 8'-6' 10'-11" 10'-3° 8'-10' T-11" 6'-9" 1" 11 1/2' 6' T 115.0 11'-1' I1'-0" 9'-8" 8'-4" 10'-7" TO'-O" 8'-8" 7'-8" 81-9. 11 1/2" 6' 7" 12U Io'-8" 10'-B' 9'-3" 8'-2" 10'-3" 9'-8" 8'-5" 7'-6" W-9" 1" 11" 6" 7° 12&0 10'-2" 10'-2" 9'-0" 7'-11" 10,-0" 9'-5" 8'-2" 7'_4" 8'_9° 1" 11° 6" 7' 130.0 W-10" W-10" 8'-9" 7'-9' 9'-9" 9'-2" 8'-0" 7'-2" 81-9. 1" 10 1/2' 8" 7' 138.0 9'-5' 9'-5" 8'-6" 7'-7' 9'-6" W-11" 7'-10" 7'-1" 6'-9" I. 10 1/2" 6" 7' 140.0 9'-t" 9'-10 8'-4" ' 7'-5' 9'-i" 8'-9' 7'-8" V-11" 6'-9" 1" 10 1/2" 8° 7' 1 B'-10 8'-10" 8'-2" 7'-3" 8'-10" 81-6. 7'-6" - 8'-0. 1" 10" 6' 7' 100.0 8'-8" 8'-6' 8'-0" 7'-2" 8'-8" 8'-4" 1 7'-4" - 6'-9" 1" 10" 6" 7' 114E.0 iHbO 8'-J' W-3" - 7'-10" 7'-0' W-3" B'-1" 7'-2" 1" 10' 8" 7° 150.0 1 8'-0" 81-0" V-8" - 6'-10" 8'-0" 7'-11" 7'-1. - 8'-9" 1" 10" e" 7" ..71� 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 1B INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/B"1 KWIK BOLT 3 ANCHOR OR 5/9E'6 TAPCON XL ANCHOR, INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4.0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES, BUILDING CODE (Non High Velocity Hurricane SLAT PERFORMANCE CHARTS -Ha. IIb & IIC: (ONLY VALID FOR 114" SLIP) FOR A GIVEN AS.D. DESIGN LOAD (p$.i , SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS CHART IIa CHART IIb USE Wl CHARTS CHART IIC USE MXIMIN WLK BEINFFII POS IK AM NEG ME AU LMD - POEIIME L" VAWCNm 3VO iRK BOLT 3 ANCHOR POURED CONCRETE 5/16% TAPCON XL ANCHOR TO POURED CONCRETE E CROUT FILLED CELL CONCRETE BLOCK : �- (FT) _ (dMr I� ITIT 3N61D16 44'a 'A10" AS&- MAX. SLq SPAN OL s ( MAIL SLAT Fµ LmAL, (lmxuA mew or RAT 0")'m RA1110 (Per) WALL SOUNT St8 NmIE3 MT IRAPM MOUNT am MOLD * BUILD -OUT E A ;. TIOIBR M/ ® rm NOW4i WALL MOUNT EFE NOTO Q1 MWtO Q NOTE! IF BUILD-= E Sff* w6� w NmR'S `/ 0 STORY BARS _ 1-3 WIN64 Offf 30,0 8'-3' 8 -3" 8 -3 e'-3 8'-3' 8'-J 8'-3" 8'-3. 7'-7 36A VS' 7'-9" 7'-9" 7--9' 7'-9' 7'-9' 7'-9' 7'-9" 7'-3° 4&0 1 7'-7' 7'-7" 7'-7' 7'-7" 7'-7" 7'-7' 7'-7- 7'-7" 7'-0' 46A 7'-4" 7'-4" 7'-4" 7'-4' 7'-4' 7'-4" 7'-4" 7'-4" 6 -9' 604 7'-3" 7'-3" 7'-3" T-3' 7'-3' 7'-3'P7--3- 7'-3' IM 7'-3" 7'-3' 7'-3° 7'-3' 7'-3' 7'-J' 7'-3" V-4• 60A 7'-3" 7'-3' 7'-3' 7'-3" 7'-3" 7'-3' 7'-3' 6'-2' 66A T-3' 7'-Y 7'-3° 7'-3' 7'-3' 7'-3' 7'-3" B'-1' 700 71-3" 7'-3' 7'-3" - '7"-3' 7'-3' 7 -3' 7 -3" 5'-11"7'- " 7'-3' 7'-3" 7'- ' 7'-3' 7'-3'7'-3" 5'-10" -W.0 7'-3° - - 7'-3" 7'-3" 7'-3° 7'-3° 7'=3' 7'-3' W-10" 'I/466A 7'-3" 7'-3° T-3" T=3' 7'-3° 7'-3' 7'-3° 5'-1000.0 T-3" 7'-3- 7'-3' T-3' 7'-3' 7'-3' V-3" 5'-10" 06A. 7'-3' - 7'-3' 7'-3' T-3' - 7'-3' _ 7' 7" 7'-3" T-3' --5'-t0"-- - --IOU 7'-2° 7'-2" 7'-2' 7'-2' 7'-2' 7'-2" - 7'-2" T-2" 5'-tO". 105.0 T-0" 7'-0' 7L-0' 7'-0' 7'-0' 71-0. T-O' T-O" W-10' 110A W-10" 6'-10' W-10" W-10' 6'-10" 61-10. 6'-10" W-10" W-10 116.0 W-9" 6'-8. W-8' 6'-8" 6'-8" S'-a. 6'-8" 6'-8. 5'-10" 120A 6'-6' 6'-6. 6'-8' 6'-8" 8'-6" 8'-6. 6'-6" 8 -6" 5 -9. 12LO 6'-4" 6'-4' 8'-4" -6'-4" 8'-4" 6'-e 6'-4' - 6'-4" 5'-7' 13LO 6'-3" E'-3' 8'-3. 8'-3" 6'-3. W-3" 6'-3' 6'-3' 5 -8° 1300 8'-1" 0'-1° 6'-1" 6'-1" 8'-t' 6'-1" 8'-1' e'-1. W-5' 14U W-0" 6'-0. 6'-0' 6'-0" 8'-0" 6'-0° 6'-0' 6'-0• W-4" 14U 6'-0" W-O" W-0' W-0' 6'-0. 6'-0" 6'-0. 5'-11" 5'-3' 1600 6'-0" 8'-0' 8'-0" 6'-0" 6'-0" 6.'-0" 6'-0' 5'=10' 5'-2' I' 5' 166A 6'-0" 8'-0' 6'-0' W-0" 8'-0' 6'-0" 8'-0' 5' 9' 5'_2" IOU 6'-0" 6'-0' S'-0' S'-11" 6'-0" 6'-0" 6'-0" 5'-7' 5'-2" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 1S INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/6"0 KW04 BOLT 3 ANCHOR OR-5/1WN TAPOON XL ANCHOR INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4'0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. SLAT PERFORMANCE CHART III : (ONLY VALID FOR 118" SLIP) FOR A GIVEN AS.D, DESIGN LOAD (p.e.0, SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS W 0 N; BOLT 3 R NOR a 55/1!p TAPCCN XL ANCH O�VEO' L Cfll7N STE ro CON aR GROUT FILLED CELL CONCRETE BLOCK USE YAMMM VALUE T+0.SiTIVE AND NEOATiYg DEnV 1 A S D. LOAD PO9111VE A.B.D. LOAD AMM pprp (P•1) MAX SLAT SPAN Lmk F) seufD-6u1 E 6/® ffi If1 SLAT SPAN 'L.MOL FT WALL. IRAPPSO a/® M1, foWY m to a )to W-0 STORM BARS PWZONES 1-3 VM ZONE 4 30.0 7'-6' 6'-7° 36A 7'-2" 6'-4" 40.0 6'-9• 6'-1° 4&0 W-8' 5'-11° 60.0 6'-5' 5'-9" 66.0 6'-3" 5'-7" 600 6'-1' 5'-5" 66A W-0" 5'-4' - 1" 5' 7" 5'-10' 5'-2' 7U-' 5'-9' - 5'-1' _ JOA 5'-9" _ 5'-r 66.0 W-9" 4'-11" 60A 5'-9" 4'-10" - 0&0 5'-9. 4'-9" 10060 W-9" 4'-8' 106.0 - 5'-9' 4'-8' 11060 5'-9" 4'-7" 116.0 5'-9" 4'-6. 120.0 5'-S. 4'-6. 12A0 5'-8" V-5° 130A 5'-5" 4'-4" 13&0 5-4 4'-4' 4-4 140.0 146A 5'-2" 4'-3" 160A W-1' 4'-3" 0 5'-0. 4'-3. 160.0 4'-11' 4'-3' a, Yluir N.V. w Peaty : '02011 nLTECO INC. 1LECOmc. P.E. 67 SLAT PERFORMANCE CHART IV- (LESS THAN 1/8" SLIP) FOR A A,S.D. GIVEN DESIGN LOAD RS.T. SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS 3VOKWIK BOLT3ANCHOR 8 5/18'm TAPCON XL ANCHOR POURED CONCRETE 0 POU C CREfE CR GROUT FILLED CELL CONCRETE BLOCK IR6 MN114UM VALUE POSITIVE AND NEOAYN B611 m AM. LOAD POST w RSA: LOAD WOM1Y OA6�0.1i (pit)u VAX SLAT .Lm:N Fr :lowfff V@ am torlall * TIN. SLAT VAN twe � yju-mur Quyt�¢ C- 8 ® MR Hem ta61. Smsw qw 10 `t OF (TOn)� V►70 9TORM 8A4S NO ZONES WO �1E - 30.0 6'-6" - 0 _0. 1. - 5. 3&0 1 6'-3° 40A 1 6'-0" 41LO 5'-10' 5110 5'-9' B&O 5'-7" 00.0 66A 5'-4" 70.0 5'_3. 7U 5'-1. 010 4'-11' 66A 4'-10' 00.0 4'-S. - 96A 4'-6. 100 4'-5" 105.0. 4'-4" 1t= 116A 120A V-0' 12U 3"-11" 130A 3'-11" 136A 3'-10" 140.0 3'-9' 14U S-8" 150.0 V-7' INA 3'-7' 160.0 3'-8' FLORIDA BUILDING CODE (Non high Velocity Hurricane Zone) Naudlus iftuiv35 Y.CDRAM Br .V./LG./A.O. 12/12/11 DATE -EXPERT SHUTTER SERWCES WC. T828 S.W. 13LTMORE STREET PORT ST. LUCE. FL 34984 PIOIE: 1 14E-E38 0. FAN:r.r(772) E71-GEE° 1 1 -242 DRAWING Na eueema� ens 1.aeons 1Y6 SHEET 18 OF 28 . �" ..�... uv.. . SCHEDULE VC: & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S. POURED CONCRETE OR GROUT FILLED CELL CONCF (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) ILD FOR MAXIMUM A.S,D. SLAT SPAN RANGE PURE RATING O'-4' > 4'=5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12=16' > 16'-20' (Psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 .240 1328 320 1823 400 >41-60 - 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 1 616 200 767 240 796 280 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 3fi0- 1345. 420 15&7 540 2112 640 — — — — > 121-1-40 552 280 960 350 - -1003 420 16-12 490 1869 630 - --.2039 635-- — — — — >141-1601 781 320_ 1186 400 - 1322 480 J 1873 1 560 -1 1740 1 640 - — — — I— — — *NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY TWIT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAM. SEE THIS SHEET FOR Vx A Vy VALUES. Vy SIDE RAIL` VX 116— Vy II SLAT r—SPAN-1 [o] SLAT SPANDEEINITION 1441E�(`� ........... � A 3Q�•: 'SENS'''••.. 0 2011 TILTECO INC. C O Inv. •—moD: tatocoadd.com ES-0009719 WALTER A. 0W Jr. PE FLORIDA Uc. 44167 FLORIDA BUILDING CODE (Nan High Velocit; Nautilus EXPERT SHUTTER SERVICES INC. 1626 S.W. SILTMORE STREET PORT ST. LUCIE. FL 34984 Hu"icane Zone; DRAWN BY: Y.C.V./LO./A.O. 12/12/11 DATE 11-242 DRAWING No SHEET 19 OF 28 SLAT PERFORMANCE CHART Ibf & ICi: (ONLY VALID FOR W SLIP) SLAT PERFORMANCE CHART nbi & Hot- (oNLY VALID-FOR-N4" sup), FOR AGIVEN MAXIMUM,AS.D.DESIGN PRESSURE RATING(pAQ AND WATER MOUNT CONDITION FOR FOR -A GIVEN MAXIMUM A.S.D. DESIGN PRESSURE RATPIOQii.Q AND mwn'E2MOUNT OCNDnCN FOR INSTALLATIONSWA7SrORMBARSFERDErAL28ELOW INSTALLkTIONSWOSTORM-BARSFERDETAIL28ELON - CHART lbi- i CHART ICi CHART nb � CHART UCI _ i - LK W A im wmm pOnR A101s01RUK WAN 46A'OTAPCONXLANCHOR W K POWK "A yy� 6/IE'®TAPCONXLANCHOR ;'" �y $uTjylp 5H8 yjp SPMJ (n) Sp _ • , UU "JW=wTO-: TorraF It� ce) REJgUfrID4 BlAN— T (in) SLAT P[MIFORMANOF CHART Ml (ONLY VALID FOR 1b"M) - FOR A GIVEN MAXIMUM AS,D. DESIGN PRESSURE RATtNQ (P.FQ AND 6}MTER MOUNT CONORION FOR -_ INS1'ALLATIONe WADS IORM BARS_ PER DETAIL 2 BELOW L CHAl3-T Mbi '- aeon 1' * . CHART Mat .. „e Iidag wvus �B.I eoAnelA an Id®KATA utln - - AN W11t ki illAi ASo:- 100° ;^e a YaPeflN x� aNCHOR `. iLm WAN- JAW'flumink (tt) YIO(. SLID SM ILWA" (FT) ==-To M W 1W 0n) L wt- b ND'10Asa oSTORYIYO _i6 a -4Ye1QA o 0 7 -6' 7'-e' F 6'-7 1'_ a 14f3A=M -V-2-._ =.�_T-2'--_�g'_4=-- -_ --�.1'.�__. _._._8_1 4•­ - M -_ 8'-9.4'-9' 6,-1.1^e 1 4' w. 6'-$• 6'-6'W-11^ 1' a 1 4' 40.0 fir, 6'-3• e'-3. e'-3- e'-7- -1' a 14" w e S'8• 1• e1r rk MR S'AN CEi1)mm h� INSTALLATION INTO WOOD FRAME -STRUCTURES 1 - " (3�ERFOR E.CHART IDf riE68 N 118" 811P1 ; FOR A GIVEN A.S.D. DESIGN LOAD (PAQ, MWrrER MMW CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WDSTORM BARS PER DETAL289-M EIAA'g WON XLM- MR. .-UKY�AfBL 1ALD^�^^IR pavlow .US, WA _%wx _ DEMLao r.(pefj-. MAx aATr iPAN . 'lrtgar+ - ra AiiAT �►+ - FT -� _ IT�ai or MAT OA) - y�M}/Itr_ ® ®� 1.�SMt�[tft ® ®z W/o �IORII_BARS 1 Iso mxe 4U O'_g• 1-' 5' eM e'-10' FLY1100D AND Y!I (2) 2•10' WOOD STUDS (1YP. DO1 Sim wT'DI'a) t -- • VAD FM 011I119'RR-SM 04 Ai SMMM FfE.J12-(916" . SPtiRE.plE�it=81F1{G�O.1� BCU*M FIE #2 (G.d* w WD FQi SDUIWM PK fRA WgltB A, . us twaer was eDrmt lane AID Im®+e A!8 ,61D - - MIo 1wa . WOOD OWE_ SOUTHERN.PINE /2 (0=0.55) hUeDt' (it)e' (M . m toWWr e� - 4'-5. euuo-r/ 101� 4'7--5- Loan '� 0'-0' W o nAI e IN miles .Ito me 5 .1/2' 80. 1' UGLAS70-SOUTH (G=0.46)' 60 4'-e' , 4'-6• PRLNE PINE-FIR-SITH G=0.30 60 , 4'-e• 4'-v SLAT NijtLuLlumai -- -- • -- . - - - � R Yil 2'a4Woo STUDS ..._ .-- - - - • (14P. EACH 40E,-SDW) t . _ ... DETAIL-1 (ELEVATIQW 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS_AVAILABLE FOR. -THE CORRESPONDING. SLAT SPAN AND A.S.D. DESIGN. ._. I nAD. . ESCHEDULE : t WOOD FRAME WALL m BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON-OETNL AND'PROVISIONS-fROM-CHAPTFR-'23-0 THE FLORIDA .BUILDING CODE. `MINIMUM LENGTH OF WALL AT EITHER SIDE OF -OPENING SHALL BE 330 . 77 FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane) C 2011 T0•TEW PAC. Nautilus IWLCO/LL(L/A . IL E C O INC. �aOgT� 12/12/11 DAU TCSVING • eHWHOMINo COMPANr _ EXPERT SHUTTER SERVICES INC. .. . .... wlol.� o�Iperf, R .u10 -1 e2e S.W. ML1NORE STREET '- -" 1 T -242 - "' ST. UJ= FL 349/4 rmel6 -000 OeCI.00111 HlOei NO) 742—OM . FA1h e71-09M aMWINO W eB-OOOe7)9 RLRD1 Uc,' 44fe7' _ __�_ . _ .y �",�_ � - �_.. _ __ - _ SISEf 20-af 2e_ LE WALL MOUNT & BUILD -OUT MOUNT TO 2"X4" WOOD STUD (SEE DETAIL 1 ON SHEET 20) WS RATM PAWE (PH) SLAT SPMI WMK1E of—C _ SOUTHERN PINE #2 5 30.0 6" 40 6" 60 6" DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6" 40 fill SPRUCE PINE-FIR-SOURi C=0,36 s 30.0 fill LOAD GIVEN WALL MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1l2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE MAXIMUM T SPAN RANGE RMIN1Ym4'">#ms'>sma (o.�) >amr'>r tog '>amta SOUTHERN PINE #2 (G=0,55) 5 30.0 6" 1 6" 6" 1 6" 6" 6" - 40 6" 6" 6" 6" 6" 4 3/4" 50 6" fill 6" 6 4 3/4' 3 1/2" 60 6" 6" 5 3/4" 5 1 4" 3 3/4" 3" DOUGLAS-FIR-SOUTH 0=0.46) 5 30.0 6" 6" 6" 6" 6" 6' - 40 6" 6" fill 5- 1 4" 5 j 4" 4 1 4- SPRUCE PINE -FIR -SOUTH G= 3 s 30,0 6" 6" 6" 6" 6" 5 1 BUILD -OUT MOUNT-TO-2"x6" WOOD STUD- WITH MIMMUM 1/2" PLY -WOOD (SEE OSTAIL 2 ON SHEET WOOD GRADE MAMMAL - E SLAT -SPAN RANGA= Dow (a.0 c-4' r > 44- r =r > 6'-4 ` r > G 7- > r-e r "-tw r= =010 5 30.0 fill 6" 6" 6" fill fill 6" 6- 84 6" 6' 6" SOUTHERN PINE #2 40. 8" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" fill 6" 6" 6" fill 5 1/4" 5 1/4" 4" 4" 80 8" 6" 8" 6" 8" 6" 5 3 4" 5 3/4° 4" 4" 3" 3" DOUGLAS-FIR-SOUTH s 30.0 fill 6" 6" 6" 6" 6" 6" 6" 6" 6"E41 fill (G=0.46) 40 6" 6" fill 6" 6" B" 5 1/2° 5 1/2' 5 1/2" 5 1/2" 4 1/2" SPRUCE PINE -FIR -SOUTH s 30 0 6" 6" fill fill fi 6" s" s" 6" fill 5" MAX. SPAN FOR SLAT FOR A -GIVEN A.S.D. DESIGN LOAD - SHALL NEVM EXCEED MAX. SUIT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON�20 SHEET. FLORIDA BUILDING CODE TABLE 2. STORM BAR SPACING "a" (FT) CPA 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 8' 8.887' 50A A,B,C,D A,B,C,D A B,C,D A,B C,D A.B,C.D A,B,C,O AB,C,D A,B,C.D A,B,C,D AB,C.D 35A A,B,C,D A,B,C,D AB,C,D A,B,C,D A.B,C,D A,B,C,D AB,C,D A,B,C,D A,B,C,D A,B,C,D 10,0 A,B,C,O A,B,C,D A,B,C,D A,B,C,O A,B,C,D A,B,C,D AB,C,D AB,C,O A.B,C,D A,B,C,D 4&0 A,B C,0 A,B,C,D A,B,C,O A,B C D A.B,C,D A,B,C,D A.QC,D A,B,C D A,B,C,D A,B,C GM AB,C,O 'A B,C,D A.%C,tl AB,C,D AB.C,D A,B,C,D AB,C,D A,B,C,D A,B,C,O A,B,C 58A- &4.C,D I A,B,C,D A,B,C,O A,B,C,D A,B,C,D A,B,C,D AB,C.D A,B,C,D AB,C AB;C- 0&0 A B,C,D A,B,C,D A,B,C,D A B C,O A,B,C,D A,B,C,D AB,C,D A,8,C A,B,C A,B,C 6" A,B,C,D A.B,C,O A,B,C,D I A.B.C.13 - 8.C,0 A,B.C,D A 8,C AB,C A,8 C AB 70A A,B,C,D I AB,C,D A,B,C.D A,B C,0 A,84,0 A,84 A,B,C AB.0 AB A i5A A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B A A �0 0 AB,C,D A,B,C,D A,B.C,D A,B C,D AB,C A,B.0 A,8,C A A A �5 0 A B C D A,B,C D A B C,D I 6,Ej.C,D A.B C A4B,c A,B A A A KO A,B,C,tl I A B,C,D AB,C,D I A,B,C' A,B,C A,B,C A A A A III A,B,C,D B,C,O A,B,C.D A,B C AB,C AB A A A A 100A ABCD AB,C,D A,94,13 ABC ABC A A A A A 105.0 A.B.C,O A.B,C,D A.B.0 A,B.0 A,B A A A A A 110.0 A,B,C,D I A.B.C.D A,B,C A B C A A A q I A A 1160 ABCD BCD A,13,C A,B,C I A A A A A A. 12MO AB,C,O A B C A.B.0 A,B I A A A A A A 12LO AB,C,D AB,C AB,C A A A A A A A 131LO A,B,C;D AB,C AS,C A A A A- A A A 135A A,B,C,D A,B,C A,B,C A A A A A A 140.0 ABCD A,B.0 A,B A A A A A A 14&0 A,B,C,D A,B;C A,B A A A A A A - 150.0 I ABCD I ABC A A A A A_ A 155A A,B C' A,B A A A A A A - 11110.0 A B A A A I A A ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT* & S" Min. THICK POURED CONCRETE (('c = 3000 psi) B 3/8"oxt 1/4" POWERS CALK -IN ANCHORS W/ 1 1/4" Min, EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ox3/4" ALL POINTS SOUD-SET ANCHORS W/ 7/8" Min. EMBEDMENT39TO POURED CONCRETE (f'c = 3000 psi) & 1/4"o-20, 18-8 STAINLESS STEEL MACHINE SCREWS D 5/16'o ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 2899 psi) * EMBEDMENT IS BEYOND ANY FLOOR / CEILING FINISH STORM -BAR SPACING "a" (FT) Ing 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 8' 6.667' 3U A,B C,0 A,B,C,D AB,C,D A,B,C,D A,B,C,D AB,C.O A.B,C,D_ A.B,C AB,C A,B,C 35A ABCD A B,C,D AB,C,D A,B,CD A B,C D A,B C AB,C ABC A,B A �00 A.B,C,D AB,C,O A,B,C,D AB,C,D A,B,C A,B,C AB,C A A A 45A A,B,C,D A,B,C,D A,B,C,D A,B,C A,B,C A,B,C A A A A SU A,B,C,D A,B,C,D A,B,C,D A.B,C A,B,C A A A A A SU A,B,C.D A,B,C,D A,B,C A,B,C A A A A A A OU - A,B,C,D I A,B,C A,8,C I AS A A A A A A SU A,B,C,D 1 A,B,C A,B,C A A A A 1 A A 70A ABCD ABC AB A A A A A A 70A A,B,C,O A.B,C A A A A A A - - 50A A,B,C A,B A A A A A - - - au ABC A A A A A A - - 00,0 A,B,C A A A A A - - 05.5 A,B,C A A A A A - - 106,0 A,B.0 A A A A 105A A,B A A A A - - - 110A A I A A A - - - - 115A A A A A - - - - - - 12010 A A A A - - - — 1254- A A A - - - - - - - 1304- A A A - - - - - - - -135A A A A - - - - 140.0 A A A - - - 145A A A A - - - - - 150.0 A A - 163.0 A A - - - - - - - - 1lOA A A FLORIDA BUILDING CODE (Non High Velocity Hurricane MAXIMUM MULLION$(FT)-- (Imn - WAR©'4"ubStt/4"MULLION mull To - G1 4"x8°x1/4".MULLION= 02 4'x75c1f4-THI0K (31erFLAW MULtJON ONSWATI it W OAIEMANON f2. ORIENTATION 1 ORIQ4CATWN-Q2 ORIENTATION f Olt END -'I MOOR -UM - INTERIOR - END INTMEMORV7'-7- INTERIOR ENO OR END I INTERIOR .-NA = 20.-0 _..-• 12 -0 -0-4 10 -7" 12 -8 - 9'-B" _ 7 -e - -12 -S ' BB,O .1 20'-0' . 7 -e 9'-3 6'-B' 1 V-6 e'-8- 10'-0 -12'-6' ' -8'-11 e'-11' 12'=6- 40A 20'-0' 6-10' B'-io 8'-4 10'-11 a'-1• 9-7 -12'-6' � 6'-6 6-e• '12'-p'4eA 20'-0' = e'-S" B'-6' e'=0' 10'-6'7'-B" 9 -3' . 12 -S' T-f 1 ` I e'-Y 12'-a- -80,0 •20'-0'- 6'-2- 8'-Y a'-o' 9'-11!--7'-e 6-I1'1° 12'-0' eae20'-0% a -11' T-1 t B'-9' 9 =0 6'-8' p - 12 -4' a -9 a -T 12'-0'e0A T-9 B,-0' B -6' 6'-4' a-a,12'-0° 6'-4' S -8" 12•-a' e6A 19'-4" D'-9 7'-9' S'-4" e'-4' 6'-e a -4' 6'-2 11'-10' a =4- B -6 . ' 12'-e'.' D -9! 7'-8' D'-4" , e'-2 6'-3" . a -2 B'-2' 11'-0' 8'-3° B'-5' B -a 7110 l e'-a' a -B' 7'-7" a'-4° B -0'. - 6 -�' a -0' e'-2 - 11 -T. 0l-J 8'-4• 5'-a f 2'-S' D -9'- 7 -7 a'-4': - T-f 0 a'-J' 7'-10' 6'-2' - I V-6' 6'-3 S'-3" - D'-6 - 12'-4" am IS•_0° 5'-D• T-7" S'-4' - T-9' 6'-J'. 7-9` 6'-Y "11-D' 8'-3' 6'=2' 5-a - 12,-3 e00 14'-2° 5'-10' 7'-T 5'-5' - :7'-D" 6'-4' T-9' e•-3` 11 -5• 0'-4' 8'-2' D'-7 - 12'-3 �S? I]'-6' D -10" . 7 -7 D'-6' - 7 -9- 8 -5 7 -0_ - a'-4" 11'-5• -D 8'-2'- a -a. 12'-3 . 100A - 12'-9' S -11 • = T-T B'-7!: -Q'- 6'-8' - 7 -9 B'-4' - 11'-5' 6 -6' S'-2' B -B 12'-] 106A = _ 12'-2" W-O" 7'-7• -0_-7• 7'-O" _ W-9' 7 -9 6'.-B -11.-5' - - F-7' 8'-2' - .. W-9. 12'-3 1f0A 11'-T a-0` T- 5'=8' T-Q` 6'-8! " 7=91 6'-'- 11'-Y .... 6'-6' B'-2' B-fO t2'-J 11 I1'-1" -e-1• - ..7'-7- • 5,-9- - - 7-8 6'-9• - 7'-9" a'-7' 1V-6• - W-9' :. - 6'-2'-- .� -0-11 12'-3 to'-e`- 6 -1' .. T-6 S'-8" .. T-8 - a'-10" 7 -9 -0'-7 f P-5' .- . 6'-10 a'-Y - -6'-O' 12'-3 _ 19e0 - 10 -2" ...e -Y 7'-7 8'-10' 7 -10•- 7=0' 7'-10' 6'-D' • t t -B" 7'-0' . 8'-2- R-1'. - - 12'-3 taeA 9'-10' • e -3• 7'-7' - D'-10• -9' T-0' 7 -9 11'-5' T-0' B'-2' 8'-1' 12'-3 _taeo.:_9_-5'_._T-Y_ __7-10' a'-10' -111-5' T-2 e'-2' 6'-2' 12'-J 140A- 9'-1' - T-T . - e'-0' .. -7 -10!- . T-J' T-fO' 6'-i f- 11'-e' =T-J' e•_2• . - a -0 - . 12'-3-. - 14aA 8'-10• a -5' 7'-e' 61-01 7 -9 T-4" 7 -9" a'-11' 1 V-5' 7'-4' 8'-2' a -3 12'-J - 100.0 e'-e• a'-lY T-T B'-1' T-9 T-5' T-8' T-0' 11'-S' T-5' 6'-2• 8'-4' 12'- _188A- _.6'-3'-. __a' -a:- _7.'-T__ ....6'-2'-- ---T-9!__ __r-p' _ -2_-9'-_. --Y.-f.._.. �1_-S'__.._-7_'=5'__- -a'-2'__.. -_-6'_-8'_ 100A '-o' a'-7• '-e' a'-2'.. T-0• 7 -9' '-7• B'-2' a•_ - _12'-3. - INT MU MULLION SPACING: "S" - M MUM (FT): ` 14p�ar ARM-FI&4wmuw0N '- � 4"x8°x1/4° MULLIO_N... _ ` . 0 4'k8"x1/4°.MULUON - - - C 2 - 45d'idiir 7 ICK OAIEMAAON 1 - ORIENTATION,. 2 ORIENTA710N t OWFNTA71l7N 2 ENO.-. INTERIOR- . 'END - `INTERIOR END '. -INTERIOR - -END NiEAIOR IN IOR ftll 20 7'-10V7-ml 7_-3 12'-0'9 -4 0 -7" E -0 - 12'-612 -5 W&- 2O'Z 7'-4' 6'-9' 11 -B': 8:-B 10'-0' 7 -7 _ 12'-6'- 12'-64" 20'-0 6'-10•. a'-4- 10'-11• - B'-1 9'-7' T-3 12'-6' r6-2 12'-6' 20-- 6'-6'. 61-6' 10'-6• 7'-B' 9'-3' 6-11` 72'-6'.12'-6• S0.0. -20'-0' --6'-2'. 0'-0' - W-2' 7'-4 8'-11" 5-3 12'-6'• 12'-a '-0' - 5'-1.1'..-:.-5--9'. _ _Q'=10•- -'7'-0. _-p'-7•-- - W--Ip"_ 12=4'-'..12,-p 5-9' 6'=a' 9'-B' e'-fb e'-e• . - 4'-S" 12'-0' 12'-5' 451A 18'-e 5'-9 F- 9'-7' -10' B'-5' 4-6. 11'-10' . 712,0 - iT-4 5•-9' T-e 5'-4° 9'-a' 6'-1b- B'-^r' - 4 -8 11'-9' 71f0 te'-e 5'-9' 7=T 5'-4' Q'-5' a'-10 B'-3! - 4'-S" 1V-7' 5'-6 TS'-9'- 51-9' - T-T' - S'=4' ,' '9'-4" 6'-10°- - p•_3•. ., .4,-8. - -1f•-p•-. _D•_S.. -K12�4 �. 18-0' S'-0' :. T-T S'-4'• _-r9'-3! 6'-f0` B'-2'- ; 4-8-' 11'-5' D'-6- e0A 14'-2' 5'-10!' T-T 3'-9' 0'-]' . 6'-11' a'-J' 4'-10' 11'-S' S-7 -WA-- 13'-6! __ S-W 7-7- 5'-e" -J' 6'-11• .8'-3'..r 4'-11'• 11'-5' 5-8 12'-W r 5'-11' - 7 -T_: _ 3'-T Q'-3' _ >'-0' 6'-2•. n a'-0 fY'-5'._ D'-9 100A� 12'-2" - S'-0" � T-7 ..S=T _ 9-3' ..T= B'-Y. .�5'.=1.----11'-S' W-9__.41SA- 11'-7 -5'-0 T-7 -'. _ 5'-a'. 9 -3'- - -7=2" B'-3' - 5'-3` 11'3" 6-10"a'-i'7-7' e'-Q' Q -317'-2 8'-3'._.- .. a -4 11'-5' D -11'JWW10-8" -6'-1' - 7 -Y S'-9" 9'-3' - T-J' - B'-0'- '. D'-D•. 11•-S' a -0' l2w t0.-2•- 6'-2' -7 6'-10' Q-3• - _ T-4 . 7-3' e'-9._ }1'-S' 6-1' 12--J 18t1A- -9'-10• '=-8'-3' - T-9'. 5'-10' -9'-3' - 7'-4- e,-T e'-9' it'-S' a-1' 12'-3 - 188A- -5' S'-4" 7 - -0'=11" 9'-3• T-S' a'-3" 5 -10 t l'-5' a -2' -12 -3 140A- -- 9'-1 8'-4-'... 7-7. _ --6'e0._. . 9'-3'-_ - _7'-6_ :. g'-3• _ 6- 11 . 11'r5' _ 8-3__. 12'-3 14LO a'-10' 0'-S' T-6' e'-0' 8' ]' - T-6• a'-2' 5'-11 11'-5' 8-3' 12'-3 1040 - B'-e B'-6' 7 -7' S'-1' 9'-3' 7'-1' 8'-2' 7'-0 11 "-5- V-4- 12'-3 am 8'-3• 6'-8• 7-7' 1 V-2' 1 9'-3' 1 7'-8' 1 e'-2' 1 7'-1" : 1 V-5' 6'-S' 12'-3 - - ' MAXIMUM MULLION SPACING SHALL BE SUCH THAT. MAX. ALLOWABLE SLAT. SPAN FOR THATAS.D. DESIGN LOAD SHALL NOT BE EXCEEDED.- -- - - - == t MULLION -ORIENTATION IS AS SEEN FROM THE OLITSIDE (EXTERIOR}OF SHUTTER - - d9 �64piiaNiy,��� ' FLORIDA BUILDING CODE (Nan High Velocity fiurrreone Zone) \\\\\1f 'KjENS• - 02011 MTEtO INC, Nau ft C�1- Y. .-�4,0. V �L iCi IMc. aba(ar r2/12/11 AR _ 6Are -�_ TIw1 TN_Q A- ENGINECRINQ e6YPANY _EXPERTS IVI" ER � SERVICES INC. -- 'k -- - ♦ see xN: 74U 1E, ti�p�, 1wae. awrxs n yI--1a16-SN:-IiLTY0I8: StREET.'-'.11-24.2 ¢ ♦ Nnr i (]mpl"t6f0 . rr te11 r A ., ,7 �A [y ♦ � - PORT St. LtiCE, FL 34984 DRAWING No r (` ♦ 0-m l: NNCoo"xii,m PXONE: 1 74G-IWALTER Oie nVh ._.._ _. �_ - - - /CL♦ • • - _.- MRRA uJ L 44I67T - r - m�-a- - �. 414W 24 Or-26 = ...- _ C m - - ----_------- - -- � �'-�� RE DATE__ mmi _. 04' Vx1/4'MULUON- 0-4'kliPx v.MULOOW- " ` F471Tjr1OK0RANMWAUON M:MULLI -(En -�---- --- mom- m- a •' - .- '' 6 4"xs'k1/4" MULLION . _ _ - ---- ..ORIENTATION It31 :4-xirx1(4' MULLION-` _ r 1.. -. t E 4'iM1I41HI0K 'f M%IMUWJON _ - ORIENTATION. 1 02 . ORIENTATION "t- -ORIENTATION ORWATI 12 END. . INTEPoOR ENO "_ INTEPoOR- _END INTERIOR.. END -INTERIOR END. INTERIOR -92- - -9=-- -11.-6.- ---9 -6..-- -12--6'- _t2 - '1Z-Br- - io 7 -- -12 -8 -. 7 -3 -' - t2 -p - eeA 12'-00. 9'-2''= 10-11' Q'-2' 12'-6't_ 12'-6" 111-110- -10'-00 12'-8' 12'-6' - 40A 12'-0' .8'-8' 10 -6 8'-B' 12'-6' 1 '-8 -11 •_4•. - 9 -6 12'-e' 12'-e 8'-4' 10'-1' 8'-4" T2'-5" f0'-it" f0'-11'r 9'-1 '" 12'-6'8'49 - ._f 21_6• -12._e.II6D 2'-0' T-10' 9'=7'-10 - 11-6' B'-W 10'-3' 8=6 1Z'-6' • 12'-8• 12'-6'88.0 2'-0" T-2' 8'-11• _7'-2' 11" 8'-1`- B•_6•. 8'-0' 12'-6'' 12'-e12'-06'=17' 8 -8 6'- 1. -10'-B' 8- B'-5' 7 -10 12'-6' ]�-l 12'-6'700 12'-0= W-6'- - 8'-8-.-.. -6•-8'. 10'-6' 8'-S'- • • 0'-3- -T-8 12'-6• f-' 12'-e'12'-O' 6'-S' 8'-4' 6'-s". 10'-3• 8'-2 • F-O' 7 -8 1 Z'-6' ' 12'-e-_-8'- 0' 12'-8• 2'-0' 8'-1•8'-0• 6'-1'-_'''-e'7'-0' 12'-5• ' 12'-6•12'-0' 5'-11' 7-10. -s'-11''- 12'-e'-7- - -S'-g•--.._ g'-7•.:._T-4" -6-V B-&- 11'=B'-.• 12'_5. '-0' I W- '-7 . 5 -W 1 T-10' . MAXIMUWMULUOWSPACING"SHALL OF SUCH THAT MAX ALLOWABLE SLAT SPAN FOR'THAT AS.D_DESIGN LOAD SHALL NOT BE EXCEEDED, t MULLION ORIENTATION IS ASSEEN FROM THE, OUTSIDE (EX[ERIOR).OF`SHUTTER 115 I INTERIOR FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 's' 's• '9 02011 TLCTEM NC. DRAM Br; DENU.C.Y./La./AA Naulus MULUON SPACING"Se Rm mm*rsyhA12i12/FILM rc611No A-04GMEERi O-COMP Y - EXPERT_ SHUTTER. SERVICES INC. � - . Lm x... ,m. a. .eau n ��et 1628 S.W. SILTMORE STREET S F ,` n... r pmPia+E`- mNe Wlwm+I-�u1 s . LU E. FL. 34ge4 - $T C p PIIO.i POITIT7 T� , r. e7t-02w 11 242 ki c uma 1u YA101U1 1 00 MAXIMUM MULLION SPAN (FT) © 4'k6'k1/4" MULLON G1 4"x8"x1/4" MULLION ® 4'k75t1/4' THICK (316' FU&M MULLION aaB10 (P-0 ORIENTATION 1 ORIENTATION 2 ORIENTATION 1- ORIENTATION )2 Q ORIEMATION 1 ORIENTATION-#2 END _INTERIOR END I INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30A 7'-0 12 -a I T-B" W-6" 12'-6 12'-6" 12 -8" 12'-8 12 -6' 12'-8 12'-8' 12 -6" I T-S" 30 1 7'-0' 12'-8° 12'-0" 12'-e" 12'-8' -' 12'-6' - 12'-6" 12'-B' 12'-6" 12'-64 12'-S" 12'-0" IT -a" 4060 7'-0' 12'-6' IV-60 12'-8' _ T-S' 12'-6' 12'-8' 12'-8' W-8' 12'-6"- 12'-8" 12'-6" 12'-B" 4BA 7'-0' W-6" 12'-0" 12'-6" 12'-0' 12'-6' 12'-S' 12'-8' 12'-6' 12'-8" W-6" I2'-8' 12'-B' 00.0 7'-0" W-6' ll'-7' 12'-8" 12'-6' 12'-6' 12'-61 12'4' W-6" 12'-6" 12'-60 12'-0' 12'-S" a" 7'-0' W-8" IT'-P 12'-6" 12'-8' 12'-6' W-3" T2'-8' 12'-8" 12'-S' 12'-S" 12'-B" 12'-S" a0.0 7'-0' 12'-S" 10'-f 1" 12'-B" 12'4' 12'-6' 1V-11' 12'-6' 12'-8' TV-80 12'-8' W-8' 12'-a" am 7'-0' 12'-80 10'-8' 12'-1" 12'-0" 12'-6' 1 1 V-7' 12'-S' 12'-6" W-80 12'-6" 12'-6" 12'-S" 7" 7'-0' 12'-6' 10'-5" 11'-6" I2'4" 12'-8' 1 1 V-3" 12'-6' W-6' 12=6 12'-S" 12 -6" 12'-0' 7" 7'-0' 12'-1" 10'-2' 10'-11' 12'-8" 12'-6" 11'-0' 1V-11' 12'-6' 12'-6" 12'-6" 12'-a" 12'-0" 040 7'-0" I1'-6" 9'-11" 10'-6' 12'-4' 12'-8' 10'-10' 11'-5' 12'-6" 12'-8" 12'-4" II' -II IT-6' a0.0 1 7'-0' 11'-0" 9'-9" W-2' 12'-1' 12'-0' 10'-7" 11'-0' W-B' 12'-8` 12'-0" 1 V-4" 12'-6" BOA T-O' 10'-7' 9'-7' 9'-10" 11'-10' 12'-5' 10'-5' 10'-8' 12'-6" 12'-2' 11'-a' 10'-10" 12'-6" A0 7'-0' 10'-2' 9'-S' ' 9'-6' 1 V-7' 1 V-11' 10'-2' 10'-4" 12'=8" _ -1 V-9 W-4' 10'-5" 12'-6" 100A T-0' _9 =10' - 9'-3' 9'-3. 11'-5" I V-6' 10'-0" 10'-l" 12'-6" I V-5' I v-0' 10 -I 12'-c 1040 7'-0' 0'-6" 9'-1' 9'-1" 11'-3' 11'-2' 9-10' 9'-10' 12'-S" 11'-1' -10'-9' 9' 11DA 7'-0' 9'-3' 1 a'-I1" 6'=L0' 11'-I' _ 10'-10" 9'-9" 9'-7' W-a' 10'-9" 1 10'-6' R'-5" 1 IT-6" 110.0 T-0" 0'-0. 8'-10" 8'-7` 10'-11` 1 10'-7" 9'-7° 9'-5' 12'-6" 10'-5" 10'-3' 9'-1" 12'-8" -190A 7'-0" a'-9' J8,4" 'B`-5' 10'-9' 10'-3" 9'=5" 9'-3' 12'-6" 10'--2" -10'-1' 9'-10' 12'-0" - 126A V-0- a'-8" 8'-7' 6'-2' 10'-7` 10'-0" 9'-4" 9'-1 12'-6' 9'-11 9'-10" B'-7' -12'-8' 13U 7'-0' 0 -4 8'-5" B'-0' W-a° 9'-9" 9'-2' 8'-11' 12'-6" 9'-9` 9'-8' 8'-5 12'-0" 13U 1 8'-4" 7'-9' 10'-4' 9 7" 9'-1" 8'-fl" 12'-60*- 9'-8' 9'-6' 8'-2" 12'-V 140 7'-0' a.-O" 8'-J' 7'-7' 10'-1" 9'-4" 9'-0' B'-T 12'-8' 9'-4° 9'-4' a'-0' 12'-6' 146A 7`-0' 7'-10' 8'-2' 7'-5' 9'-9' 9'-2" a-10" 8'-8' 12'-6' 9'-2" 9'-2" T-10" 12'-6" 1BOA 7' 0 7'-8 8'-l' 7'-4" 9'-5` 9'-0. 8'-0. 8'-4' 12'-6' a' -III 9' -0. 7'-8' 12'-8" 15" 7'-0' 7'-8" 8' V-2 8-10 8-S" 8-3 2- ' 12'- a 2'-a"-0T-2 IOU 7'-0' T-4' a'-10' 8'-1' B 7'-5` IULLION MULLION SPACINGS" Meall "n8FAO YN 10 . ( 4 MAXIMUM MULLION (FT) QO 4"x6'k1/4" MULLION O(�1 4"0"x1/4" MULLION Q2 4'x7'x714"THICK RANGE) MULLION .ORIENTATION 11 W -ORIENTATION 02 ORIENTATION 1 ORIENTATION 2 ORIENTATION 2 ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR ENO INTERIOR 30.0 T-0 12'78' I V-6" 1276 12 -6' 712'-8" 12 -6' 12 -6 12'-G' 12 -6' 12 -8 3BW 7'-O' 12'-8" 12'4' 12'-8" 12'-6" I2'-6' 12'-6" 12'-8' 12'-6' 12'-6' 12'-8' 40.D 7'-0' 12'-6` 12'-6' 12'-6" 12'-8" 12'-8" 12'-6' W-6' 12'-6' 12'-6' 12'-8 40A 7'-0' 12'-8° 12-0' 12'-0" f2'-8" 12'-" 12'-8' 12'-6' 2'-8 12 " -S 00 7'4' l2-80 11-7` 12'-8" 12'-6" 12'-8" 12'-8' 12'-6' 2'-8' 2'-8° 12'-B' BA 7'-0' 12'-6" 11'-3" 12'-G" 12'-6" 12'-8" 12'-3" 12'-8' 12'-6' W-6' 12-8"T2'-8 am7'-0' IT-6" W-1l" 12'-G" 12'-B" F 12'-6' 1V-11" 12'-8' 12'-6" 12'-8' " 6A 7'-0' 12'-6" 10'-a' 12'-1" 12'-6" IV-8" 1V-7' 12'4' 12'-6' IV-6" - 70A T-0' 12'-6' 10-5' IV-6" 12'-S" 12'-6" 1 V-3' 12'-B 12'-6 12'-0 ' 78A T-0' 12'-1" 10'-2" 10'-ll' 12'-B" 12'-8" 11'-0' IV-11" 12-8 12'-8" 12'-0* qA 7--0' 11'-8' 9'-11 10'-8" 12'-40 12'-B" 10'-I0" $1'-6' W-8' I V-11" 12'-6" !A 7--0' 11'-0" 9'-9. 10'-2" 12--1" 12'-B" W-7" I V-O" 12'-6' 1 V-4' 12'-6' 90A 7'-0" 10'-7" 9'-7" 9'-10' I V-10' 12'-5" 10'-5" 10'-a" 12'-6' 10'-10' 12'-6' W& 7'-0-` 10'-2" 9'-S' 9'-S' - 1 V-7" 11'-11 W-2' 10'-4" 12'-8' 10'-5" 12'-6" 1000 7'-0' 0'-10" -9'-3' 9'-3' = IV-5" 11'-6' 10'-0' 10'-11 12'-6' 10'-1" 12' S" 1=0 7'-0' fl'-8' -4-1" 9'-1' 1P 3" 1V-2" -0'-10" 9'-10" 12'-6" 9'-a" 12'-8' 'hDA T-0' 9'-3- 8'-11` . B'-t0' 11 -1' 10'-10' 0' 1150 7'-0' 9'-0' a'-10 8'-7' -10'-11' 10'-7' 9'-7" 9'-5" 12'-6' 9'-1" 12'4' 1 7'-0" 8'-9" 8'-8. -8'-5' 10'-9" 10'-3" 9'-5" 9'-3' 12'-0' M-10' 12'-S' 1111W_ 7'-0' 8'-S' .8'-70 8'-2" 10'-7' 10'-0' 91-4" 9'-1" 12'-6' 8'-7" 12'-6' 13DA 7'-0" 8'-4" S'-5` 8'-0' 10 -8' 9'=5 9'-2' a'-11' 12'-6" 0 =5" -12'-6' 13%0 7'-0' 8'-2" 8'-4` T-9" 10'-4' 9'-7' 9'-1' 8 -9' 12'-8' -a'-2 12'-6. 140.0 _ . 7'-0' 8'-0" 6'-3° 7'-7' 10 -J' 9'-4' 9'-0' 8'-7 12'-8' a'-D" 12'-6° 140A 7'-0' 7'-10" 8'-2" 7'-5" 10'-1" 9'-2' a'-10" 6'-6` 12'-B' 12'-8' 100i0 7-0' T-8" 9 -1' T-4' 10'-0' 9'-0' 8'-9" 8'-4' 12'-6' T-8 12'-8' 100A 7'-0' 7'-6' 8'-0' 7'-2" 9'-f0' 8'-10' 8'-8" 8'-3' 12'-5' 7'-S" 12'-8" 160A 7'-0' V-4' 7'-11' J'- " 9'-9" 8'-B' S'-7" a'-1" 12'-2' 7'-9' 12'-S` • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN LOAD SHALL NOT BE EXCEEDED, t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF SHUTTER. N. TILEPI 0 2011 9LTECo INC. ILIEC0mc. DING CODE (Non' High V Nautilus EXPERT SHUTTER SERVICES INC. 1020 S.W. BILTNORE STREET PORT ST. LUCE. FL 34984 Hurricane Zone) DRAWN BY: Y.C.V./LO./A.O. 12/12/11 DATE 11-242 DRAWING No SHEET 20 OF 28