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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICAB 011/Q E7PLETED FOR APPLICATION TO BE ACCEPTED / Date:. �` Permit Number: 1 6 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)46271578 Commercial Residential f PERMIT APPLICATION FOR: To Select:from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT,LOCATION: Address: 99 0 + he/�r.�ay-v_ /� % For e�'C5L �` 3`A 9S Legal Description: Vin Vj�? CU•y-�o �j Lxyt�-r!n, Cly p P a y 0'6 - I Seo) '. 29 (4Q2' Property Tax ID#: 3 a.7)-90) -0053 - ©o b-"Z Lot No. Site Plan Name: Block No. Project Name: cS_C Ge K� Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: �:�l s'T f�-L L p,--s� �N c� � �v..�r�� c.Gr» 511 w��se-►�'S I g C-Co r c� 0V-) CONSTRUCTION INFORMATION: Additional work toe e orme under this permit—check a appy: HVAC 11 Gas Tank Das Piping _Shutters Windows/Doors Electric 0 Plumbing []Sprinklers Generator Roof F71 Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ `� _74-7 V7 Utilities: Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name \%1A rvia n S e� Name: %r► On, V atm Og Address: LO) tY I V?el beL.-K- CP L+' Company: City: e r-CQ_ State: Address: Zip Code: _-3cACi> > Fax: City: \ • r� Stater Phone No. —772 — zi6 )— 12-22 , Zip Code: Fax: E-Mail: Phone No. _772 — -7 q -t - 1 E92 Fill in fee simple Title Holder on next page(if different E-Mail: �V��1 r► h��s�2�S1 nL� 9� from the Owner listed above) State or County License: o?.y'3g If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _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 to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. YVI k_1 I eNr., l J s Signa re��'er/Lessee)'Co-ntractdr as Agent for Owner Signature o Con ractor cense Holder STATE OF FLORIDA STATE OF FLORIDA (� L COUNTY OF �I—UQGL�- COUNTY OF ) c� The forgoing instrut was ac owledge��fore me The forgoing instrument was acknowledged fore me this��day of 20 L�'by this�ay of 20 rGby VC2 � (Name of person acknowledging) (Name of person acknowledging) C :�J"- ,2 (Signa of Notary P lic-State of Florida) j (Si to blic-State of Florida) 9 Personally K tificatio Personally Know �`4PFV produced M T I i �f�pd of Florida y d _ Not�ry r„ HUFF 0 Florida * •= Commission#FF 234730 9, ,oP; Commission FF 234730 Commission bs' • Explre�$�I)?7,2019 Commission No. ""'•.FOF �o�.�` MY Comm.Esc rf� ' Bonded throw h May 27,2019 r t;; `.°p� Bonded through National Notary Assn. 9 National Notary Assn. Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS S-CHEDULEJI SCHEDULEJ2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+" (IMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLAnON LEGEND NOTI S: CENTER LM ® & ® or or INSTALLATIONS W/ O W CONCRETE & W000 (1) L+: MAXIMUM ALLOWABI W/ ONE N.V. LOCK ® or ® or, or & 8c W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRE HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or ® or ® OR W/ NO LOCKING L-: MAX. ALLOWABLE SPAN CENTERMATES ® & ® W/ ONE HV "T W/ NO LOCKIN S RODS ® ODS MOUNTING A'F,'K & L E, M,R. S. &PV O' A.S.D. DESIGN PRESSURE R LOCK ® W/TWO LOCKING RODS ® TOP.& (SEE NOTE t.It) (VALID FOR MOUNTING 11 BOTTOM SEE NOTES 1t SHEET 7) FLOOR CEILING WA PROCEDURE TO OETERN CONCRETE&W000 / G. H. I, Il, J T, U, W & X WALL MOUNTINGS (TOP/BOT CONCRETE &WOOD INSTALLATIONS V UM CONCRETE MOUNTING & M Mo qu�� �D.p�Cu N p g p O R INSTALLATIONS GIVEN A POSITIVE A.S.D. DE PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRtSSURE DETERMINE MAXIMUM SPAN RATING K� & RATING FLOOR/CEILING MOUNTING MOUNTING GIVEN A NEGATIVE A.S.D. DE (P•�•) (P•�•f') FLOOR/CELNG MOUNTING (p'af') (19%R-) FLOOR' ALL MO DETERMINE MAXIMUM SPAN L+ (ft) L-(ft) L+ (ft) L-(it) L+ (ft) L-(ft) L+ (fQ L-0) 6 MAXIMUM SHUTTER SPAN,"Lt" OR "L FOR 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0' 30 161-0' 16'-0' 30 16'-0' 16'-0" INSTALLATIONS INTO WOOD SHALL BE UMRED TO FINAL MAXIMUM ALLOWABLE 35 14'-10' 14'-10' 15'-2- 16'-0' 35 14'-10" 14'-10" 35 15'-2" 16'-10" 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN 40 13'-1.0' 13'-10" 14'-2" 15'-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERM 45 13'-1" 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1" 45 13'-4' 14'-3" 1 HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN 50 12'-5' 12'-5" 12'-8' 13'-7' 50 12'-5' 12'-5" 50 1Z'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CFJLING MOUNIIP 55 11'-10" 11'-10' 12'-1- 12'-11' 55 11'-10" 11'-10" 55 11•-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE ASS 60 11'-4" 11'-4" 11'-7' 12'-4' 60 11NOTE #5, SHEET 5. '-4' 11'-4' 60 10'-2' 10'-11" RATING: 65 101-10" 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10" 65 9-5 10'-1" DETERMINE:, 70 10'-6' 10'-6" 10'-9' 11'-5' 70 10'-6' 10'-6" 70 8'-9" 9-4' L1+= MAX. SPAN FOR W ALI L2+= MAX. SPAN FOR FLO 75 10'-1" 10'-1' 10'-4' 11'-1' 75 1 10-1' 10'-1' 75 - 8'-9" ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+- OR INSTALLATIONS. 80 W-10" W-10" 10'-0- 10'-9' 80 9'-10' 9'-10' "L-'AND MAXIMUM A.S.D. DE51NG PRESSURE RATING FOR 85 9'-6' 9'-6' 9'-9" 10'-5" 85 9'-6- 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S. SHALL BE LIMITED AS FOLLOWS: RATING: 90 9'-3" 9'-3- 9'-5" 10'-1' 90 9'-3' 9'-3- DETERMINE F120 9'-0" 8'-9" 9'-2' 9'-t0" 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-= MAX. SPAN FOR WAU 8•-9" 8'-4' 9'-0' 9'-7" 1 5 B'-9" 8'-4" LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLO MOUNTING MO ON SHEET 7. INSTALLATIONS. 8'-7" 7'-11" 8'-9" 9'-4" 105 d'-7" 8'-4" 7'-7" 8'-7' 9'-2" 110 8'-4" 7'-7- FINAL MAXIMUM ALLOWABLE s•-z- 7'-3" 8•-4• 8'-11" 115 8'-2" 7'-3- SEPARATION TO G LASS SCHEDULE MINIMUM BETWEEN 'Lt+ 8'-0' 6'-11' 8'-2' 8'-9' 120 W-0" 6'-11'7'-10' 6'-B" 8'-0" 8'-5' 125 7'-10' 6'-8' AL W TO ANCHOR SCHED ALLOWABLE SPAN AND NE 130 7'-8' 6'-5' 7'-10' 8'-1' 130 7'-8" W-5" MINIMUM PRESSURE RATING TO DETE 135 7'-7" 6--2' 7•-9' 7--9" 135 7'-7" 6'-2- WIND ZONE SPACING. 440 r-5" . 5'-11" 1 7'-7" 7'-6" 140 7'-5' S•-1r ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 1 7'-5" 7'-3' 145 7'-3' W-9" TO GLASS 150 7'-2" 5'-.7' 7'-4- 7'-0' 150 7'-2" 5'-7- 155 7'-0" 5'-5' 7'-2" 6'-s' 155 7'-0' 5'-5- 1 TH R U 3 " 160 W-11' 5'-2' 7--1' 6'-7" 160 6'-11' 165 6'-10' 5'-1' 7'-0' 6'-4' 165 6'-10" 170 6'-9- 4'-11' 6'-11' 6'-2" 170 6'-9" 175 6'-7- 4'-9' 6'-9" 6'-0•. 175 W-7' 180 6'-8' 4'-B' 6'-8' 5'-10' 180 6•-6" V-8' O H V B LA D E 185 6'-5' 4'-6- 6'-7- 5'-8" 185 6'-5" V-6" 190 6'-4' 4'-5' 6'-6" 5'-6' 190 6'-4• 4'-5" 195 6'-3- 4'-3- 6'-5' 5'-5• 195 6'-3' 4'-3" 200 6'-2' V-2" 6'-4' 5'-3- 200 6'-2' 4'-2" 205 6--r 4'-1" 6'-3' S'-r 205 W-1' 4'-1" FLORIDA BUILDING CODE(Non High ©2016 k,,,,TT1E11Ef►,,,,,,,, BE A.S.s.A■ Accor W •' "�L' '' TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.N DESCRIPTION 01 * :* 6355 N.W.364h.St,Ste.Sas.VIRGINIA GARDENS.FLORIDA 3315 ASSOCTdfion, Inc. 1 OLD 11-192 Z Phone : (305)871-1530. Fox :(30)871-1531 4268 Westroads Drive 2 . a-mail:tifteco®aof.com West Palm Beach, FL 33407 3 EB-yO,�'••.FC ORIDP.•�,�,�qq.��� WALTER 0.TOLLfi1Jr. P.E 4 AkG p�ifE/DATE FLORIDA LIC. 0 44167 6 ► :III 4OUNzi :: 1"HE'►1 •::*•0►1 .Ra t,• ►11►its vd;j 41 •: •► .:al •: •► .:al 1 •' wir 1 ••av •, � i tar u.t. ..>..••, i �, ,ar a •',wv • i J wr t ••wv.. � xe s ••» ^, i � •• • 1 Ommmm1mmmmmmmm1mmmmommmImmmmmimmm ®mKU"LBRA"0CImM00000EMEMEA""RAM 0!®KU000DmODO"AOWR® �®mn�vvo�mmvv�mo�®momva�n®mmnvvor�noa�000no �mmonvvommmvvvvv�mmvvom©�mm000vnononnnom iL!®m00000m®Q7000[�[� ®Q'00000 ®[I�............ mmmvonon a•mmvovvo a•®monoc�o In®mQvomv 000moom© Inmmnavovm®mvvvo�o®mmnnommmmmno........ . �®mvvvvommmvvvionmmmnnvao®mmonnnon00000m© 01 �®mnonnnmmmonnonmmmonnoo®mmnnnvoionAn000m �®mvonv®®®mvovnommmnmvvommmom®v000�aommv© •_ �®monnom®mmvvvvommmonvovmmmvonovon0000nn ', • ®mivvo®o®mmoovnv�mmvv©�aommmvvovonoonoovv mmmvonv®mmmnnnoommEnonvvommmoo®v000nnum©v • ®®mvou®o®®mvvovom®mm©vvoa�mmmmmr�v000mmm©v �®m�vo®v®®mvonnnmmmomvvo®mmvvvvvoon0000m �mmovn0v m®monoivm mmmomv�ao mmmom©vo oono®mo© mmmnom©o�mmvonnm®mmo©onoa•mmonmvonononome� Iammvom©v®®mofnvuv®®v®v�avv a•movvvvv 000mmo©o �®mvum©v�®mvovvom®movovo�mmovvveaonn000mo ®®movovv�mmEavv©om®mmvovommmome�vv0000m©mo ¢•®monn0omimmovvv�mmmvvvvommmvvvvoonnno©Doi �mmnv®vv a•mmonv�v a•mvvvovo a�mo©mvvo Doom®®oo �mmivv®vommmvvvvv®mmvvo�o®®moo©vvononomoo . . .- �®monvvv�mmvo®vom®v©v�v0�mmvvvvvonnmm©©o mmmnv©vv®mmonuvommmvvovammmm®vvonnomomoo �®mv®oo�a mmm vvvvo®mao�ma�oca®mm©�avom mom©©©oo �®a�omvvom®mnnvvo�mm©vv�■ommmo®mv00000000© �®mrv®000mmmn®vvv�®®v�ovom®mneavvonnmo®voo mmmov000mmmvvvvomm©vvvovinmsaovvvonnoo®voo ®®mv©ovv�mmnovvomovvvovo�o®vvvv000m®®Doo a•®mv©vvom®mvvvv�mmovvovo®®mm©vvv00000m®o ®mv©vvo�mmvvovom�©vvvvom�o©vvv0000m©moo mmo©nvommmvoovo®mvvoeavomm®vvvvon�amn©Doo mmvo�ov�mmvovovmnvoeoo�ao mo©vvvvo nm©tea®Doo ®mivvovv�mmaovvomm©vov�avmmmovvvon000no©o ®mav�oo m®mvvovo mmviav�avo�mr�omvvo 000vv©oo mm0000m®mmovvoommvovovm®movv000000v®Doo mmvomvv�®movvvocaovvovvomo®ovvovvv®®©Doo ®mvvvoo�mmvovov®®vvovovm®mvvvv0000noo©o ®vvovmv®ma�vvvvo�mvovvvommovvvv000mm0000 mmvomov®mmovvvommvoovv�amm®vvvvonoo©fn000 0 , � • . 0 � ®vvvvvv�®ovvovvv®vvvviavom®vvovo�m®©©Doo ®vomvov�®vvvovv�mvvvor�ao®mocavov0000mo©oo - ®vovovv�®vvvvvomm�vvvvomovoovvoon©o©Doo �1 � • . � ®vvvvvv®®ovvvvv�vvoiovvo�ovvovvoonmmomoe• ®vvovvv®®vvvovv�ovovo�ivv®®vvovvv0000m000 • • ®voovvv®®vovvvv�©vo�amvo�®vovovoom©v©Doo mvvvofmv�®vvvovomvoovv®omovovvovno©000�ram ovvovvv�v•avvvoia®�vomvva®vvvavvo®®m©0000 ovvovvv®ovvovvv®ovvvvvomovovv00000ioomoo ovvovvv®ovvovvvvvvvvvvovoovvvvocomm©Doo vosavvoo�vovvvvv�vvvvoo��a mvvvvvvo nm©©Doom vvvvvosa�vvovr�vv vvvvvv�av 000000vv omm00000 vvvoovv�vovviavva•ovvovvv®vvvvvovoon®o©oo �vvovvav�vvovvooiv0ovvovvvvvovvvonmomooe=o M======= . - Ul 11A 1 MAYIL4UM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BI ASA 0MGN NEGAiM PRESSURE RATING ANDA CORRESPONDING MOUNiING TYPE FOR CONCRETE OR CONCRETE BLOCK WSSTAI L ATIONS (SEE MOUNTINGS 6, %&H ON SHEEZS 6&7) I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Palm Oa CROF/OONmm BACK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.V. - 3 ksO IWOMIAI QE WALL SILL MOUNTING ©CEILING MOUNTINGHQ FLOOR MOUNTING - WO TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T. SPS ICHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALT (R) kSADESIGN NEGM PRFS X RATING M kSA DESIGN W.91YE PRESS11RE WING QpQ MDL DE51R1 lJEAK WRIMIRE RATING - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. TAPCON OR 30 40 60 75 90 120 160 205114 30 40 60 75 90 12D 760 205 30 40 80 75 90 120 160 205 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED (3Y POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POEN TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSEM OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SI 14 12 10 9 8 B B 55 14 12 1D 9 B 8 6 6 14 12 10 9 a a 6 8 THREADFORM TECHNOLOGY 3'-0" 14 12 10 9 B 8 B 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 B ALL POINTS SOLID-SET (Min. £c = 3 ksi) OR 14 12 10 9 8 8 6 6 12 10 9 8 8 6 8 14 12 10 9 8 8 6 5 NOTES: 14 12 10 9, 8 8 8 7 14 12 10 9 8 8 6 e 14 12 10 9 8 8 6 6 BLUE TAPER+ CAP A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM T 14 12 10 9 8 7 55 35 14 12 10. 9 8 8 6 6 14 12 10 9 a s 6 5 TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". 4 -14 t2 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 6 .4 35 A.2) MINIMUM EMBEDMENT OF i/40 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE-7/8' INTO THE P 14 12 10 9 a 8 6-14,5114 12 10 9 a 8 6 55 14 12 10 9 8 8 6 45 INTO STUCCO SHALL BE PERMITiED. 1/4:'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MI 14 12 10 9 7.5 55 3.51- 11412 10 9 1 8 8 6 1 5 114 12 10 9 3.1 7 5.5 4 •SEE DATIONS OF USE FOR 1'MINIMUM FOR WADS WIiH Na STUCCO. 14 12 10 9 8 8 a 6 14 12 10 9 8 8 6 &S 14 12 10 9 8 8 6 45 SLADE A ON SHEEr 19 5'-0' 14 12 110. 9 8 7 4 1- 14 12 10 1 9 1 8 6S. 5 35 14 12 10 a 65 1 5 13.5 3 1 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON 1 14 12 10 9 B 75 4.5 - 14 12 10 9 8 B 6 45 t4 12 10 9 e' 6 4.S 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCI 1412 9.517.5 65 4.5 - I- 14 12 10 1 9 1 8 7.5 55 4 14 12 10 9 8 6 4.5 35 NOTES A7) &A2) ABOVE. FOR INSTALLATIONS ON-VINYL SIDING OR EIFS WiTH OR WITHOUT METAL SM 14 6'-0" 12 10 1 9 8 8 8 I- 14 12 10 9 1 8 8 6 5 14 12 10 9 8 65 5 35 INSTALLATION INTO EIFS WiTH METAL STUDS SEE SHEET 20. 14 12 10 9 75 55 3 - 14 12 10 85 1 7 55 4 3 14 12 8 6.5 55 4 3 - 14 12 10 9 8 5 - - 14 12 10 9 1 a 65 5 3.75 14 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 74 12 B 6.5 SS 3 - - 14 12 10 9 1 8 65 45 3.5 14 12 10 B 7 5 3.5 3 - 1/4"0 TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T: 14 12 l0 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 75 5S 4 3 - 1/40 x-3/4'ALT. POINTS SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALT 7'-0' _ - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT• INC_ 14 12 70 8 6S 4 - - 14 12 9 74E 45 3.5 - 14 OS 7 55 45 35 - -. 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINi 14 12 7 5.5 7 4 - - 14 12 10 a 55 4 - 14112 s 7 75 45 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WiTH THE AMERICAN SE 74 11 7 SS 45 - - - 14 12 10 9 5.5 4 - 14 12 9 7 6 14.51 3 - 8,_0. 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.51 5 13.5 - NOTES: '11.%5 12 7 5.5 3 - - 14 12 8 65 55 4 3 - 2.5 95 6 5 4 3 B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,, BLUE TAP W/CAP ANCHORS AND TAPPER+ 74 N. 75 6 14 12 9.5 8 65 5 - - 14 12 8 6 654 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 95 1 65 5 3.5 - - - 14 12 101 8 6.5 5 - - 14 12 8 6.5 5 4 - 9.-O. 14 12 10 9 8 - - - 14 12 10 9 75 45 - - 14 12 85 7 55 4 - - 8.2) MINIMUM EMBEDMENT OF i/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDI 14 11.5 7.5 6 4 - - - t4 Y1 T 5S' S 35 - - t1 a 55 45 3.51- - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1 14 12 8 65 45. - - 14 12 85 7 5S 4 - - 14 105 7 55 6 45 - - EXIST.AND 1" MINIMUM FOR WALLS WiTH NO STUCCO. 11.5 BS 5S 4 - - - - 14 12 8 7 6 45 - - 14 11 7 5.5 14.513.5 - - 10•-0' 14 12 10 9 7.5 - - - 14 12 10 8- 65 5 - - 14 12 8 6 5 4 - - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON 1 14 1OS 7 5 35 - - - 13 9S 65 5 4 3 - - 10 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCI 14 11 7S 5S - - 14 115 9. 6. 5 4 - - 2S 9S 6 5 4 4 - - NOTES BA) & B.2)ABOVE. FOR INSTAUATiONS ON VINYL SIDING OR EIFS WiTH OR WDHOUT METAL STL 0.5 8 5 - - - - 14 12 8 6S 55 4 - - t3 to 65 5 4 3 - - FOR INSTALLATION INTI) ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 _ _ _ _ _ 14 12 9 7 6 4S - - t4 t0S 7 5S 45 . - - (C) ANCHORS SEULLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE A 2S 95 5 - - - - - 12 9 6 45 4 3 9 7 45 3.5 3 - - - 14 10 7 - - - - - 14 OS 7 5.5 45 - - - 1.5 E 5 5S 4.5 75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 45 - - - - - 14 15 7.5 6 5 - - - 12 9 6 4.5 4 - - - 14 12 10 - - - - - 14 12 B 65 6S - _ - 13 10 65 5 4 - - _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR /ANCHORS: 15 85 4,5 - - - - 11 6 5S 4 35 - - 8 8 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE WDI 135 95 6 - - - - 13 95 6.5 5 4 - - - 10.5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 _ _ _ _ _ _ 14 10,5 7 55 4.5 - - - 11 8.5 55 4.513.51- - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH 13'-0' 14 12 - - -� - - I- 14 11.517-9 6 5 - _ - 12 9 6 45 4 - _ - FACTOR OS 8 - - - - - - 10 75 5 4 3 - - 7.5 55 4 3 ACTS TAPCON WITH A13VANCm 25 8.5 - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON ALL POINT SOLID SEf BLUE TAP W/CO 8 6 - - - - - 13 95 65 5 - - - - 05 7.5 5 4 - - - - 1 V BLADE O DICTANCE TIiREADN. SP TECHNOLOGY 14 12 - - - - - - 14 105 7 5.5 - - - 11 85 55 4.5 - E.D. MIN. SPACING 3" MIN SPACING m 3' MIN. SPACING 3 1/2' MIN. SPACING = 14•-o" 9 7 45 3S - - - - 7 5 35 3 - - - - in I,V LAD W POURED CONCRETE& P0M CONCRETE CONCRETE a= POURED CONCRETE& POURED CONCRETE 15 a - - - - - - 11 B 5S 45 - - - - 9 85 45 - - - - - ( V WINDOW CONCRETE MIR EQ=3'OCK MDL EA=3 i/2' MPT.M-2 1/Y A4►1 E0.s 3ONCR8LOCK CONCRETE In "BLOCK 7.5 - - - - - - - 12 9 6 - - V[7 7 45 - - - - 3" 1.0 0.90 1.0 0.78 1.0 15•-0' 14 _ _ _ _ _ _ _ 3.5 10 6.5 - - 8 s - - - - - BLADE WORKING _ - - g - _ _ - - - - as 85 4 - - 5 3 - - - - - IN UNISON ♦ 2 1/2 oB1 1.0 0.5 8 5 - 6 4 - - - - - 2' - 0.71 -7 - - - - - - 15 85 5.5 - - 6.5 45 - - - - - 1 3/4" - 0.91 -16•-0' - - - 2S 95 6 - - 75 5 - - - - _- - 8 8 4 - - 45 3i 1 2• 0.35 95 _ _ _ _ 5 _ _ 6 4 - - - - - FLORIDA BUILDING CODE(Hon High /r'.,,� a 2015 EASI N.TIQ ��� .. . . .. BE SEN Se A.S.S.A. AcE #1 W/IL ECO �N�. K„ � �, Wi American Shutter Systems REV. No DESCRIPTION CC TIL LIT TESTING & ENGINEERING COMPANY Association. inc. 1 OLD 11-192 AT 635s NX 36th.St.sea 3305.VIRGINIA GARDENS.FLORIDA 331 Phone : (305)871-1530 . Fox : (30)871-1531 4268 Westroads Drive 2 p�;..• OR _• . q3' si` e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 "fill FLORIDA�``1 WALTER EB-0006719 70LUTiJr. P.E. 4 "fill N`` FLORIDA Ue. # 44167 5 P.E. 9 1. I��VATURE/DATE 6 MAXIMUM ANCHOR* SPRING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MUUN0NG5 I,J.K&L ON SHEET 7)• POURED CONCRETE POURED.00 OONCRETE.BLOCK ANCHORS SPACING LEGEND 8' TRENCH 1 QJ RAINGUARD MOUNTING ®WALL/FLOOR MOUNTING (g)WALL/WALK OVER MOUNTING � TAPCON OR IE PRTSM RABID DESM NE.AK PRESSURE RM DM NBAK PRE^.SSURE WING MM NEGM PRE.SSIIRE RAZING TAPCON WITH ADVANCED i 90 120 160 205 30 40 60 75 90 120 160 203 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 8 8 6 8 12 12 12 [12 12 15 85 &5 7 7 7 7 7 7 7 5.5 5 5 S 5 5 5 5 5 ALL POINTS SOLID-SET 8 '8 6 6 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 8 8 -ii- B 12 12 12 OS 8 8 4S 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP B B B 8 12 •12 12 12 70 75 6 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 TAPPER+ 8 8 6 B 12 12 12 1S 85 65 5 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 8 8 6 6 12 12 12 12 9.5 7 53 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 8 8 6 6 12 12 12 6 6 45 35 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 8 8 6 6 12 12 12 10 7.5 1&5 4 7 7 7 7 7 7 7 SS 5 5 5 5 5 is 5 5 8 IS 16 1 6 12 12 112 111 19 7 5 14 17 17 17 7 1 7 .5.5 14 3 5 IS 5 5 5 15 4 3 a 8 6 6 12 12 12 12 110 7.5 SS 4 7 1 7 1 7 7 1 7 7 7 7 5 5 5 5 5 5 5 5 8 8 B 6 12 12 9S 75 8 4S 35 - 7 7 7 7 17 7 5 3.5 5 5 S 5 5 5 5 4 8 8 6 6 12 12 12 95 8 6 4.5 - 7 7 7 7 17 7 5.5 4 5 5' s 5 5 5 5' 4 * SEE ANCHOR 8 8 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 1 7 4.5 35 - 5 5 S 5 5 4.5 &5 - SPECIFICATIONS 8 8 6 6 12 12 12 10 8 6 45 35 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 ON SHEET 13 8 6 6 6 112 12 8 6 5 4 3 - 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 8 8 6 6 12 12 10 8 65 5 3.75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 8 8 8 _L 12 12 10 8 e.0 5 3.5 - 7 7 7 6.5 5S 4 - - 5 5 S 5 5 14 13 1- 6 B 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 8 5 5 5 [4.5 5 5 5 5 8 a 8 B 12 10 63, 5 4.5 3' - 7 7 7 7 BS 5. 3 - 5 5 S 5 5 35 3 8 8 8 s 12 12 a5 7 5S 4 - - 7 7 7 7 T s - - 5 s S 5 s 4 - 0 VAUD ONLY FOR UP TO +70, -75 8 8 6 - 12 12 &5 7 55 4 3 7 7 7 55 45 3 - - s 5 54.5 35 - - PSF A.S.D DESIGN PRESSURE 8 a a 12 12 1057.5 B 4S 3.5 - 7 7 7 7 7 7 7 4 s 5 5• 5 5 5 5 RATING & FOR SPANS PER B 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 55' 4 - - 5 5 5. 5 4 3 - SCHEDULE #3, SHEET 11 8 B B -- 12 11 75 6 5 .75 - 7 7 7 7.5 6 45 - 5 5 5 5 4.5 -- 8 a - 12 15 7.5 6 5 35 - 7 7 65 5 4 5 5 5 4 3 - - 8 a - 12 12 9.5.65 55 4 3 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 8 8 - - 0.5 8 5 4 3.5 - - - 7 7 7 6 5 3S - - 5 5 5 5 4 3 - 8 8 - - 112 10 65 5 45 - 7 7 7 6.5 55 - 5 5 $ 5 4 8 8 - - .12 OS 7 5.5 45 35 - 7 7 55 45 35 - - 5 5 5 3S8 8 - - 12 11 85 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 458 8 - 9.5 7 4:5 3.5 3 - 7 7 7 5.5 45 - - 5 5 5 4.5 3.5 - - 8 8 - - 12 9 6 5 4 7 7 7 8 5 - 5 5 5 5 B 8 - - 12 9.5 6 5 4 3 - 7 7 5 4 3 - - 5 5 5 35 - 8 8 - - 12 10 7 55 14.5 13.5 - - 7 7 7 7 17 7 35 - 5 5 5 15 5 5 S 4 J/��\ a 8 - - 95 6S 4 3.513 _ _ _ 7 7 8 5 4 - - - 5 5 5 5 4 3 - l 1 / H V BLADE0 N LY 8 8 - - 11 8 SS 4 - - - - 7 7 7 5.514.5 - - - 5 5 5 5 4S - - - \1 8 - - - 15 BS 5.5 4.5 3S - - 7 7 4.5 35 - - - 5 5 45 3.5 3 - 8 - - - 12 95 6.5 5 4 3 7 7 7 7 7 6 13 - 5 5 5 5 5 5 4.5 35 8 - - 8 6 4 3 - - - - 7 7 5.5 4.5 3S - - 5 5 S 14.5 4 3 8 - 10 73 5 4 7 7 6 5 5 5 S 5 4 - 8 - 05 8. 5 4 3.5 - - 7 BS 45 3.5 - - - - 5 5 45 35 3 - - 8 - - 13 85 6 4.5 3S 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 35 8 - - 7 5S 35 3 - - - - 7 7 5 4 3 - - - 5 b S 4 3 - 8 9 7 45 .75 - 7 7 55 4.5 - 5 5 5 4S 4 - - - 10 7.5 5 4 3 7 6 4 3 - - - - 05 8 SS 4 3S - - - 7 7 7 7 7 4 - 5 5 5 5 5 5 4 3 6.5 5 3 - - - - 7 7 5 3S - 5 5 5 4 - - - - a3. 6.5 4 - - - 7 7 5 4 - - - 5 5 5 4 - 14.5 &5 9 7 4.5 3.5 3 - - - 7 5.5 3S - 5 5 3S 3- - - - 10 7,5 5 4 3 - - - 7 7 7 7 7 35 - - 5 5 5 5 5 3 6 45 3 - - - - 7 7 4.5 3 5 5 4S 3.5 - - 8 6 4 - - - - - 7 7 5 - - _ - 5 5 S 4aS 65 4 3S - - - - 7 5.5 3.5 - - - - - 5 5 35 - - - - - - 9'S745357 7 7 7 6 3 5 5 5 5 5 6 45 3 - - - - - 7 6.5 4 - - 5 5 4 3.5- - - - 7S 5.5 75 - - - - - 7 7 4.5 - - - - - 5 5 4.5 - - = FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone -XER A. rk�����' 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A.S.S.A. _ I L E C O �N�. Accordion Shutter System Shutter Systems �� BLADE#1 W/OR W/0 H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY y REV.N DEsc9lPnoN DATE DRAWN BY: M.L STATE OF 6355 N.W.36th.SL,See.305,VIRGINIA GARDENS.FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z DRAWING No 6-mail. b1teco0aol.com West Palm Beach, FL 33407 3 CQC J ER EB-0006719 WALTA.7ILUT Jr. P.E. 4 J-Ov P.E. ON DATE FLORIDA Uc. 8 44167 5 SHEET 6 14 OF 20j IMAM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. Sjjl,M SCAN, NEGATNE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). `=3 U B � T FATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE 1/2" MIN. COX DOUGEASNFTR VV�' FIR NORTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.50 W/ MIN. G=0.43 yl MAXIMUM SPAN(8) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, O & R FLOOR MOUNTINGS M. N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B4O W & X W & X W & X P &' Q S & V S &V Mw WAR FI I5 x us(A w Mn w N MIM&an SM MSM ME w UA on am R1 K WE w a&6 30 40 60175190 105 30 40 60,75 90 bO5 30 40 60175 90 105 30 40 60 75 90 05 30 40 6075 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30,40 60 75 90 105 30 40 6075 90 05 30 -0'OR LESS 12 10 1019 IS 8 6 6 6 6 6 6 12 10 1019 8 8 16 6 1 6 6 6 6 12 110 1019 8 8 16 16 1 6 6 6 16 16 15 4 14 14 13 112 12 12112 112 12 12 12 12 12 12 12 12 4'-0' 12 10 1019 18 8 6 6 6 6 6 6 12 10 10 9 8 8 16 6 6 6 6 6 12 10 10 1 IT 8 8 1.6 16 1 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 10 1019 18 8 6 6 6 6 6 5.5 12 1Q 10 9 8 8 6 6 6 6 6 5 12, 10 10 9 8 7 16 16 6 6 6 5 6 5 4 4 4 13 112 12 12. 12 12 12 12 12 12 12 12 12 12 6'--0' 12 10 1019 18 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 s.5 5 4.5 12 .10 10 9 6 3.516 1 S 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 7'-0' 12 10 10 9 16.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12,12 12 12 1212 12 0. 12 8'-0' 12 10 10 7.514.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 q.5,3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 1212 Ill 9.5 12 9'-0' 12 10 10 5 13.5 - 6 6 5.5 .5 3.5 3 12 90 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 1 0. 12 12 12 11.5 9.5 8.5 12 10'-0' 12 10 7.5.4 1- - 6 6 5 4 3 - 121101 6 3 - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 10.58.517.5 12 11'-0' 12 10 5.5 - I- - 6 6 4.5 - - - 12 10 4.5- - 6 5.5 3.5 - - - 12 10 - - - _ 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12'-0"112 10 4S - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 B 12 13'-0' 10 - - - - 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 0. 8.5 7.5 12 12 1 8 6.5 55 12 14`-O' 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - 12 7 - - - - .5 4.5 - - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 15'-0' - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 .5 5 12 12 8.5 7 6 4 12 16'-0' - - - - - 6 - - - - - 12 - - - 5 - - - - 1. - - - - 5 - - - - - 6 - - - - 12 12 0. 8.5 6.5 4 12 12 8 6.5 5 3 1. I (1� HV BLADE OR HV BLADE W f. �A HV WINDOW BLADE WORKING IN UNISON* ♦SEE UM ATIONS OF USE FOR 6IADE a ON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/".55(N.DS) - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50 (N.D.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/G=0.43 (NAS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.DS.) 2.ANCHORS TO HOLLOW CEILING MALL BE AS PER MOUNTING TYPE U,SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'CDX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2012 SPWIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Nigh ©2015 /� BE .� �-. ,• �' TLIECOIN7 KV.A�cc#1ordio P $ % American Shutter Systems EV. N DESCRIPTION TILLIT TESTING & ENGINEERING COMPANY Q41676355 N.W. 38th.SL,Ste.305,VIRGINIA GAR13ENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 Qo• •;'i? Phone : (305)871-1530. Fax: (305)871-1531 4268 Westropds Drive 2 e-mail:tilteeoacal.com West Palm Beach, FL 33407 3 EB-0006719 4 r WALTER A.WEER Jr. P.E. ' �•^�7C-!)-I�^^`� FLORIDA Lia # 44167 5 TION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV ..& IIIA HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO 3NOOD WITH HV BLADE 1ONLY SHALL Ui FINISH BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & _1/4'0 TAPCON DR S D DESIGN PRESSURE RAJINQ FOR INSTALLATION WITH BLADE Cl)& A WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2" Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ ' 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING 1 MRF.�pAM� t t EXISTING WOOD HEADER. LWOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1 •10 GLASS(SEE I --<DOR (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4" S.S. MACHINE Sx1EDULE ON SHEET SCREWS W/ 1/4'-20 NUTS 1`-- 11 FOR BLADE®AND a 1 oa 1® ON SHEET 19 FOR 1.Mi ® 12" O.C. x EXISTING B O 0 GLASS--I \ N ,e OR N I WALL 1 FINISH I e OPTIONALT-71 K".. '•„< `:�`�.` WALL I �- FINISH OR EXISTING MIN. I I --(DOR ®� 1 2"x4”WOOD I I I HEADER REQUIRED ' 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' 1 I Min. PENETRATION OF THREADED AREA TO 9 MIN. SEPARATION TO GLASS EXISTING WOOD HEADER. EXISTING I-- (SEE SCHEDULE ON SHEET 15) GLASSY (SEE SCHEDULE ON SHEET 11) I ,;, 2'x4" CONI. SILL PLATE REQ'D. )Et; INSTALLATION ON HV WALL HEADgR INSTALLATION I OO INSTAL I Ivt.x.1 t I MIN. SEPARATION TO GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I I ) IXISIING �po-`(SEE SCHEDULE ON SHEET 11) EXISTING GGME I 1/e0-20x3/4'S.S.1/4'0-20x3/4"S.S. 1 MACHINE SCREWS MACHINE SCREWS W/ I I I USING 1/4'-20 NUTS 1/4:--20 NUTS 0 12' 1 0 12' O.C. HH H I I I O.C. OR18 I I •� `�:.:u` ) C 1 OR1 2'x4' CONT OR WOOD PLATE REO'D- iv 1" will. iv 1' Min. ;:' >.,•_ 1/4"0 TAPGON OR TAPCON WITH ADVANCED rOR I THREADFORM TECHNOLOGY W/ 1 1/2' CONI. Min. PENETRATION OF THREADED AREA TO 0 TAPGON OR TAPCON WITH ADVANCEDSILL PLATE EXISTING WOOD HEADER. EADFORM TECHNOLOGY W/ 1/2" L 1/4'0 TAPCON OR NOTE REQ'D. (SEE SCHEDULE ON SHEET 15) PENETRATION OF THREADED AREA INTO PLYWOOD TAPCQN WITH ADVANCED 1-SEE SHEET 4 FOR'TYPICAL SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4'MAX. i/2 MIN. CDD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. SPUDS ® 16' O.C. WALL FINISH W000 REQ'D. W/ 1/2" Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO CDX PLYWOOD REQ'D. REQ'D. PLYWOOD TO BE WALL FINIS (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION- HV WALL SILL INSTALLATION 16'O.C. MAX. REQ'D. ATTACHED TO STUDS IN 0 STUDS IN ACCORDANCE ACCORDANCE WITH F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦ SEE UM AnoNs OF USE OF IO F.B.C. BLADE 8ON SHEEP 19 RORIbA BUILDING CODE(Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM -'y' ' •• • I L E C O N c. A.S.S.A. KVAccordion Shutter System MAPE#1 W/OR w/o Kv WINDOW SLAW • A V": TICCIT TESTING do ENGINEERING COMPANY Amt9rican Shutfer Sysf9ms ICY. 'DESCRIPnoN DATE DRAWN BY: M.L. 6355 N.W.3661.St,Ste,sUS,VIRGBJU GARDENS.FLaRIOA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13 15 • z Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z DRAWING No ,p•,• • a-mat tiftao®aol.com West Palm Beach, FL 33407 3 �� EB-0006719 '%�,c�;•F�ORIOP.•���`�� WALTER A.TILLR Jr. P.E. 4 15-085 FLORIDA Lia. Q 44167 5 SHEET P.E'� f• ALE 6 . 16 OF 20 INSTALLATION DETAILS ON EXISTING . WOOD BUILDINGS FOR M HV & 14 HV* BLADES (AS MAX SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD-WITH HV FIENDEIn ONLY SH LUTED BE LTED TO 105.0 f. .S. DESIGN PRESSURE RATING SE SHEET9 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & o WORKING IN UNISON 1/4'0 TAPCON OR 4`x6• (Min.) EXISTING Q Q 2 MIN. TAPCON WITH ADVANCED WOOD BEAM REQUIRED. THRFADFORM TECHNOLOGY STRUCTURAL ADEQUACY W/ 1 1/2' Min. PENETRATION 1/4'0-20x3/4` S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1� PHIWPS TRUSS HEAD TO BE CERTIFIED ErY EXISTING WOOD{ HEADER." N Min. MACHINE SCREWS REGISTERED ENGINEER OR • �v <(SEE SCHEDULE ON SHEET 15) W/ 1/4'-20 NUTS ARCHITECT PRIOR TO E E 0 12' O.C. SHUTTER INSTALLATION. 1/2' 1/2' 19 1 OR 15 1/4'0 TAPCON OR TAPCON WITH ADVANCED 257' THRFADFORM TECHNOLOGY X, Max. W/ 1 1/2'Min. PENETRATION E Q 14x3/4" EQ EQ— OF I I THREADED AREA TO '"�< 11� EXISTING WOOD HEADER. S.M.S. t=noNAL (SEE SCHEDULE ON SHEET 15) 1 or 13 or 15 O s' O.C. i 1 of tU3 or 105 `s`r,...,;;, Li u 9 _.•:.:.... . EXISTING MIN r.*- 1 I CH EXIISG---; HEADER REQ'D OPEN HOLE AT CEPT TI 0I MIN. SEPARATION TO GLASS I STUD T. ACCEPT (SEE SCHEDULE ON SHEET 11) CREW GLASS---i I AT CENTER OF6-0 LAG TUBE. I � I MN.SFPARAti01d . EXISTING I MI&SFFARATION to OS Hy WALL HEADER INSTALLATION ._j s'E Gra� N GLAs'j °suentILE cN� 1 1 N I 'oN�tee 10 OR ®� 1t FOR SAW Dian N RACES(I),- I �S®&& 1 OR 1—SEE SHEET 4 FOR TYPICAL SHUITER ASSEMBLY OT HV CEILING INSTALLATION 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. (08V CEILING INSTAL LAT TAN. LASS(SM �_ )OR @� I MIN. SEPARATION TO GLASS II "(DAt✓D x I SEPARATIONSCHEDLILE'0N SIM GLASS �(S(E SCHEDULE ON SHEET 11) E)asnNGG� II HBO&O K� (SFE SHEET ��N'� � �,! � i ON SHEET 11) 1 11 I I fit I 8 ANCHOR I I IALTER fill I LOCATIONWALL. EXISTING I FINISH I I 1/4' ©+ 7 1 3/8 In 3/8 MR WASHE/R4HEAD TEK I I Max. OR 2'x8• MIN. WOOD SCREWS 0 12'o.c DECK REQUIRED (NO FINISH ALLOWED) DGE v 2• 1. OF 19 EDGE OF DECK DECK IF p IF APPLICABLE � 1/4'0-20x3/4• S.S. —�— APPLICABLE —^ T 1/4'0 TAPCON OR 1' PHILLIPS TRUSS HEAD 2'—pAIP. TAPCON WITH ADVANCED Mm. MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCEII 2'x4• CONT. THREADFORM TECHNOLOGY W/ 1/4'-20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2'Min. filly PLATE = 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM 2' MIN. PENETRATION OF THREADED REQ'D. ':_ W/ 1 1/2' Min. PENETRATION ® 12' O.C. TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER (SEE EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE UM ATIONS OF USE FOR OX HV WALK-OVER It OV HV WALL SILL INSTALLATION BLADE 1A ON HV FL SHEET 14 WO OOR INSTALLATION FLORIDA BUILDING CODE Non High ©2o1s FAST `````.�`�`�,��R A: T!(��,.,���' '' BEIM '���CENSF• Accor to A.S.S.A. a American Shutter Systems REV. Nc DESCRIPTION TILLIT TESTING do ENGINEERING COMPANY Association. Inc. t OLD 11-192 Z�'•, F : ` 6363 N.W.36th.Si..Eta SDs,VIRGM GARDENS,FLORIDA 3316 4As datiWestron. Drive 2 y Phone : (3135)871-1530 . Fax : (305)871-1531 F`' •., 'tJ e—maB: alteco®aol.com West Palm Beach, FL 33407 3 WALTER L 4 ` ES-0006719 4 R TILJIT Jr. P.E.P. P.E. SEAL�S�I" l'A�URE/DATE FLORIDA u`• a 44167 5 END INSTALLATIONS n HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS z x+•MIN ieooD SNDs REO'. 2•x4•MW.WOOD STUDS KWD. 1/�'�TAPCON 2WOOD STUDS, / ANCHOR O B•O.C. ' / 1 1 1TON Wf0 11 \ / (IS APPLICABIJ:) Ile MH. SIU05 OR W/MDLALL 7021/2'co7Cn� ` / � h P�YtyooD No STUDS E]RST. ElOS11NO CLASS �F705IING GLASS i \ IXISRNC GIAS., YN BIW PL 1/2•PMR.Cox1Y11000. 'moi" r W(LAS AGN.SOYPA ON Aa1.LASSSUAIDION 3' St1tFDIRE ON 9fF7 ^ TO LUSS(SEE 1/2'MIN.COX -•Hyvl .. 10 GLASS(SFE 1/18 x3• 11 FOR BADE(DANO sr SCFtDTUE ON SIffT PLY11000. 1/2?`• r ISj g � (sos3-Te)CONT. FIN6N 1/2•MW.COX Qi 9EE7 19 FOR n FOR BME MATO ON ID Amt A IE OC 1/2 PLYYAOD. BAD6rmh® �S + E � � I BMFa�Rm 1 •dIN. AT EITHERMIN I OFQ Ug 1'OR r'MAX - - liawl/Y S.M.S. CLIP O.C. /1W1/Y S.YS. - - (it) ANXE jITa ALLOY)At S.M.S. TO(K)I' ots o.0 4 (+)!to■1/z•s.Ms Tan ti (7J1/4'■7APCON9 AIK710 TO 4 �B m+�E. ) a • 5 • � 1 OR SEF: CON E ib t OR SLOE Cto 111ADON _ SEE DETAIL X FOR 1 OR® TO TRACKS 6 7-6 SDE CONNECIION 4 ® -l./-OO�V-'l'7'•®' SIDE CONNECITON -t�-O.O �•®- TO TRACKSTO 7RA= tD�®-v„1-�©•®' ®•®-®•®-OO•®- I �•®-®�®-®•® END CONNECTION DETAIL Q9 END CQNNECTION DETAIL �. END CONNECTION DETAIL V ■ REWIRED ONLY FSR SPARS G13ATFR THAN 12•-0- DOSRNG 7/4-0 UPCON ANCHORS 1/4f TAPCON ANCHO !10x1/2•S.M.S. W/1 1/2-MRL W/1 1/2•MW. at dC. . Fv1ETRAnOF1 0 12•D.C. FENflR1Ti0N t►tY oc. TO S ISS(SEESEE4 SEE LIMITATIONS OF USE FOR 1/z'MW. S}FDBE ON SIM 4 BLADE Q ON SHEET 19 11 KR MADE MAFD 5 GaAs®aFOR ----- ©0R®OR(qOR(0 YM -MDL -_ O OR • 4' 6 OR®CROOR •®^' WAt1 FiNISI �O ® ® ® ® VIEW DSRIDS Y WALL PIAN DETAIL ON DETAI © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. \ttia A. BERTHA HVTM �����\'•� •CEN • � SS Accordion Shutter System . . . . KV. RADE#1 W/OR W/0 KV. WINDOW MAX ENGINEERING COMPANY American Shutter Systems •N DESCRIPTION DATE DRAWN BY: M.L.TESTING t� •7k? Association, Inc. t OLD 11-192 4/13/15 DATE 4/13/15 ? TATE OF r�5 N.W.36th.SL.Ste.305,VIRGINIA GAROFNS.nDRDA 3316 4268 WBStfoadS �DPiVe 2 DRAWING NO FSE"' ' Phone : (305)871-1530 . Faz : (30.5)871-1531a-moil: hlteco®aol.com West Palm Beach, FL 33407 3 E-0006719 15-085 ` WALTER A.TILUr Jr. P.E. 4 N tiNuo FLORIDA UO. #44167 5 SHEET $459''oRE/DATE 6 180 20 . GENERAL LIMITATIONS AND CONDm01 ®r® (� BLADE AMM SHLmL� Swc A G 70 ICU UNISON WnH HV WINDOW BLADE f1A1 5 1. MAX ASD. DESIGN PRESSURE RATING: +110. 2. MAX. SHUTTER SPAN: 96' 3.ALLOWED MOUNTINGS:A. D.G &.H ON SHEET MDUNTINGS M. O,T, Udo W ON SHEETS 16 & z g ffT IN ATES 21�(BOTH W/ 4 OR O oe®aR a 17( AL OR OPPO NG I YUST BE INCCLUDED.ONYAT EXTERII 1600 CEN TYP. EA. END • a a s a s • • s 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW a (3'0 HOLES) FOR PER BLADE AT SPACINGS S 4 (B) MIN. CLEARANCE FR94 TOP OR BOTTOM EDGI MAX. 5 WINDOWS o a I a ! o ' • • ' ' ° • OF ANY 3-0 HOLE FOR SHALL BE 12'. ALLOWED AT H ' WINDOW BLADV to E® (C) FIRST OR BLADE COMING OUT FROM WINDOW BLADE AD a • a s a a a 's • ' ' ' (D) HV WINDOW BLADE @ MUST BE USED ALTER THROUGHOUT SHurrWS WIDTH. s B • a • • s • s (E) C MATES SHALL ALWAYS BE INSULLLED o ' a ' ' o , • BLADEAT AT EITHER SIDE OF THEM. 1 / X ( (F) POLYCARBONATE HV WINDOW®SHALL BE I SEE 'ND a s s s • • a THE INTERIOR OF THE OPENING BEING PROTECTS CONNECTION • • • • ONLY INSTALLED AND LOCKED USING A'w SETT DETAILS ON SHEETS 9 INC 10 & to TYP. �3W FULL HEIGHT. _ 105 g 6. SEE ANCHOR SPACING SCHEDULE FOR INSTAL BUILDINGS ON SHEET 15,AS LIMITED EY SPAN z_ P P 4 � 3n 1 &2 ABOVE). 2 �`� 7. SEE ANCHOR SPACING SCHEDULE FOR INSTAL c� CONCRETE OR CONCRETE BLOCK WALL ON SHEE SPAN AND DESIGN LOAD (SEE NOTES 1 &2 AS Ll B. MINIMUM SEPARATION TO GLASS,SCHEDULE (SEE PLAN FOR REQUIREMENTS) D H TYP TOP & BOTTOM W aR®oR�6 WIND ZONE MINIMUM SEPARATION TO NUMffEO WIDTH 1 THRU 3 1- ELEVATION NN.SEPARATION TO GLASS4 625- EXISTING GLASS SEE SCHEDULE ON SHEET 11 FCR BLPDEm — AND ON THIS SHEET FOR BLADfS Q& ------------------- --------— --�1�\=--------- --------------- 4 5 1 1 \ MATES TYP. \ OR � TYP. SYM MAL CENTERMATES 21 W/ 2 OR®5 AND N. W/O (SEE NOTE 4 MOM \ 5 / TYPICALIIIHV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* --- T N.T.S. FLORIDA BUILDING CODE Non High A11LR <<�1 ��/tt���4 2015 A- ...... '., BE 1 L E Accordi C O 1 N G. KV. BLADE J1 W/ TIWT TESTING do ENGINEERING COMPANY American Shutter Systems Ev. N oESCRIPTION *� Association. Inc. 1 OLD 11-192 TATE 6355 N.W.36th.St,Ste.305•VIRGRIIA GARDENS,FIARIW 331 �'•-�-0� :•�� Phone : (305)871-1530. Fax : (305)871-1531 4268 Westroads Drive z 'O'�•'•F�ORIOp` •'•��� e-maET:B-000671 tiRtemnool.00m West Palm Beach, FL 33407 3 .......... ��.`` WALTER A.TILER Jr. P.E. 4 E/DATE FLORIDA Ue. $44167 5 INSTALLATIONS2.000- Max.-1 ES, HV BLADE & HV CENTERMATES, -1 & .M INTO METAL STUD WALLS 00i;r L 1— JI L 0 6' O.C.H 430@ r1/2 75' GENERA WOONS W"o NOMINAL L LI NQ CONDITIONS OF USE M ALUMINUM SLEEVE 433 12 -FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY D.C. —M-MEM INSTALLATION TO METAL STUD WALLS c SEPARATION TO GLASS SCHEDULE 3.000' EXISTING FINISH I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) STING Ff SH 8 As AS VIUCA LE 2. MAX: SHUTTER SPAN: 84" WIND ZONE MINIMUM MIN. SEPARATION ASTM E-19§6 SEPARATION LENGTH + 1 TO GLASS 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO G (SEE SCHEDULE) V, 43 N4. ONLY 1 (§0 I-IA* —203" BOLT ENTERMATE 201 W/ 204 HV LOCK ARE ALLOWED 1 THRU 3 MUST PENETRATE WITH 21(ARRANGED IN A SYMMETRICAL LAYOUT. 0 USE 0 (2)n35 (15" LONG, MINIMUM) MUST ALWAYS BE 4 4- EXISTING FINISH _j INCLUDED ATT—XTERIOR OR INTERIOR ACCESS SIDE OF 1.373"+ AS APPLICABLE CENTERMATE. sI 250 fill] ® 6"D.C. n Ci 1/4:"0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR I L4"0 ELCO CONSTRUC110N 38 CENTERMATE APPucAnON WITH BLADE(D 12 PRODUCTS FAR—LOK HE) 6" O.C. COMPONENTS WALL HEADERISILL INSTALLATION EXISTING FINISH AS APPLICABLE SCALE: 3/8" (TYP. TOP & BOTTOM) — --------- 1 3/4"x 6 1/4 0.035*THICK Min. "0NT_,.%,V,STEEL.TRACK CHANNEL _zEXIS'n­NG­GLA_SS GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS I VARIES W1 (2) 160/2-TEK SCREWS ON SYM L SYMMETRYCAL ETRYCA MIN. SEPARATIOK,,� INTERIOR& EXTERIOR FACE m7x. 2" i V. M GLASS LO -�t-s-11 CENTERMATES Wj:'�' '.,,CENTERMATES WZ I _INTERIOR (SEE SCHEDU _"�EXTERIOR ACCESS SIDE'- R ACC ESS SIDE,_1 IN �96"Min.) IN k :---:1 04 y 21 + + 21 + 2) 2 LOCATED Al-@2 HV HEADER/SILL ENDS V1 EW Y 6 1/2' (Typ.)- - (6"Min.) 7� —6 1/2" MAX. SLACK SIDE CONNECTION TO TRACK 7- BV J3 BLADE SLACK DETAIL-HVF HVC FLORIDA BUILD CODE(Non High Velocity Hurricane Zone� 2015 EASTERN METAL SUPPLY, INC. N TIZZ -N, BERTHA HVTM Accordion Shutter System 11LIECO A.S.S.A. FLV. BLADE #1 W/OR W/O H.V. WIMW BEADS American Shutter Systems REV.NC DMRWWN GATE DRAWN BY: M.L. -nLLJT TESTING & ENGINEERING COMPANY TAT;:n; 6355 N.W.36th.St.,Ste.305,VIRGINIA GARDENS,FLORIDA 3316( Association. Inc. I OLD 11-192 4/13/15 DATE.- 4/13/15 Phone : (305)871-1530. Fax :(305)871-1531 4268 Westroads Drive 2 DRAWING No a-malEB-00l:tilteo0cool.corn West Palm Beach, FL 33407 3 06719 ....... WALTER A.TILUT Jr- P.E. 4 15-085 - 1131. DATE FLORIDA Lic. # 44167 2 SHEET 20 OF 20