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HomeMy WebLinkAboutPLANSGENERAL NO TES: 1. THE REQUIREMENTS OF APPROVED DRAWING 1 1-19J PER FLORIDA APPROVAL # FL-1850—R9 SHALL APPLY UNLESS SPECIFIED OTHERWISE ON THIS DRAWING. 2. DESIGN LOADS FOR ACCORDION SHUTTER ARE AS SHOWN ON SCHEDULE BELOW, BASED ON 170 m.p.h. WIND SPEED, EXPOSURE D, Kd=0.85, GCpi=O. 18; AND RISK CATEGORY // BUILDING, IN ACCORDANCE WITH SECTION 1620 OF THE HIGH VELOCITY HURRICANE ZONE PROVISIONS OF THE 2010 FLORIDA BUILDING CODE AND ASCE 7-10 STANDARD. DESIGN WIND LOAD SCHEDULE SHUTTER SPAN DESIGN WIND LOAD .s.f. A.S.D. DESIGN W/ND LOAD .s.f. ZONE 5 ZONE 4 ZONE 5 ZONE 4 75" OR LESS +100, -186.8 +101.9,--101.9 +61.1, -112.1 +61.1, -61.1 101" +100.4, -182.9 +100.4, -100.9 +60.2, -109.7 +60.2, -60.5 105" +99.8, -181. 1 +99.8, -100.4 +59.9, -108.6 +59.9, -60.3 J. DESIGN LOADS INDICATED ABOVE SHALL ONLY BE USED FOR THE OPENINGS THAT BELONG TO THE TENANTS INDICATED ON THIS SHEET. SCANNED BY St. Lucie Coun1i 4. ALL STRUCTURAL COMPONENTS ARE AS SPECIFIED ON THE APPLICABLE APPROVAL DRAWING (SEE NOTE 1) OR AS INDICATED OTHERWISE ON THIS DRAWING. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, WALL AND FLOOR CONDITIONS AT SITE BEFORE PROCEEDING WITH THE WORK AND SHALL NOTIFY THIS ENGINEER SHOULD ANY DISCREPANCIES BE FOUND THAT MIGHT ALTER THE STRUCTURAL DESIGN OF THIS SHUTTER INSTALLATION. THIS DRAWING WAS GENERATED BASED ON JOB'S INFORMATION PROVIDED BY THE CONTRACTOR TO THIS OFFICE-. 6. ANCHOR INSTALLATION OF SHUTTER TRACKS SHALL BE PERFORMED WITHOUT DAMAGING EXISTING CABLES OR REBARS AT EXISTING SLABS. 7. ALL SHUTTERS TO BE INSTALLED WITH SYMMETRICAL CENTERMATES, ONE HV LOCK AND (2) LOCKING RODS TOP AND BOTTOM. 8. CONTRACTOR TO VERIFY THE EXISTENCE OF ANY UTILITIES WHICH MAY INTERFERE WITH THIS CONSTRUCTION AND SHALL NOTIFY THIS ENGINEER SHOULD ANY ALTERATION BE NECESSARY. ' 9. THIS ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE CONTRACTOR'S RESPONSIBILITY. .•......• ... CENse' •. p •.ter ,.,. .�sC� . P.E. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02014 TILTECO, INC IL ECO ime. TILLIT TESTING & ENGINEERING COMPANY GM5 N.W. M St, S J05, YYtGSM CNOQS, H. 5J155 Phone : (3051871—I WI0 . Fax : (SO.SIBJ1-1551 a—..U: t➢tewOaoLwm EB-0006719 WALTER A TILLR Jr. P.E. FLORIDA Lie. $ 44167 INSTALLATION OF BERTHA HV1I EXPERT SHUTTER ACCORDION SHUTTER SYSTEM SERVICES INC. REGENCY ISLAND DUNES BUILDINGS I & II SOUTH HUTCHINSON ISLAND ST. LUCIE COUNTY DRAWN BY M.L 11/07/14 DATE 14-088 DRAWING No SHEEP 1 OF 5 4 / ZONE 5 9._0„ 6 ZONE 4 9'-0" O 5 ZONE 5 I ZONE 5 9'-0. 02 UNITS 01 COMMON UNITS AREA MOUNTING LEGEND CASE # MOUNTING TYPES (SEE SHEETS 3, 4) 2O QA , @ (SEE SHEETS 3, 4) (SEE SHEETS 3, 4) EO(SEE SHEETS 3, 4) O ©, JO(SEE SHEETS 3, 4) ©, JO(SEE SHEETS 3, 4) ' INDICATED CASES DO NOT APPLY TO SECOND FLOOR. 03 UNITS 04 UNITS )ION SHUTTER COMMON * n* 1O* 1O* n* O3 * AREA E 91-01, ZONE 5 05 UNITS ZONE 4 06 UNITS ZONE 5 9, T0„ 1 9" 0. O 1O O3 Zl 41 51 SCALE 1/16"=1'-0' \`�111111111I111((���/ A. TI( l�� �` • • • �/� //• (/ppp'�� ' �D' /�7j 7Y- TAIL V •. : •� ` FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) o2014 nLTECA. INC INSTALLATION OF BERTHA HV1 ACCORDION SHUTTER SYSTEM JFO�iXPERTSHUTTER SERVICES INC. DRAWN fiY M.L. IL ECOIwc. REGENCY ISLAND DUNES BUILDINGS I & II SOUTH HUTCHINSON ISLAND ST. LUCIE COUNTY l 11/G7/14 DATE TIWT TESTING & ENGINEERING COMPANY Kfi St, S a JOS, VRC M GVm t6 R. d31fi8 Pha,ro : (S05J8I1-1fi.1f1 . Fmo : (]OS)8)1-191 WALTER A TLJrP.E FLORIDA Lc.f 1 44167 14-088 DRAWING No e �`••. H V Ps DATE a.e oaa u 4 SHEEP 2 OF 5 POURED 1 REQUIRED ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) I rd4Pj ET, v 47 2 3/4•• MIN. SEPARATION TO GLASS 105" SPAN AO HV WALL HEADER INSTALLATION I I I p"I"iz EXISTING GLASS— 05" PAN 23/4"MIN. 3" MI E.D. `ANCHORS TYPE It (SEE SCHEDULE ON SHEET 5) GROUTED CONCRETE BLOCK WALL REQUIRED (D HV WALL SILL INSTALLATION POURED I REQUIRED ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) 105" SPAN © HV CEILING INSTALLATION 2 3/4" MIN. I I F— SEPARATION TO GLASS I I ALTERNATE EXISTING ANT1PER� , ©+I EDGE OF SLAB IF I i W/ 105" I MAX. SPAN_ i I pk I NQ I N� WAOx3' HEX SHER4HEAD TEK .SCREWS 12" O.C. ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) II E.D. E.D. POURED CONCRETE EDGE 0 REQUIRED SLAB IF HV FLOOR INSTALLATION APPLICABLE SHUTTER MOUNTINGS_ APPLICABLE TO INSTALLATIONS WITHIN INTERIOR ZONE 4 [AS SHOWN ON SHEET 2) W/ REQUIRED ANCHORS TYPE POURED cc --ANCHORS TYPE I CONCRETE (SEE SCHEDUL�QNSHEEr�5) RED�—��OGE OF �i7�i7 / XYSLAB IF EXISTING OR 2 3/4" MIN. SEPARATION 1 1 GLASS W/ 105" ! ! MAX. SPAN © HV CEILING INSTALLATION `2 3/4" MIN. �. Y I WI 105" SEPARATION I MAX SPAN EXISTING TITO GLA55 ^ SS I u L I W I 114x3/4" HEX D. TEK SCREWS ® 9" O.C. OR 0-20 S.S. M.S. NUT 9 9" O.C. __11__/ I-7I 31 OR v ANCHORS TYPE II (SEE SCHEDULE M I —ON SHEET 5) N POURED CONCRETE—� EDGE F REQUIRED SUB APPLICABLE (2)HV RAINGUARD INSTALLATION FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02014 RLTECO, INC INSTALLATION OF BERTHA HV7 ACCORDION SHUTTER SYSTEM FOR. EXPERT SHUTTER SERVICES INC. DRAWN BY M.L IL EC O Inc. REGENCY ISLAND DUNES 11/07/14 BUILDINGS I & II SOUTH HUTCHINSON ISLAND DATE TILUT TESTING & ENGINEERING COMPANY 8356 N.W. 31M 6L, Ste. 303, NRCiRW1 GViI)ENS, FL 33166 Ftmne : (J06J6J1-1530 . F^.: (3asI —1631 ST. LUCIE COUNTY 14-088 .,on: M1ew L. EB-0006719 DRAWING No m. Me ° °"W �. w ice— WALTER A TILLR Jr. P.E. 1 ° SHEET 3 OF 5 FLORIDA Lic. # 44167 2 .° POURED REQUIRED EXIS77NG EXISTING ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) " 1/4'0-20x3/4" S.S. 1 MACHINE SCREWS Min. USING 1/4 -20 17 OR 1 8 NUTS ® 12' O.C. —L R 15 w� 0 N i ! ` OPTIONAL ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) EDGE OF SLAB IF APPLICABLE i POURED CONCRETE REQUIRED ANCHORS TYPE I (SEE SCHEDULE ON SHEET 5) EDGE OF uw SLAB IF OR a s 2 3/4•' MIN. 1 1 2 3/4" MIN. / SEPARATION �--SEPARATION i 1 2 3 4" MIN. r TO GLASS li 1 i TO GLA55 i. 1 W/ f05" SEPARATION - 1 I 1 W -105" 1 I I 1 MAX. SPAN i MAX. SPAN 1b GIA55 1 I W/ 75" I I I- 1 l MAX. SPAN © HV WALL HEADER INSTALLATION 2 3/4" MIN. SEPARATION TO GLASS OPTIONAL I OR 1" MACHINE SCREWS Min. USING 1/4"-20 NUTS ® 12" O.C. GROUTED CONCRETE\ ' ANCHORS TYPE 11 BLOCK WALL REQUIRED (SEE SCHEDULE ON SHEET 5) © HV WALL SILL INSTALLATION © HV CEILING INSTALLATION © HV CEILING INSTALLATION 2 3/4 MIN �-- SEPARATION - i TO GLASS EXISTING _i I . 1 GLASS I 75" I 2 3/4" MIN. �--SEPARATION J W/ 105" I I MAX. SPAN i10 SPAN 1 t TO GLASS I I I I I I I I ALTERNATE ANCHOR N 1 I� J/10x314' HEX i W II EXISTING TYPE I WASHER HEAD �14x3/4" HEX j GLASS—�I LOCA770N TEK SCREWS ® HEAD TEK SCREW I 12' O.C. ® 9- O.C. OR I I 3/B" MIN. 1/4.0-20 S.S. M.S. - © + % 3/6" MI ANCHORS TYPE I SCHEDULE W/ NUT ® 9" O.C. I (SEE ON SHEET 5) �. --°rt---� EDGE OF SLAB 1 I APPLICABLE �I 1a" SHUTTER MOUNTINGS APPLICABLE TO INSTALLATIONS WITHIN END ZONE 5 (AS SHOWN ON SHEET 2LW� REQUIRED ANCHORS TYPE E.D. E.D. POURED CONCRETE EDGE O REQUIRED SLAB IF HV FLOOR INSTALLATION APPLICABLE 105" SPAN —ILj r--77 3) OR 11 _'S1 ANCHORS TYPE II \J (SEE SCHEDULE ` I —ON SHEET 5) M N El POURED CONCRETE-, S1GE OF /F REQUIRED APPLICABLE Q HV RAINGUARD INSTALLATION e°°°° �� 1• "' ��/% °��s� FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ••• 02014 TILTECO. INC INSTALLATION OF BERTHA HV1 FOR: EXPERT SHUTTER y . ACCORDION SHUTTER SYSTEM SERVICES INC. - a'• % �fA E L �COI CC REGENCY ISLAND DUNES ; •, F. • <Cr Q jA yy as .<�`(•.'�Ii '+�Il'� BUILDINGS I & II SOUTH HUTCHINSON ISLAND TIWT TESTING & ENGINEERING COMPANY w55 n.w. 36M. sc, sre. 3a5, vwcTNw n. ca®Dus, W155 e°•, aaa �g2, i`'115515551 � ^ ale° Fnona: (305)e'11-153o. F. (s65)EM1531 tOD06719 ST. LUCIE COUNTY 't(i'11111 1 1111111111a?. 1 1 R A. TIL71B WFL RIDA 1 P.E. SEAL/SIGNATURE/DATE Lc. # 44r. 167E DRAWN BY M.L 11/07/14 DATE 14-088 DRAWING No SHEET 4 OF 5 - ANCHOR SCHEDULE FOR WIND ZONE 5 MOUNTING TYPE SUBSTRATE ANCHORS TYPE (SEE SCHEDULE) ANCHOR SPACING OB CONCRETE 1 8" O.C. O GROUTED CONCRETE BLOCK 11 8" O.C. © CONCRETE 1 7" 0. C. OH CONCRETE 1 6 " 0. C. JO CONCRETE 1 5 112 " 0. C. ANCHOR SCHEDULE FOR WIND ZONE 4 MOUNTING TYPE SUBSTRATE ANCHORS TYPE (SEE SCHEDULE) ANCHOR SPACING AO CONCRETE l 10 " O.C. O GROUTED CONCRETE BLOCK II 7 1/2" O.C. CONCRETE 1 10 " O.C. OH CONCRETE 1 10 " O.C. JO CONCRETE 1 10 " O.C. ANCHOR TYPE SCHEDULE ANCHOR TYPE SUBSTRATE 114 "0 ELCO CONSTRUCTION PRODUCTS I CRETE FLEX SS4, 410 SERIES SS ANCHORS W/ 2" - MIN. EMBEDMENT BEYOND ANY FINISH MATERIAL, 3" MIN. EDGE DISTANCE ll 114"0 ELCO CONSTRUCTION PRODUCTS CRETE FLEX SS4, 410 SERIES SS ANCHORS W/ 1 114 " MIN. EMBEDMENT BEYOND ANY FINISH MATERIAL, 3" MIN. EDGE DISTANCE • ' \,\0 ENS AT ��F:• 10RIDP 1140NAL111 71�1�' P.E. SEAL%SIGN ?SQUIRED ANCHORS APPLICABLE R INTERIOR ZONE 4 & END ZONE 5 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 02014 TILTECO. INC • C(, \ • 0\ TIWT TESTING & ENGINEERING COMPANY N.W. 36 ( SL. 6ta. 366, F.: CAI6JEN5, w 33166 . Fax : (365)811-1531 Ptwno : (.10.5J6/11: �--+�- 9 a-inaA: f➢1ero0aoLwm ES-0006719 SURE/DATE WALTER A. TILLIT Jr. P.E. FLORIDA Lie. g "167— INSTALLATION OF BERTHA HVt ""hXPERT SHUTTER I DRAWN 9Y ACCORDION SHUTTER SYSTEM SERVICES INC. M.L. REGENCY ISLAND DUNES 11/07/14 BUILDINGS I & II DATE SOUTH .HUTCHINSON ISLAND ST. LUCIE COUNTY 14-088 DRAWING No ouE SHEET 5 OF 5