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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED f Date: Permit Number: 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: Shutter PRCtPO$E[3.IMPROUE.M.ENT.LCCATION:" Address: 132 Mediterranean Blvd. North Legal Description: St. Lucie Gardens 26 36 40 that part of Blks. 1 &2 lyg ELY of US#1 Property Tax.ID#: 3426-500-1045-000/6 Lot No. Site Plan Name: Block No. Project Name: Spanish Lakes One Setbacks Front Back: Right Side: Left Side: QETAlLED DESCRfPTION OF WORK: I j Install accordion shutters to cover six openings on the home. 'CONSTRUCTION INFORMATION. ;y. . _ itiona work to e e orme under this permit—check a appy: []H VAC Gas Tank ❑Gas Piping Shutters Q Windows/Doors Electric Plumbing Sprinklers Generator Roof Roof pitch i Total Sq. Ft of Construction: S . Ft. of First Floor: Cost of Construction:$ 62 Utilities: Sewer Septic Building Height: OWNERJLESSEE: CONTRACTOR: . . �.,. . , jName William Brown Name: Jeff Jackman i Address:132 Mediterranean Blvd. North Company: Master Craft Aluminum Products City: Port St. Lucie State:FL Address: 1634 SE Niemeyer Circle Zip Code: 34952 Fax: City: Port St. Lucie State:FL Phone No.380-7751 Zip Code: 34952 Fax: 335-0860 E-Mail: Phone No. 335-1177 Fill in fee simple Title Holder on next page(if different E-Mail: mastercraftaluminum@gmail.com from the Owner listed above) State or County License: SCC131150586 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. DSUPPLEMENI'AL CONSTRUCTION LEEN LAW IN.FORMATION ; � .. 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: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. 11 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 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. I 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 !improveme'nts 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 commencin -work.or recording our Notice of Commencement. Signature of w esse Contractor as Agent for Owner Signatu�ofn ctor License Holder STATE O A STATEIDA COUNTY OF COUNTY OF { The forgoing instrume as acknowledged before me Theforgoing instrument was acknowledged before me this 3iay of ,20 IS by this day of lu .20 by Name olpperso making statement Name of person making statement Personally Known�OR Produced Identification Personally Known X OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-State of Florida ) (Signature of Notary Public-State of Florida) Shwr 4 D.Moore ► ShwA D.Moore Commission No. NOTAR(PIROJIhUC Commission No: NOTARY PUB al) i h STATE OF FLORIDA STATE OF FLORIDA Comrr*FFg42382 Comm#FFS42382 I4I VI fExp res 111514urg-0 C-0 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 EXISTING HOST ALT.LEG DIRECTION 1 A � N,;fIDB, .E,.`, STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM � 12'MIN FROM EDGE OF ACCORDION •ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE •• ,/ - EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I AX/ (2)6063-TG ALUMINUM _TOP OR BOTTOM SPCSIZE _* o 6549 1/2' PER TUBE '• EMBED. I SPAN TUBE PER DESIGN SCHEDULE 0 o i'. EDGE OF ACCORDION i ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �0,�'.• E Fes' 12"O.0 OR#14 x 3/4"SMS 6'0.C. SHUTTER BLADES 4S5 TYPIMIN CAL _ - 1/2"MAX. _� 14 1 )I 5 6 _ ��t41 3'MIN �j, � rn �7 QQU.• i+• EDGE 3 ifi . UQ 94:WM ¢S 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS ZX U& ROUND WINDOW ASSEMBLY) Q SEPARATION 13 a 2 5 W LLWW! N O MAXIMUM OF 3 WINDOWS EXISTING GLASS OR PER EVERY OTHER BLADE 1.+y DOOR N$UT L3JL¢Sx�ii ow IN i LIGHT-N-VIEW WINDOW IN O k EDGE }r1/2"MAIC a n .� $ N.T.S. EXTERIOR ELEV CI DISTANCE I S 6 N N O LL 3 16 1/c••HAx.fROH PUJ GUIDE I� 007 ` TO BUSHING WASHER(TYP) oa ACCESS --1/4-20 MACHINE BOLT W/NUT p A_ I/2" HOLE 12'O.0 OR*l4 x 3/4'SMS 6"O.C. N m P 2.875.0 HOLE TO 7 SPAN TUBE PER w� RECEIVE ROUND EMBED. DESIGN SCHEDULE I * d WINDOW ASSEMBLY 1/2" _(2)6063-T6 ALUMINUM T4AX. ANGLES PER BEAM END,SIZE s EXISTING PER SPAN TUBE SCHEDULE `rQ6 6 G K HOST 1/4'0 THRU BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B-MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM }}-- SPACING,AND 3'MINIMUM EDGE DISTARCE �, p 0.125' 0.032, 0.125' MAX.DESIGN LOAD= 772 PSF ! $5 0.032" I - ,�-_ 3 SPAN TUBE SECTION 0.196" N.T.S. VERT SECTION / \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER SPAN THRU410LT9 ANCHORS PER ANGLE LENOTTi s ROUND 91ZE SPAN _ _ _..-_.__.._ _ a° I WINDOW TOP BOTTOM TOP BQTRIM TOP BORTOP TOP_T BOTfDM $ 1 I p[ ASSEMBLY TUBE I TIRE TUBE TUBE TUBE TUBE TUBE TUBE S 1 m" 216# 60' 123.0' 135.T 2 2 2 3 4• I T 97 101.r 106.9' 2 2 3 3 r � r \ / - 123• 09.9' 91.4' _ 2-_ -2- 3 3 r T Ij7r9c 00- 129.1' 167.1' 2 2 _ 2 3_ 4' T' / / \ 21811_4.1. 114.8• 1Z4_T_ 2 2 �go 0.126' 123' 102.0' 109.6' Z 2 4 4 10"�I 10' e 138.0' 1960 2 Z 3 J T _7" (--T 0.100' ( ) 0. 8' B8' 122r 155.7' 2 2 3 4 7' 10' 02.875' 12 P e 03.250" ) 123' 115.4• 137.6' 2 3 4 5 10' 13' 2 2 3 4 7' _10'_ Q@ U 1 ` / 01 7 870' B7 140_8'_ 229. 2 _3e_J LIGHT-N-VIEW WINDOW �\ / "5" 7 13 y7B= UU g �1 ttlPlfaQRRWKIBYNf60PE 27 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB = SP1111 AN TUBE SCHEDULE NOTES:"ANGLES FOR 2'x5"&2"x6•BEAMS. 15-2339 2. USE 2"z5'x1/4.ANGLES FOR 2"x8"&2'x10'BEAMS. sGMh - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►Aae opgr�lTsnora 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 LOW THE 6, LAP BEAMS ENOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE F KLBENNARtf 2pIE.J - i t t p 4046349 ;:.1:•I: Z.S'MIN EDGE DISTANCE - ````� SbeOs up Ta 6'•0" SRaOs Up To 013" Spans Up 7o LZO, ' o aa ANCHOR t OAD CONN TYPE CONN TYPE CONN TYPE s G Cl C2 C3 I C9 I CS C1 C2 L"3 I C4 C5 Cl C2 C3 I C4 CS k : 3/4•ITW TAPCON OR EtC4 ,_43 16.0"16.0"35.0"18.0"le.q"16.0"18.0" 9.0" 33•D"16,0"16.0"f' 4,5" 5.5" B.5" 14.5" NO I'E004 74 ; - 53 36.0"16.0"055"14. 6 B" - ULTRACON WITH 1-3/4- 1, 5"i.0 1.O 12.0" 15.0" 4.S` T.5" 10.5" `tf EMBED(3192pA MIN CONC) 62 16.0"18.0" B.5" 12.5"16,0"16.0" 9.S" 5.5" B,5" 15,0"15.0" 4.5' 7.5" Y0.5° -$'_ * q vvN�T•• 70 X6.0"13.0" 7.0" ik.0"3&D"15,5" &0" S.0•' 7.5' ILS"SS.O" .5" 7,5" Y0.5° Z 4N1; ' 100 29.0" 7.5" 4.S" 7.5" 10.5"15.0" 7.S' 4,S" AS:' 10.5"X6,0" .5" 7.5•' 10.5" 7 x S(TYP. T 7 8 COMQtWA TtOF;��-. STATE ; M S 9 t 10 C014BINA TIOIrr; .� $N 114•MItLENiL1H MILLFA5T 43_28.0"16.4"35A'16.0"X6.0"16.0-116m, 9.0" 13.5'26.0"16.0" 5.5" 9.01,11315" WITH 1-3/4"EMBED(3275ps1 53 18.0 "16.0"11.0"15.0"16.0"16.0"11.0•' 7.0" 10.5"16.0"13.5" q,5" 7.5" 9.5"Mitt CONCRETE} 62 10.4"L5.4" &5'1 13.4".16.tl"16.0' 9,5" S.S" 9.0" 13.5'5,3.5" S' 7.5" 9.5" O / >70 18.0'•12.0" 7.0" 11.0"L6.0"34.0" ZO" -4,5" B4O" 10.5"13,5" .E 7.5"9.6 /7th�t (� U___ 100 13.5" 7.0" 4.5" 7.5' 9.S" 13.5" 7,0" 4,S" 7,5" 9.5" 33.5" ,5" 7.5" P.5"1/4'ELCO CRE 51.Ei SS4 43 16.0"18.0"16.0"36.0"E6.pT'16,0"16.0"13.5'26.0"16.0"16,0" 0" 13_0"16.0" T x 5 IT YP.1 2 x 5(TYP.) W W/2'EMBED(33500 MIN 53 16.0"16.0"16.0"10.0"H14.O" 6.0"16.0"10.0"IS.S"16,0"16.0"Id.O" 6.5" XX.O"1-0.0" CONC V N1} fit 16.4"16.4"SLS`1G0"16.0" 10. 6_0"30,5,'.' 7.p" 11.5'15.0" 6.0 " 5:S' 11.0"14.0"10.0"G,5" 11.0" 0.0"i&0" 6,5" 11.4"14.0"16.4"SO.p"B.5" IX.O"34.0" G 1a of 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING ,ull1 tX C2 'C3 _C4� CS _C1 C2 C3 fi4 C5 Cl C2 -C3 C4 CS 1/4'3TW TAPCON OR ELCO 43 16.0"16.0" 7.5" 6,0" 16.01'16.p"16,0" s.D•• ss" 16.01.16.01' 9.D" 3.0" 4.0" X4.o^ - SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: IT UUMACON WITH 1-3/4" 53 1&D"16.01' 5:5" 6.5" 16.0"16.0"12.0" 4.5" 100"14.5" 7.S" X0.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE EMBED(3192Ps1 MIN CONC) 62 X6.0"15.5" 4:5" 5.5" 16,01,16.0" 9.0" 4.0^ 14,5"34.5" 7.5" 10,61, ANCHURS ONLY -- - ---.-.. .._�._ ,_ - CL CONNECTION TYPE USING PIECE(@7 WITH � a 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5' 11.0"14,5" 7.5" 100" OUTSIDE ANCHORS ONLY. - __ _ 10'W 14.E 7.5" 10.0"14.5" 7.5" 1/4"MILLENIUM MILLFAST 43 166.0"16.0"11.0'13.5"16.0"16.0,'L3. 6.5" 9.5" 16,0"13_0" 7.0" q,0" G.5" 30.5" N�3 WITH 1-3/4'EMBED(327SW 53 16_4_36.0" BA" 12,_0"16.4"16,0" 9.0" S.0" 7.5" 360"10.5" S•5" S.5" 7.5" ANCHOR NOTES: ul MIN CONCFtem) 62 LB.O"11.5"�6.0" 9.0" 16.0"13.5" 7.0"4.0" 6,5 11.0"10,5" 5.5" 5.5" RS" M1; 70 X6.4" 9,5" 5.5" B.0" 16.01,JL5' 5-S" S.S' 8.5" X0.5" 5.5" 5.5" 7.5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING r 100 10.5" 5.5" 5.S' 7.5" 10.5^ ss^ 5.5" 7.5" 10.5^ Ss" 5.5" 7•s" ONLY.AtLOWAII15 STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMI7ED TO 7IIOSE SHOWN IN TADLE 1 p 1 �•E*O m ZO --� 1-1/4'HIM EDGE DISTANCE (9 )• a� t! pro I/4•Ate W 7/8'SOLt6•SET - - - '- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR W/7/8'EMSCR& Cl CZ C3 C4 CS CI C2 C3 Cq CS Cl CZ C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR �b Y 114 20 55 MACHINE SCREW _43 16.D"L6.0'_8.5" 10.5"16.0"16_0'12.q_ 5.5" 7.S" 16.p"12.5" G.5" 3.0" 5.0'_10.D" EQUAL70 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT'SPAN GREATER 3000psI MIN CONC 33 16.8"15.D" 6.5" 8.0" 26.0"16.0" 8.5" 4.0"6�0" 15_;5"30l�0" 5.0" 4.0" 7.0" THAN OR EQUALTO SHUTTER SPAN.- ­62- PAN.- -62 16.0"11.0" 9.0" 7,0" 16.0"12.5" 6.5' 3.5" 5,0" 10.0"10.0" &0" "4.0" 7.0^ 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. D S0 36.4 9.0" 4.S' 6.0" 26,0"10.5' S.5" 3.0" 4,0" 8.0" 20.0"S.0" 4.D" 7.0" p 100 10.0" 5.0" 4.0" 7.0" 30.0" 5.0" 9.0" 7.0" Sd.O" 9.0" q.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o s 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER t/4'ALL-POINTS SOUO.5kT .__..___. __.......e....___ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °' ANCHOR W/7/0'EMBED R Ci C2 C3 C4 C$ CI CZ C3' C4 C5 CI C2 C3 C4 CS CONNECTIONTYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-2055 MACHINE SCREW 43_16.0 16.0 26.0 16.0 16.0 16.0"16,0"12.5"16.0'•1&0"16.o"1X_0" 7.0" X o.."16,0' CONNECTION TYPE. (3000pet MIN CONC) 53 L6.0"16.0"13,5'16.0"16.p"I6.0"14A" B.S' 13,5•]B4O"IG.D" &5" •5.5" 9.5" X2.o" S. ALL CONCRETE ANCHORS SHALL BE 1N5TALLED 70 NON-CRACKED CONCRETE 16.0"10.5"16A"16.0"16.0"11.4" 7.0"Sl.O"16.0"IBM-8.5" 5.5-19.55 3Z.0" ONLY. 6 •�"[] 7tI 16.0"115.0"190*114.0'116.W'16.0" 9.0" 6•D" 9.S"13.0"1 " 9.5" 120" 6• THE CONTRACTOR IS RESPONSLBLETO ENSURETHE ANCHORS ARE INSTALLED YOD 16.0"18.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.G 9.5" 12.0"LE-2:1-111+11 ;N" 9.9" 11.0" IN ACCORDANCE WITH MANUFACTURERS"RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN 2-5/8•MIN EDGE DISTANCE __ LENGTHS SMALL BE AS NOTED AND DO NOT'INCLUDE STUCCO OR OTHER W/1/4.20 SS BOLT AND CS I C2 I C3 I C4 I CS I Cl I CZ I C3 I C4 CS Cl C2 C3 C4 CS FINISHES. 1'EMBED(3000P51 MIN 43 16,0"1610"114=0"16,0"16.0"16.0 14.V' 8.0•'112.S"116.0"114.0'17.5" 5.0" B. 32.5_ 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS 2 s CONC) •"$3 16.0 0160"�" 9�5" 14,0"16.0"16.0" 9.5" 6A" 10.0"16.D"3L5': 8A" 4;0")0" 0.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQVATS WOOD FRAMING62 16;4" 7S" 32.0"16.0"14_5' 5" " &'5'• 11.5"11.5" 6,0" 4.0" 70" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD L5 ACCEPTABLE ONLYStDE CL4(1RE PIECES.70 15.0" 6.5" ID.S"16.0"12.0" 6.0" 4.0" 7,5" 9.0" II.S' 6.tl" 4.0" 7,0" 0.0"YW 11.5" 7.0" B.0" 5.1)"14.0"17.0" B.0"113,5"16.0'14.0" 7.0" &0^ $. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER XH•POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE _ SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4• MINTT WOOD MD.3/4' £ g EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. lAG SCREWS SHALL d $ff a W(1/4.20 SS BOLT ANO Cl •C2 C3 C4 CS Cl C2 C3 C4 CS C1 -C2 C3 C9 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. R 1`EM$ED(3g00p,I MHi 43 16,0"16_0"35.81,16.0"1b.0"]6.0"14.5" S.p" 33;5"16.4"15;4" 7.5^. 5,6" 4.q" 12.4" CONC) Fi 3_16.0"16.0"1051,55.0"16.0^16.0"]OA" 6.5" 10.5"]6,0"12,0" 6,0" 4.0" 7.5" 8.5" 9. MACHINE SCREWS SHALL HAV%MINIMUM OF 1/2"ENGAGEMENT OF T'HREAOS IN e p 2 16.0"13.41, 8.6"12.5"16.0`1 25.0" 8.0"5,p' 9=5" 12.0 32.4'• 6,7" 4.q' 7.5" &5" BASE ANCHOR AND MAY HAVE ETHER A PAN HEAD,TRUSS HEAD,OR WAFER gg HEAD{SIDEWALK BOLT),U.O.N. 9 . 0-16:0"10'51, 7.0_' 11.0"16.0"12.5" 6.5" 4.5" B.p" 9.5" 12.0" 6,0" q,0" 7,S" &5" p] DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 4 12.4"6.0" 4.4"-7.5" 8.5" 22,0" 5.0' 4.0" 7,S" $.5" 12,tl" G,O" 4.0" 7.5" 8.5" r MIN EDGE DISTANCE w DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i • o- R325M5 W(2'[YEWA11 Q� --[4 CS Cl C2 C3 Cq C5 CS C2 C3 CA CS NUT OR WASHER WINGNUT. ARMOR INSERT W/2"EM$ED 43 16.0"16.0"33.5"I4_0"16.0"16.0"16.0" 7.5" 10.81,i6.0 16.0 9,0 4�S" 6.5 13.5 a1MRoliTIAlML9RlWCgpE (2000Ps1 MIN CONC) 53 160"16.0" 0.5" 11.0"IG.O"16.0"_31.5'1 5,5" 8.5" 16.0"14,0" 7,0" 3,5' S.5" 14.0" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 11Jr_2 39 �62 26,0"15.0" 70" 9.5' 16.0"16,0" 9,0'" 4.5" 6.5" 14.0"14.0" 7,0_3.S' S.S" 10.6" 3Z WHEN ANCHORING TB HOLLOW BLOCK 505 DRILLS SHOULD NOT HE USED TO 8t••w. - '�--!/!/ y 70 160, 2.0 12.0,. 6�0.. 8,0" 16.0"14.5" 7.5" 4.0" 6.q" 10.5"14,0" 7.9" 3.S" 5.5' 1&0^ DRILL INTO HOLLOW BLOCK NOR SHO�)LD IMPACT DRILLS BE USED TO INSTALL Hue P_lla��PROIn CONCRETE SCREWS TO I10LLOW BLOCK __�..- ,_ 104 22,01, 7_0"-.3_S' 5,5" t4A"140" _0' 3,5" 5-S" 10.0"14.0 _7.0" 3.5" 5.5" 10.0" A125M5 W/2.75'EYEtiVA1L 43_16_0_16.0"16.0"1G.0"16:pi116.0"16.0"l5-F 14.0"16,0 16,0"11.5" 6,0"9.5" 10.0" ARMOR INSERT W/2S' S3_19.2F.16A"12A"36.0"16.0"1&0-11 15A' 7S" 11.01,16.0•'36A" 9,0"S.4" 8.0" 23.0" 4 g EMBED(2000ps1MIN CONE) 42 16_0"16.0"9.5'33.5"16.0`" 9,0"_ 70 16.0"16.0" 8.D" 1'1.5"16.0•'16.0" 9.5" 5.5" B.5" 14.0"16A•'9.0" 5A" 8A" 13,0" Q _- 100 16.0" 9.0" S.tl" 8.0" 13.0"160" 9.0" 5.p•' 8.0" TWO'16.0" 9,ti"5.0" 80" 33,0" rt Emulamm mmHg . MM Im mmm' ommr-gym • . R411 . . 0III Fill 101 MEW ISO /mas : . �i/i ilii i� 0/101 1-2/4'EMBED 01/01/1/101 qZOis i�INM I a '°/ .jamANCHOR W1 1-1/4'EMBED /.�i.�ii ' MIN, iii/ �ii�//i�iia o©mmmmomm©MEMO©mL/4-20 SS MACHINE SCREW MEN m©mmmm©mmmo �� 8: o soda Ramanff � � 11%I 3-11V MINm©mm m m mmmmmoEDGE DISTANCE t•�m©A Mom NA j///.%/% f0/hGy//�®3iS///®/iammu EM ••• ����//�' %i%/ an wIlffrIMIX . VON 10 EXISTING HOST ALT.LEG DIRECTION 1 A � N,;fIDB, .E,.`, STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM � 12'MIN FROM EDGE OF ACCORDION •ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE •• ,/ - EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I AX/ (2)6063-TG ALUMINUM _TOP OR BOTTOM SPCSIZE _* o 6549 1/2' PER TUBE '• EMBED. I SPAN TUBE PER DESIGN SCHEDULE 0 o i'. EDGE OF ACCORDION i ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �0,�'.• E Fes' 12"O.0 OR#14 x 3/4"SMS 6'0.C. SHUTTER BLADES 4S5 TYPIMIN CAL _ - 1/2"MAX. _� 14 1 )I 5 6 _ ��t41 3'MIN �j, � rn �7 QQU.• i+• EDGE 3 ifi . UQ 94:WM ¢S 2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLASS ZX U& ROUND WINDOW ASSEMBLY) Q SEPARATION 13 a 2 5 W LLWW! N O MAXIMUM OF 3 WINDOWS EXISTING GLASS OR PER EVERY OTHER BLADE 1.+y DOOR N$UT L3JL¢Sx�ii ow IN i LIGHT-N-VIEW WINDOW IN O k EDGE }r1/2"MAIC a n .� $ N.T.S. EXTERIOR ELEV CI DISTANCE I S 6 N N O LL 3 16 1/c••HAx.fROH PUJ GUIDE I� 007 ` TO BUSHING WASHER(TYP) oa ACCESS --1/4-20 MACHINE BOLT W/NUT p A_ I/2" HOLE 12'O.0 OR*l4 x 3/4'SMS 6"O.C. N m P 2.875.0 HOLE TO 7 SPAN TUBE PER w� RECEIVE ROUND EMBED. DESIGN SCHEDULE I * d WINDOW ASSEMBLY 1/2" _(2)6063-T6 ALUMINUM T4AX. ANGLES PER BEAM END,SIZE s EXISTING PER SPAN TUBE SCHEDULE `rQ6 6 G K HOST 1/4'0 THRU BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B-MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM }}-- SPACING,AND 3'MINIMUM EDGE DISTARCE �, p 0.125' 0.032, 0.125' MAX.DESIGN LOAD= 772 PSF ! $5 0.032" I - ,�-_ 3 SPAN TUBE SECTION 0.196" N.T.S. VERT SECTION / \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER SPAN THRU410LT9 ANCHORS PER ANGLE LENOTTi s ROUND 91ZE SPAN _ _ _..-_.__.._ _ a° I WINDOW TOP BOTTOM TOP BQTRIM TOP BORTOP TOP_T BOTfDM $ 1 I p[ ASSEMBLY TUBE I TIRE TUBE TUBE TUBE TUBE TUBE TUBE S 1 m" 216# 60' 123.0' 135.T 2 2 2 3 4• I T 97 101.r 106.9' 2 2 3 3 r � r \ / - 123• 09.9' 91.4' _ 2-_ -2- 3 3 r T Ij7r9c 00- 129.1' 167.1' 2 2 _ 2 3_ 4' T' / / \ 21811_4.1. 114.8• 1Z4_T_ 2 2 �go 0.126' 123' 102.0' 109.6' Z 2 4 4 10"�I 10' e 138.0' 1960 2 Z 3 J T _7" (--T 0.100' ( ) 0. 8' B8' 122r 155.7' 2 2 3 4 7' 10' 02.875' 12 P e 03.250" ) 123' 115.4• 137.6' 2 3 4 5 10' 13' 2 2 3 4 7' _10'_ Q@ U 1 ` / 01 7 870' B7 140_8'_ 229. 2 _3e_J LIGHT-N-VIEW WINDOW �\ / "5" 7 13 y7B= UU g �1 ttlPlfaQRRWKIBYNf60PE 27 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB = SP1111 AN TUBE SCHEDULE NOTES:"ANGLES FOR 2'x5"&2"x6•BEAMS. 15-2339 2. USE 2"z5'x1/4.ANGLES FOR 2"x8"&2'x10'BEAMS. sGMh - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. ►Aae opgr�lTsnora 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE A96 LOW THE 6, LAP BEAMS ENOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK .RANNLBENNMDO P.E. 2°MIN EDGE DISTANCE Spsns Up To 6'-D" Spans Uo To 8'-3" Spans UO To 12'•O" UC LOAD CONN TYPE CONN TYPE CONN TYPE �• ` s. ANCHOR (P56 C1 C2 C3 I C4 CS Cl.I C2 I C3 C4 I CS Cl I C2 I C3 J.C4 I CS -* NO PE004654 112 S145 W/2"EYEWALL 43 16.0"ifi.0" 7.5" 9.D" L6 15.5" B.5" 45" 6.5" B,5" 4.5" 4.0" 7.0" - -_ 3 Aft OR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0"#3! 5.0" 11.0" 7.0" 3.5" 3: .0 ^-uEMBED 62 14.0"7.5' 4.U" 6.5" 14.5" 9.D" 4.5" 4.00"7.0' 7.0 ." ." .0" �= -70 11.5"-0.0" 3.5" 5.5" 12.5" 7.5" 3-5" 3.5" 5�5" 7.0" 35" 35 5.0" ST'• STATE OF ;'-"tlNII93.5" 5.0" 7.D" 3.5" 3.5"-5.0" 7.0" 3.5" 3.5" 5.0" '�S '•2,/OgIDA . uti , ANCHOR SCHEDULE: WOOD (G=0.55) 3/q"MM EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" sans Up To 12'-0" G LOAD CONNTYPE CONN TYPE CONN TYPE WN s ANCHOR (D60 C! ' C2 C3 C4. CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 C5 1/4"IAC SCREW WITH 1-3/4 43 16.0"L6.0"11.5"12.5"16.0"16.0"16.0"173'19.0"116.0"16.0"14.5" 4.5" 6.0" 16.0" 3 irca MIN THREAD PENETRATION 53 16:0"16,0_' 6.5" 10.0"16.0"16.0"180" 6.0" 7.0" 16.0"16.0"11.5" 4.0' 5:0"_160" In C s w 62 16.0 16.D" 7.0"5.5"1'6.0"16.0"14_5" 5:0"_6.0" 16_0"16.0"LL.S" A_0"5.0 16.0" 0 iu 9=VXmrl- 70 I6.0�'16.0" 6.0 7.5'.I6A"16A"12_5" 4_0" 55 16.0"16.0"ILS' q,0" 5.0" 16A" ..I 100 Xw,11.5"4.0" 5.0" 16.0"16_0"11.5" 4.0" 5.0" 16.0"16.0"1L5" 4.0° 5_0" 16.0" 7/16'WOOD BUSHING WITH 43 16_0"16.0" 8.0" 10_0"L6.0"15.5" 8.5"-4.5 7.0 IS_S' 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED®1/4-20 53 16.0"10.5" 5.5" B.0" 16.0"11.0_' 6.0" 3.5" 55" 11.0" 7.0" 3.5" 4.0 'S.0" rn SS MACHINE SCREW 62 14.0" 8.5" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 35" 4.0" 5.0" n�9 p °(gyp 70 12.0" 6:0"3.5'x- 5.5" 12.5" 7.5'T 3.5" 4.0" O 1'vwu -__- .5" __ _'- .- !DO 7.0" 3.5" 4.0" 5,0" T-o 3,5" 4.0" 5.0" 7.0" 3S" 4.0" S.0" 3 s14 SMS OR s14 WOOD 43 16.0"16,_D"12.5"14.5"16.0"16_0"16.0" B_0" 10.0"16.0"16.0"11.5" .. 7.0" 16.0" im 49 1' SCREW WITH 1.3/4"MIN 53 L6.0"16.0" 9A" 11.5"16A"16.0"15_0" 6.0" 0.0" 16:0"16_D" 9.5"_4.0" 5,5 13_0" Nd THREAD PENETRATION 62 16.0"16.0" 7.5"-9.5"16.0"16.0"11.5" 5.0" 7.0" 16_0"16.0" B5" 4.0" 5.5"13.0" 70 lKF 16.0"6.5" 8.5" 16.U"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4:0" 5.5" 13.0" ¢g 100 16.0" 9.5" 4.0" 5.9' 13.0"16.0" 9.w, 4.0" 5.S" 13.0"16.0" 95" 4.0" Y' 13.0" �� w ANCHOR SCHEDULE: WOOD (G=0.42) Zm� 3/4'MIH EDGE DISTANCE - - r LOAD Spans Up To 6'-0" Spans Un To 8'-3" z: ANCHOR (P� CONN TYPE CONN TYPE CONN TYPE - C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a 1/4'LIG SCREW WITH 1-3/4FS, 16.0"16.0" 9.0" 10.0"16.0"16.01-116,0--15.5" 7.0" 16.0"16.0" 9.5" 3.S" 4.5" 15.0" m ri MIN THREAD PENETRATION16.0"16.0" 6.5" 8.0" 16.0"16.0"12.S" 4.5" 5.S" 16.0"15.0" 7.5" 3,0" 99^0" 1L-0" ry 16.0"16.0" 5.5" 6.5" S6.D"16.0" 9.5" 3.5" 5.0" 15.0"15,0" 7.5" 3.0" 4.0'•I11.0" KRAAL® 16.0"13.5" 4.5" 6�0" 16.0"16:0" 8.0" 3.0" 4.0".11.5"1S.0" 7.5" 7.0" 40" 11.0" .0" 7.5" 3.0" 40" 110"L5.0" 7.5"�3.011.0"15.0" 7.5" 3.0" 4.0"IN - - ---.- -- --si4SMSOR014WODD 16A_16.0" 8.5" 10.5"16.0"16.0_'12.5" 5,5" 7.0 16.0"13,0" 6.5" 3.5" 5.0"SCREW WITH 1-3/4'MIN 16.0"16.0" 6.5" 8.0" 16:0"16.0 8.5" 4.0" 5.5" 16.0"10.5" 5.5". 2.5" 4.0"o THREAD PENETRATION 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.55.0" 10,5"10.5" 5,5" 2.5" 4.0"j' 16_0" 9.5". 4.5" 6.0" L6_0"ME 5,5_3.0' 4A" 8_0�30.5! 5.5"_ 2_5" 4A"100 105" , 25" 4.0" 7.5" 10:5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5' 4.0" a d ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE ¢ �s LOAD Suana Up7p 6-0" So"s Up To B'-3" Spans Up To-12'•0" d$ 3 $$$ s ANCHOR (Psn Cl CONN TYPE CONN TYPE CONN TYPE C2 C3 C4 CS Cl • C2 I C3 I C4 I CS C1 1 C2 I C3 C4 L CS 5/16'ITW TAPCON XL W/ 43 16.0"116.0`116.0"16.0"16,0"16.0"16.0"15.0"16.0=16.0 16.0"15.0=9.0" 14.0"16.0" ¢¢¢ a tl 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16_0"16.0"12.0" 7.5_M116-21- F670" 2.0"16.0" Y 62 16.0"16.0'!14.0"16.0!'16:0"16:0^15.0" 9.0" 14.0"MAX"16_0"12.0" 7.5" 12.0"16.0-' i 70 16.0"16.0"11.5"16.0"16.0"16.0°12.5" 8.0" 12.5"16.0"16.0":12 0' 7,5_l2. 10 fii 0' t 12.0"16.0"16:0°12.0" 7.5" 12.0"16.0"36_0'12.0" 7.5" 12.0 16.0" 5 5/l6•ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0 16.0"16.0'10.5' 6.5" 9.5" I6A"11.0" 5.5"l 6.5" 9.0" 9 2-1/4°MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0• 7.5" 7.5" 13.5" 9.0" 6,5" OCRIIfifROWKLIB1WD01E �m 62 16.0 L0.0" 6.5" 9.0" 9:0" 6_s" 15-2339 S 70 15.0" 8A5.0"X8:0" 15.5 B.5" / ' 7.0" 9_0' 6_5" . A �a_- _. 100 9.0" �/ S.S� S�, y-D•• 5.5" 6.5" 9.0" 6.5" C6oe� 9JIJ. L. _ _-1"MIN EDGE DISTANCE -__ _ CS C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3 C'4 f5 s12 Ems W/2"EYEWALL 43 16.U"16,0" 9.5' 11.5 16.0"16.0"1A.0" 6.0" B.0" 16.0" 3.5" 5.5" 11.5' ARMOR INSERT QW/22'EMBED 53 L6.D""1"! 6.0° 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 70.16_0" _1_6.0"12.5' 6.5" 9?0" 13_5 6,0 3.0" b.5" 8.5" ANCHOR NOTES:SEE SNEEi ,I �� 100 11.5"X6.0" 3.0" 4.5" 8.5" 11:5" 6.0" 6.01-13.n" 4.5" 8.5" 9 FOR ANCHOR NOTES. L.l Ll ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK .RANNLBENNMDO P.E. 2°MIN EDGE DISTANCE Spsns Up To 6'-D" Spans Uo To 8'-3" Spans UO To 12'•O" UC LOAD CONN TYPE CONN TYPE CONN TYPE �• ` s. ANCHOR (P56 C1 C2 C3 I C4 CS Cl.I C2 I C3 C4 I CS Cl I C2 I C3 J.C4 I CS -* NO PE004654 112 S145 W/2"EYEWALL 43 16.0"ifi.0" 7.5" 9.D" L6 15.5" B.5" 45" 6.5" B,5" 4.5" 4.0" 7.0" - -_ 3 Aft OR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0"#3! 5.0" 11.0" 7.0" 3.5" 3: .0 ^-uEMBED 62 14.0"7.5' 4.U" 6.5" 14.5" 9.D" 4.5" 4.00"7.0' 7.0 ." ." .0" �= -70 11.5"-0.0" 3.5" 5.5" 12.5" 7.5" 3-5" 3.5" 5�5" 7.0" 35" 35 5.0" ST'• STATE OF ;'-"tlNII93.5" 5.0" 7.D" 3.5" 3.5"-5.0" 7.0" 3.5" 3.5" 5.0" '�S '•2,/OgIDA . uti , ANCHOR SCHEDULE: WOOD (G=0.55) 3/q"MM EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" sans Up To 12'-0" G LOAD CONNTYPE CONN TYPE CONN TYPE WN s ANCHOR (D60 C! ' C2 C3 C4. CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 C5 1/4"IAC SCREW WITH 1-3/4 43 16.0"L6.0"11.5"12.5"16.0"16.0"16.0"173'19.0"116.0"16.0"14.5" 4.5" 6.0" 16.0" 3 irca MIN THREAD PENETRATION 53 16:0"16,0_' 6.5" 10.0"16.0"16.0"180" 6.0" 7.0" 16.0"16.0"11.5" 4.0' 5:0"_160" In C s w 62 16.0 16.D" 7.0"5.5"1'6.0"16.0"14_5" 5:0"_6.0" 16_0"16.0"LL.S" A_0"5.0 16.0" 0 iu 9=VXmrl- 70 I6.0�'16.0" 6.0 7.5'.I6A"16A"12_5" 4_0" 55 16.0"16.0"ILS' q,0" 5.0" 16A" ..I 100 Xw,11.5"4.0" 5.0" 16.0"16_0"11.5" 4.0" 5.0" 16.0"16.0"1L5" 4.0° 5_0" 16.0" 7/16'WOOD BUSHING WITH 43 16_0"16.0" 8.0" 10_0"L6.0"15.5" 8.5"-4.5 7.0 IS_S' 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED®1/4-20 53 16.0"10.5" 5.5" B.0" 16.0"11.0_' 6.0" 3.5" 55" 11.0" 7.0" 3.5" 4.0 'S.0" rn SS MACHINE SCREW 62 14.0" 8.5" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 35" 4.0" 5.0" n�9 p °(gyp 70 12.0" 6:0"3.5'x- 5.5" 12.5" 7.5'T 3.5" 4.0" O 1'vwu -__- .5" __ _'- .- !DO 7.0" 3.5" 4.0" 5,0" T-o 3,5" 4.0" 5.0" 7.0" 3S" 4.0" S.0" 3 s14 SMS OR s14 WOOD 43 16.0"16,_D"12.5"14.5"16.0"16_0"16.0" B_0" 10.0"16.0"16.0"11.5" .. 7.0" 16.0" im 49 1' SCREW WITH 1.3/4"MIN 53 L6.0"16.0" 9A" 11.5"16A"16.0"15_0" 6.0" 0.0" 16:0"16_D" 9.5"_4.0" 5,5 13_0" Nd THREAD PENETRATION 62 16.0"16.0" 7.5"-9.5"16.0"16.0"11.5" 5.0" 7.0" 16_0"16.0" B5" 4.0" 5.5"13.0" 70 lKF 16.0"6.5" 8.5" 16.U"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4:0" 5.5" 13.0" ¢g 100 16.0" 9.5" 4.0" 5.9' 13.0"16.0" 9.w, 4.0" 5.S" 13.0"16.0" 95" 4.0" Y' 13.0" �� w ANCHOR SCHEDULE: WOOD (G=0.42) Zm� 3/4'MIH EDGE DISTANCE - - r LOAD Spans Up To 6'-0" Spans Un To 8'-3" z: ANCHOR (P� CONN TYPE CONN TYPE CONN TYPE - C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a 1/4'LIG SCREW WITH 1-3/4FS, 16.0"16.0" 9.0" 10.0"16.0"16.01-116,0--15.5" 7.0" 16.0"16.0" 9.5" 3.S" 4.5" 15.0" m ri MIN THREAD PENETRATION16.0"16.0" 6.5" 8.0" 16.0"16.0"12.S" 4.5" 5.S" 16.0"15.0" 7.5" 3,0" 99^0" 1L-0" ry 16.0"16.0" 5.5" 6.5" S6.D"16.0" 9.5" 3.5" 5.0" 15.0"15,0" 7.5" 3.0" 4.0'•I11.0" KRAAL® 16.0"13.5" 4.5" 6�0" 16.0"16:0" 8.0" 3.0" 4.0".11.5"1S.0" 7.5" 7.0" 40" 11.0" .0" 7.5" 3.0" 40" 110"L5.0" 7.5"�3.011.0"15.0" 7.5" 3.0" 4.0"IN - - ---.- -- --si4SMSOR014WODD 16A_16.0" 8.5" 10.5"16.0"16.0_'12.5" 5,5" 7.0 16.0"13,0" 6.5" 3.5" 5.0"SCREW WITH 1-3/4'MIN 16.0"16.0" 6.5" 8.0" 16:0"16.0 8.5" 4.0" 5.5" 16.0"10.5" 5.5". 2.5" 4.0"o THREAD PENETRATION 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.55.0" 10,5"10.5" 5,5" 2.5" 4.0"j' 16_0" 9.5". 4.5" 6.0" L6_0"ME 5,5_3.0' 4A" 8_0�30.5! 5.5"_ 2_5" 4A"100 105" , 25" 4.0" 7.5" 10:5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5' 4.0" a d ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE ¢ �s LOAD Suana Up7p 6-0" So"s Up To B'-3" Spans Up To-12'•0" d$ 3 $$$ s ANCHOR (Psn Cl CONN TYPE CONN TYPE CONN TYPE C2 C3 C4 CS Cl • C2 I C3 I C4 I CS C1 1 C2 I C3 C4 L CS 5/16'ITW TAPCON XL W/ 43 16.0"116.0`116.0"16.0"16,0"16.0"16.0"15.0"16.0=16.0 16.0"15.0=9.0" 14.0"16.0" ¢¢¢ a tl 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16_0"16.0"12.0" 7.5_M116-21- F670" 2.0"16.0" Y 62 16.0"16.0'!14.0"16.0!'16:0"16:0^15.0" 9.0" 14.0"MAX"16_0"12.0" 7.5" 12.0"16.0-' i 70 16.0"16.0"11.5"16.0"16.0"16.0°12.5" 8.0" 12.5"16.0"16.0":12 0' 7,5_l2. 10 fii 0' t 12.0"16.0"16:0°12.0" 7.5" 12.0"16.0"36_0'12.0" 7.5" 12.0 16.0" 5 5/l6•ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0 16.0"16.0'10.5' 6.5" 9.5" I6A"11.0" 5.5"l 6.5" 9.0" 9 2-1/4°MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0• 7.5" 7.5" 13.5" 9.0" 6,5" OCRIIfifROWKLIB1WD01E �m 62 16.0 L0.0" 6.5" 9.0" 9:0" 6_s" 15-2339 S 70 15.0" 8A5.0"X8:0" 15.5 B.5" / ' 7.0" 9_0' 6_5" . A �a_- _. 100 9.0" �/ S.S� S�, y-D•• 5.5" 6.5" 9.0" 6.5" C6oe� 9JIJ. L. _ _-1"MIN EDGE DISTANCE -__ _ CS C2 C3 C4 CS CL C2 C3 C4 CS C1 C2 C3 C'4 f5 s12 Ems W/2"EYEWALL 43 16.U"16,0" 9.5' 11.5 16.0"16.0"1A.0" 6.0" B.0" 16.0" 3.5" 5.5" 11.5' ARMOR INSERT QW/22'EMBED 53 L6.D""1"! 6.0° 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 70.16_0" _1_6.0"12.5' 6.5" 9?0" 13_5 6,0 3.0" b.5" 8.5" ANCHOR NOTES:SEE SNEEi ,I �� 100 11.5"X6.0" 3.0" 4.5" 8.5" 11:5" 6.0" 6.01-13.n" 4.5" 8.5" 9 FOR ANCHOR NOTES. L.l Ll