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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED ��nn 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 PROPOSED IMPROVEMENT LOCATI"QN Address: 3404 Bent Pine Drive Fort Pierce, FL 34951 Legal Description: MONTE CARLO COUNTRY CLUB-UNIT ONE-LOT 284(OR 4031-2292) Property Tax ID#: 1327-801-0090-000-3 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front /'1 Back:_!6*�Right Sider Left Side: Af 1A DETAILED DESCRIPTION OF WORK , ACCORDIONS AND PANELS CONSTRUCTION !N'FORIVIATIO.N - " Additional work to, e- a orm e under this permit—check a _ appy: Gas Tank ❑Gas Piping _Shutters ❑HVAC Ei ❑Windows/Doors ❑Electric ❑ Plumbing ❑Sprinklers ❑Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ ���o Utilities: _Sewer❑Septic Building Height: OWNER/LESSEE k CONTRACTOR . Name LINDA VALEK Name: GARY WHIGHAM Address:3404 BENT PINE DRIVE Company: SOUTH FLORIDA ALUMINUM PRODUCTS City: FORT PIERCE State:FL Address: 4807 SO US HWY 1 Zip Code: 34951 Fax: City: FORT PIERCE State:FL Phone No.412-719-1328 Zip Code: 34982 Fax: 772-466-1074 E-Mail: Phone No. 772-466-0913 Fill in fee simple Title Holder on next page(if different E-Mail: SFAPBOOKS@SOFLALUM.COM from the Owner listed above) State or County License: CRC1330712 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. l SUPPLEMENTALRMI" CONSTON i�IEN x LAW INFORMATION M. _ . 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:4907 So US Hwy, 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. 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 vQur_ property. A Notice of Commencement must be recorded and posted on the jobsite before the 'r ' spec ion. If you intend to obtain financing, consult with len r rr' nnaarney before comm work or ecording your Notice of Commencement. ignat ner/Lessee/Contractor as Agent for Ownerignature o n ' nse Holder STATE OF FLORIDA STATE OF FLORPA COUNTY OF—, ,nom Liset�f' COUNTY OF J g an 4 The for. Ing instr met as acknowledged before me The fc�t o g instrurMen w acknowledged before me thi 9k of � � 20 l7 by this s day of UG 20!� by Name of per Vo making statement Name of peron saking statement Personally Known VV OR Produced Identification Personally Known r/ OR Produced Identification Type of Identification Type of Identification Produced Produced (Signatur q• ptary N MATO TI (Signatu e,- ary PMW N MAT ONTI Commiss :,= MY COMMISSION#x{ )138 CommiLly._COMMISSION#FF�& 1j EXPIRES January 24.2020 u;/,�y., tr.,.t nuary 24.2020 ' Fk nrl,iNoy�•vS':ervtrc , t.Gh 84';O'S't FkuulaNn;a•vS^rvtrc:Jnr REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE _ G Spans Up To 6'-0" Spans Up To V-3" Spans UeTo 12'-0'_ _ fri LOAD F� CONN TYPE CONN TYPE CONN TYPE _ ANCHOR Cl C2 I C3 I C4 I CS Cl I C2 I C3 I C4 I C5 Cl I C2 I C3 I C4 CS 1/4"ITW TAPCON OR ELCO 43 16.0" 16.0" 150'116.0"116.0" 16.0" 16.0" 9.0"113.0"116.0"16.0"19.5" S.5" 8.5" 14.5" ' ULTRACON WITH 1-3/4" _53 16.0" 16,0" 10.5"114.5. 16.0" 16.0" 12.0" 7.0" 10.5•' 16.0" 15.0" 7.5"1 4.5" 7.5" 10.5" EMBED(3192psi MIN CONC) 62 16.0" 16.0" 8.5" 12.5"16.0" 16.0" 9.5" 5.5" 8.5" 15.0" 15.0" 7.5" 4.5" 7.5" 10.5" -....--" -- ---'--- ------' 70 36.0" 13.0" 7.0" 11.0" 16.0" 15.5" 8,0" 5.0" 7.5" 11.5" 15.0" 7.5" 4.5" 7.5" 10.5' 7 / B COMBINATION ---' '- -- -- 2 x 5 ITYP. 100 15.0" 7.5" 4.5" 7.5" 10.5" 15.0" 7,5" 4,5" 7.5" 10.5" 15.0" 7.5" 4.5" 7.5" 10.5" 9 / 0 COMBINATION 1/4'MILLENIUM MILLFAST 43 16.0" 16.0" 15.0"16.0" 16.0" 16.0" 16.0" 9.0" 13.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" WITH 1-3/4'EMBED(3275psi 53 16.0" 16.0"11.0" 15.0" 16.0" 16.0" 11.0" 7.0" 10.5" 16.0" 13.5" 7.0" 4.5" 7.5" 9.5" O MIN CONCRETE) 62 16.0" 15.0" 8.5" 13.0" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" 13.5" 7.0" 4.5" 7.5" 9.5" 70 16.0"112.0" 7.0" 11.0" 16.0" 14.0" 7.0" 4.5" 8.0" 10.5" 13.5' 7.0" 4.5" 7.5" 9.5" 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5'• 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" 1/4"ELCO CRETEFLEX SS4 43 16.0" 16.0" 16.0" 16:0" 16.0" 16.0" 16:0" 13.5' 16.0"16.0" 16.0"12.5" 8.0" 13.0" 16.0" W/2"EMBED(3350psi MIN 53 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 15.5" 16.0" 16.0"10.0" 6.5" 11.0" 14.0" 1 x S TYP. 2 x S TYP. CONC) 62 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5' 8.0" 13.0" 16.0" 16.D" 10.0" 6.5" 11.0'• 14.0" 70 16.0" 16.0"10.5•' 16.0" 16.0" 16.0'• 10.5" 7.0" 11.5" 15.0" 16.0" 10.0" 6.5" 11.0" 14.0" N 100 16.0" 10.0" 6.5" 11.0"114.0- 16.0" 10.0" 6.5" 11.0" 16.01- 10.0" 6.5" 10 14.0" 1"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. Cl I CZ I c3 C4 C5 Cl cz c3 C4 C5 cl cz c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYP 1/4"ITW TAPCON OR ELCO 43 16.0" 16.0" 7-5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.5" 16.0" 16.0" 9.0" 3.0" 4.0" 14.0" _ _ _ ___ _____ _ - [2 CONNECTION TYPE USING PIECE_ 0 WITH OUTSIDE ULTRACON-WITH 1=3/4" 53- 16.0"16:0"-5:5 -6.5 16:0" 16:0" 12:0" 4:5"-16:0"14:5"-7.5"- 10.0" - ANCHORS ONLY 16 EMBED(3192psi MIN CONC) 62 16.0" 15.5" 4.5" 5.5" 16.0" 16.0" 9.0" 4.0' 14.5" 14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE.® WITH - -- -- '- -o. --- ' OUTSIDE ANCHORS ONLY 16.0" 1.2.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0"14.5" 7.5" 10.0' __100 14.5" 7.5" 7.5" /�jj 10.0"14.5" 7.5" 10.0" .. 1/4"MILLENIUM MILLFAST 43_16.0" 16.0" 11.0•' 13.5" 16:0" 16_0" 13.0" 6.5" 9.5" 16.0" 13.0" 7.0" 4.0" 6.5" 10.5" F WITH 1-3/4"EMBED(3275ps1 53 16_0" 16_0" 8.0" 11.0" 16.0"K13-.5- 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: d MIN CONCRETE) 62 16.0- 11.5" 6.0" 9.0" 16.0" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" 70 16.0" 9.s" s.s" e.o" 16.0" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5' 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE Soo 10.5" 5.5" 5.5" 7.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). Z 1/4"ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE O -C 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL v ANCHOR w/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN a 1/4-20 S5 MACHINE SCREW 43 16.0" 16.0" 8.5" 10.5"16;0" 16.0" 12.0" 5.5" 7.5" 16.0" 12.5' 6.5' 3.0"15.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATE -- -' ' -- "' THAN OR EQUAL TO SHUTTER SPAN. a (3000psi MIN CONC) 53 16.0" 15.0" 6.5" 8.0" 16.0" 16.0" 8.5" 4.0" 6.0" 15.5' 10.0" 5.0" 4.0" 7.0" `_... - 62 16.0" 11.0" 5.0" 7.0" 16.0" 12.5" 6.5" 3.5" 5.0" 10.0" 10.0" 5.0" 4.0" 7.0" g / 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION T) •� 70 16.0" 9.0" 4.5" 6.0" 16.0" 10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" m 100 10.0" s.o^ 4:0" 7.0" 10.0•' M;"; a.D' 7.0" 10.0" so-", 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE "MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 3 v 1/4"ALL-POINTS SOLID-SET _ ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8-EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTIONPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0" 16.0" 16.0" 16.0"116.0" 16.0" 16.0" 11.5•' 16.0•' 16.0" 16.0" 11.0" 7.0" 11.0-116.0., CONNECTION TYPE. h (3000psi MIN CONC) 53 16.0" 16.0" 13.5" 16.0" 16.0" 16.0" 14.0" 8.5" 13.5" 16.0"16.0" 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRET N 62 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 16.0'• 8.5" 5.5" 9.5" 12.0" ONLY. 70 16.0" 15.0" 9.0" 14.0" 16.0^ 16.0" 9.0" 6.0"110.0"13.0" 16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALL ^ 100 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0• IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT LL2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER _ 1/4'POWERS SS DROP-1N FINISHES. m W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS 1"EMBED(3000psi MIN 43 16.0'• 16.0" 14.0" 16.0" 16.0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0"17.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDIT CONC) 53 16.0" 16.0" 9.5" 14.0" 16.0" 16.0" 9.5" 6.0" 10.0" 16.0" 11.5" 6.0" 4.0" 7.0" 8.0'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 1 - - - -- - MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY F LL 62 16.0" 12.5" 7.5" 12.0" 16.0" 14.5" 7.5 5,0'• 8.5" 11.5" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. 70 16.0" 10.0" 6.5" 10.5" 16.0" 12.0" 6.0 4.0 7.5" 9.0" 11.5" 6.0" 4.0" 7-0" 8.0" 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTEN __ 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD STUD.3/4 y 1/4'POWERS 55 DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL W/1/4-20 55 BOLT AND CI C2 63 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. m I"EMBED(3000pst MIN 43 16.0" 16.0•' 15.0" 16.0" 16.0" 16.0" 14.5" 9.0" 13.5" 16.0" 15.0" 7.5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREAD: CONC) 53 16.0"16.0" 10.5" 15.0" 16.0" 16.0" 10.0'• 6.5" 10.5" 16.0" 12.0" 6.0" 4.0" 7.5' 8.5" .. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62 6.0"113.0"18.0" 12.S" 16.0"115.0" 8.0" 5.0" 9.0" 12.0" 12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 70 16.0" 10.5" 7.0" 11.0" 16.0"112.5" 6.5" 4.5" 8.0" 9.5" 1-2.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ' 3 100 12.0" 6.0" 4.0" 7.5" 6.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" > 2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCI #12 SMS W/2"EYEWALL Cl. I C2 I C3 I C4 I CS Cl C2 C3 I C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. ARMOR INSERT W/2"EMBED 43 16.0"116.0"111.5" 14.0" 16.0" 16.0•' 16.0" 7.5"110.0" 16.0" 16.0" 9.0" i" s. .5" 13.5•' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE (2000psi MIN CONC) --- 53 16.0" 16.0" 8.5" 11.0" 16.0" 16.0" 11.5' S.5" 8.0" 16.0" 14.0" 7.0" .5" 10.0" m 62 16.0" 15.0" 7.0" 9.5" 16.0" 16.0" 9.0" 4.5" 6.5" 14.0" 14.0" 7.0" .5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED- DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INST 70 16.0" 12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5" 14.0" 7.0" .5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0" 14.0' 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" .5" 10.0'•. .#12 SMS W/2.75"EYEWALL 43 16.0" 16.0'"16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 14.0" 16.0" 16.0" 11.5" .5" 16.0" ARMOR INSERT W/2.5' 53" 16.0" 16.0" 12.0" 16.0" 16.0" 16.0" 15.0" 7.5" 11.0" 16.0" 16.0" 9.0" .0" 13.0"EMBED(2000psi MIN CONC) 62. 16.0" 16.0" 9.5". 13.5" 16.0" 16.0" 11.5•' 6.5" 9.5" 16.0" 16:0" 9.0" .0" 13.0"70 16.0" 16.0" 8,0" 11.5" 16.0" 16.0" 9.5" 5.5" 8.5" 14.0" 16.0" 9.0" .0" 13.0"3100 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" .0" 13.0" P.E. 0"4 SCHEDULE: CONCRETE (CONT.) 2-3/16"MIN EDGE DISTANCE 3-1/6-,,MIN EDGE.OISTANCE SDdnS Up Tp 6'-0 Spans Up TO B'-3" Spans UD TO 12'-0" Spans Up TO 6'-0" Spans Up To B•-3" Spans Up To 12'-0" • �_ LOAD CONN TYP CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE Cl C2 CS Cl C2 C3 C4 I CS Cl I C2 I C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS •Cl C2 C3 C4 CS : :. )CON XL WITH16-0" 16.0" 16-0 16.0"16.0" 16.0" 12.0" 16-0"16-0" 16.0"11.0" 7.0" 12.0" 16-0"16.0" 16.0" 16.0-'16.0"16.0" 16.0" 16.0'•12.5" 16.0"16.0" 16.0"11.5 7.5" 12.0•' 16.0" ,JAS T i� , (2899ps1 MIN 53 16.0"16.0"14.0"16.0" 16.0" 16.0" 14.5" 9.0" 14-0"16.0" 16.0" 9.0" 6.0" 10.0"12.5" 16.0"16.0"114.5" 16,0" 16.0" 16.0" 15.0" 9.0" 14.5"16.0" 16-0" 9.5" 6-0" 10.5"13.0" 7O •"(•���.�tV mm. 70 16.0"15.5" 9.5" 15.0" 16.0" 16.0^ 9.5" 6.0" 10.5" 13.5"16.0" 9.0" 6.0" 10.0"12.5 16.0" 16.0" 10.0"15.01' 16.0"16.0" 10.0" 6.5" 10.5"14.0" 16.0".9-5" 6.0" 10.5"13.0--1 100 16.0" 9.0•' 6.0'• 10.0" 12.5"116.0" 9.0" 6.0" 10.0"12.5 16.0" 9.0" .6.0" IO.Q"12.5.16.0 9.5" 6.0" 10-5" 13.0"16.0'• 9.5" .6.0",. 10.5"13.0".16.n".9.5" .5.0". 10.5" 13.0" L TRACON WITH 43 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0"13.5 16.0"16.0"16.0" 12.0" 8.0" 13.5_" 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 15.0"16.0"16.0" 16.0"13.0" 9.0" 15.0" 16.0" X111 wS X (3500ps1 MIN 53 16.0" 16.0"16.0" 16.0" 16.0"16.0" 15.5" 10.0"16.0" 16.0"16.0" 9.5" 6.5" 11.5"13.5 16.0" 16.0"16.0" 16.0"16.0" 16.0" 16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5" 15.0" >U ti W- 62 62 16.0" 16.0"12.5" 16.0" 16.0"16.0" 12.0" 8.0'• 14.0" 16.0"16.0" 9.5" 6.5" 11.5"13.5' 16.0" 16.0" 14.0"16.0" 16.0" 16.0" 13.5" 9.0" 15.0" 16.0' 16.0"10.5" 7.5" 12.5" 15.0" 14.5"116.01, . " . 5 12.5" 15.0" UN .Q 115"13.5" 16,0 1060 .5" 16.0 16.0" 16.0" 11.0" 7.5• 1 16.0"16.0" .70 16.0 10.5" 16.0" 16.0" 16. 0.0 7.0" 12.0" 9.5" 6. " 1 . " 13. 16 9. 6.5"100 16.0" 9.5" 11.5 13.5• 16.0 7.5" 12.5'15.0"160" 10.5" 7.5" 12.5" 15.0" 16.0" 10,5 7.5" 12.5"T15.0- 3WERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE w rcY3l zW 3 LU^3 m fED(3000ps1 CL C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3• C4, C5 'Cl C2• 03 C4 -CS to r 43 16.0" 14.5' 6.5" 8.5" 16.0" 12.5 7.0•' 4.0" 6.0" 12.5" 7.0" 3.S" ••4.Q 5.5" d6.0' 26.0-'13.5" 16.0"16.0' 16.0" 14.0" 8.0'.' 12.0"16-0"14.5"..7.5'S 4.5" 8.6"•11.5' p W.. i -- '- - -' . 10 W.. 53 14.0'• 8.5" 4.5'• 6.5" 14.0" 9.0" 4.5" 3.D" 4.5' 9.0" 6.0" 3.0" 3.0" 4.0" 16.0" 16.0" 9.5" 13.5^ 16.0" 16.0" 9.S' 6.0" 9.5" 16-0" 12.0" 6-0" 4.0" 6.5' 8.5" •y CI 62 11.5" 6,5" 3.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0" 13.0" 7.5" 11.0"16.0"114.5-17.5" 5.0" 8.0" 12-0"12.0" 6.0" 4.0" 6.5" 8.5" 70 9.5" 5.0" 3.0" 5.0" 10.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3-0" 3.0" 4.0" 16.0" 10.5" 6.5" 10.0" 16.0" 12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5 8.5" 100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4,0" 6,0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5". 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12:0" 6.0" 4.0'• 6.5•' 8.5" N. n SCHEDULE: HOLLOW CONCRETE BLOCK m LL 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE-DISTANCE Soars UD To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" Spans UD To 6•-2•' $pans Up To B'-3" Spans Up To 12'-0" - LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE (per Cl C2 C3 C4 C5 C1 I C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS rni¢m ON WITH 43 8.5" 7.0" 3.5^ 8.5" 6.0 3.5" 6.0" 3.5" 11.5 10.0" 5.0 6.5 11.5" 8.5 4.5 3.0 4.5 8.5 4.5 3.0 4.0 �.� O M 53 7.0" 4.0" % 7.0" 4.5" 6.0" 3.5 5.0" 9.5" 6.0' -.62 5.5" 3-0" 6.0" 3.5 8-0" 4.0" 4.5-18.0" 5.0"_� 70 4.5"'� 5.0" 3,0" 6_S 3.5" 3.5" 6.5" 4.0" 3.0" 4,0" U Q v Z il>sYP 100 4 0" 4 0" •4:D,'. -, .\J iACON WITH 43 13.0"110. ' 6.5"• 13-0" 9.0" 9.0" 13.0" 10.5" 4.5" 6.0" 13.0" 9.0" S.0" 3.0" 4.0" 9.0" 5-0" 4-0" IL ?Ka' 53 10.5" 6.5" 10.5" 6.5" 6.5" 10.5 6.5' 3.5" 5.0" E 3 g 62 8.5" 9.0" 2 o -- ® 70 7.0" 100 4.0" V1,3.0"1 4.0"iM 3.0" 4.0" 3.0" 4 MILLFASY 43 12.5' 10.5" 4.0" 5.0" 12.5" 9.0" 5.0" 9.0" 5.0" 4.0'• 13.5-11.5" 5.5" 7.5" 13:5" 10-0K 5.5" 5.0" 10.0" 5.5" 4.5" W iO 1/4"EMBEDS3 10.0" 6.0" 4.0" 10.0" 6.5"� 6.0" 4.0" 11.0 6.5" 4.0" 5.5" 11.0" 7,0"� 4-0" 7.0" 4.5" 62 8.0" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 9-S' S-5" 4.5" 4.5" 70 6,5" 7.0" 4-0" 4-0" 7.5' 4-0" i� 100 4.0" 4.0'• 4.0" 4.5" 5 SOLID-SET 1-1/4"MIN EDGE DISTANCE 2'MIN EDGE DISTANCE B"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS o .!n HINE SCREW 43 15.0" 13.0'• 5.0" 6.0" 15.0" 11.0'• 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0" 16.0" 8.5" 10.0" 16.0" 16.0" 10.5" 5.0" 7.0" 16.0" 11-0" 5.5" 3.0" 4.5" 8.5" 53 12.5" 7.5" 3.5" 4-5" 12.5" 8-0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16.0" 13.0" 6.0" 8.0" 16.0" 14.0" 7.5" 4-O" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5" e 62 10.0" 5.5" 4-0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 'S'.0" 6.5 16.0" 11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4:5" '4.0" 6,5" e� • 6. 70 8.5" 3-5" 9.0" 5.5" 4.0" S.0" 3.5" 14.5" 8.0" 4.0 6.0 15.5" 4.0" 7.0" 9.0" 4.5" 4.0 6.5" k --. ..- 100 5.0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4,0" 6.5" W. 4.5" 4.0" 6.5" :ON XL WITH 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE - -- .. ._._ C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 I C4 CS I Cl I C2 I C3 C4 C5 Cl 1 C2 C3 C4 I C5 Cl I C2 C3 C4 C5 @g 43 16.0" 16.0" 9.0" 12.0" 16.0" 14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0 5.5" 6.5" gyY _. 53 15.5" 9.5 6.0" 9,5" 15.5" 10.0" 5.0" 6.S' 10.0" 6,5 4.5" 4.5" 62 13.0"17.0" 4-5" 8.0"113.0". 8.0" 4.0" 70 los,15.5 7. p 00 - 4.0 .4.5 4.5" 6.5.: -4.5" 1-9/16•MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE s a@@@pEe RACON WITH Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl I C2 C3 C4 I CS I Cl I C2 C3 I C4 I CS Lcl I C2 I C3 C4 CS COP(pGFQFANL(LBFIYURWP.E 43 12.0" 10.0" 12.0'• 8-5" 8.5" 16,0" 16.0" 8.5" 11.0•'116.0111 15.0'• 8.5.. .7.5" 15.0" 6.5" 7.0" 15-2339 . __. 53 9-5" 6.0" 9.5" 6.0" 6.0" 16-0" 10.5" 6.D" 8.5" 16.0" 11.0" 6.0" 10.5" 7.0" - . 62 8.0" 8.0" SCALE: �' muml.. 70 6.5" 7.0" 11.5 6.0 6,0 13.0 7,0 7.0 PAGE DESCRIPTION: 100 ANCHOR NOTES:SEE SHEET O 9 FOR ANCHOR NOTES. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1- _ _ 2"MIN EDGE DISTANCE U Spans Up To 6'-0" _Spans UD To 8'-3" _Spans Up TO 12'-0" LOAD CONN TYPE CONN T/PE' COHN TYPE .. -.`• -. _ ANCHOR (Psf) Cl I C2 I C3 I C4 I C5 Cl C2 C3 C4 I CS Cl C2 C3 I C4 CS #12 SMS W/2'EYEWALL 43 16.0" 16.0" 7.5" 9.0"J16.0" 15.5" 8.5" J=O 6.5" 15.5" 8. . " 7.0"5 . . 3: ARMOR INSERT W/1-1/4' 3 16.0-110.5"15.0" 7.0" 16.D" 11.0" 6.0" 3. 5.0" 11.0" 7.0" 3.5" 3.5" 50" OU EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5' 9.0" .0" 7.0" 7.0" 3 /3.5" 5.0" Om 70mmo 3 5-0"1 . . . 7.0" 3.5" 5.0" 7.0"100 ' ' 3.5 3.5" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) 3/4"MIN EDGE DISTANCE ri Spans Up To 6'-0" Spans Up TO 8'-3" moans Up TO IT-0' GD LOAD CONN TYPE CONN TYPE CONN TYPE _. ANCHOR- (PSS- -CI C2- C3 C4 CS C1 C2 C31 C4 CS Cl C2 I C3 64 CS 1/4'LAG SCREW WITH 1-3/4" 43 16.0" 16.0"111.5"112.5"116.0" 16.0"116.0"17.5" 9.0" 16.0" 16.0"114.5" 4.5" 6.0" 16.0" MIN THREAD PENETRATION 53 16.0" 16.0" 8.5" 1D.0" 16.0" 16.0" 16.0" 5.0" 7.0" 16.0"16.0" 11.5" 4.0" 5.0" 16.0" [�77 [16.0" 16.0"1-7.0-"18.5"_8.5"- 16.0".16:0"14.5^_5.0" .ti.0"_16.0"16.0"111.5'_4:U"__5:0'.16.01E 16.0-6.0" 7.5" 16.0" 16.0" 12.5" 4.0" 5.5" 16.0" 16.0"111.5" 4.0" 5.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" gy 7/16'WOOD BUSHING WITH 16.0" 8.0" 10.0" 16.0" 15.5' 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" m 1.13"MIN EMBEp&1/4-20 10.5" 5.5" 8.0" 16.0"11.0' 6.0" 3.5" 5.5" 11.0 7.0 3.5" 4.0" 5.0" --- --------- -------- - - SS MACHINE:SEREW-- - -4.-S", -- --- ------- - ---- -- - ------ ------ - - - - -8:0"--4:5"--6:5' 14:5"--9:0 -3:V--4:5"--7:0"--7:0"-3:5"- -4 ^� o �I.smo 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0' 3.5" 4.0" 5.0" 3 f'�U1 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" ' #14 SMS OR#14 WOOD 43 16.0" 12.5" 14.5" 16.0"16.0" 16.0" 8.0" 10.0"16.0"16.0' 11.5" 5.0" 7.0" 116.0" . .. .. SCREW WITH 1-3 4 MIN --- D /" 53 16.0"16.0" 9.0" 11.5" 16.0^ 16.0" 15.0" 6.0" 8.0" 16:0" 16.0" 9.5' 4.0" 5.5" 13.0" d 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" 9.5" 4.0" t5. .5" 13.0" 70 16.0"16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5'• 6.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0" 100 16.0" 9.5" 4.0" ANCHOR SCHEDULE: WOOD (G=0.42) ._ .. .. 3/4"MIH EDGE DISTANCE '• ..-• a 6 G Spans Up To 6'-0" _Spans Up To 8'-3" _Spans Up To IT-O" S m LOAD CONN TYPE CONN TYPE CONN TYPE 00 ANCHOR (psf) Cl I C2 1 3 1 C I C5 Cl I C2 I C3 I C4 C5 Cl C2' C3 C4 CS m 1/4"LAG SCREW WITH 1-3/4" 43_ 16.0" 16.0" 9.0" 10.0" 16.0" 16.0" 16.0" S.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5' 15.0" MIN THREAD PENETRATION 53-16.0" 16.0" 6.5" 8.0" 16.0" 16.0" 12.5" 4.5" 5.5" 16.0" 15.0" 7.5' 3.0" 4.0" 11.0". r N • 62 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 9.5" 3.5" 5.0" 15.0" 15.0"17.5" 3.0" 4.0" 11.0" S v, 70 16.0" 13.5" 4.5" 6.0" 16.0" 16.0" 8.0" 3.0"14.0" 11.5" 15.0" 7.5" 3.0" 4.0" 11.0" 0 - 109 15.0" 7.5" 3.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" 14 SMS OR#14 WOOD 16.0" 16.0" 8.5" 30. 6.0" 16.0" 12.5' 5.5" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5" -. CREW WITH 1-3/4"MIN 53 16.0" 16.0" 6.5'• 8.0" 16.0" 16.0" 8.5" 4.0" 10.5" 5.5" 2.5" 4.0" 7.5" THREAD PENETRATION -'-' ------ 3 62 16.0" 11.5" 5.0" 7.D" 16.0" 13.0" 6.5" 3.5" 5.0' 10.5" 10.5" 5.5" 2.5" 4.0" 7.5" LL -' - ... o 70 16.0" 9.5" 4.5" 6.0-7,16.0"111.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED-CONCRETE BLOCK E _ 4"MIN EDGE DISTANCE _ ri Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" w x O= ANCHOR LOS D CONN TYPE CONN TYPE CONN TYPE W (V 0 Cl C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 C4 CS r 5/16"ITW TAPCON XL W/ 43 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"115.0"116.01,16.0" 16.0"115.0" 9.0" 14.0" 16.0" - - t 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" 12.0" 16.0" _ 62 16.0'• 16.0" 14.0" "�16. " 16.0" 15.0" 9.0'• 14.0" 16.0" 16.0" 12.0' 7 5 12.0" 16.0" ...1.6.0__ _-70 16.0" 16.0 11.516.0" " 16.0" 12.5" 8.0" 12.5" 16.0" 16.0" 12.0" 7.5" 12.0" 16.D" 100 16.0" 12.0" 7.5" 12.0" " 16.0" 12.0" 7.5" 12.0"16.0" 16.0" 12.0" 7.5'• 12.0" o u 5/16"ELCO ULTRACON W/ 43 16.0" 16.0" 10.5" 14.0" 16.0" 16.0" 10.5" 6.S' 9.S" 16.0" 11.0" 5.5" 6.5" 9.0" J O 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" f° 62 16.0" 10.0" 6.0" 9.0" 16.0" 11.0" 5.5" 6.5" 9.0" 9.0" '6.5" 70 15.0" 8.0" 5.0" 8.0" 7.0" 9.0" 6.5" CC z _ 100 9.0" 5.5" 6.5•' 9.0" 5.5" 6.5" 9.0" 6.5- 00 2'MIN EDGE DISTANCE -. .. .. C1 C2 C3 T C4 C5 CS C2 C3 V E4 CS I Cl I C2 I E3 T E4 C5 #12 SMS W/2"EYEWALL, 43 16.0" 16.0" 9.5" 11.5" 16.0" 16.0" 14.0" 6.0" 8.0" 16.0"114.5"' 7.5" 3.5" 5.5" 11.5" m ARMOR INSERT W/2"EMBED 53 16.0" 16.0"m " 16.0" 9.5" 4.5" 6.5" 16.0" 11.5" 6.0" 3.0" 4.S" 8.5" G ---- 62- 16.0"13.0" "14.5'• -7.5"- 3.5"- 5.5'=1-2.0" 1i:5"-6.0"--3:0"--4:5"- 8:5" --- ------- -- --- 70 16.0" 10.5" 12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8 " ANCHOR NOTES:SEE-SHEET 0" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.