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307 NE 99 St (13)Issue Date: 11/13/2006 Owner's Name: SHERI ASHCRAFT Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 307 99 Street NE Contractor(s) HOME OWNER Phone Primary Contractor Yes Additional Information Miami Shores, FL 33138 -2436 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/12/2007 Type of Work: windows Additional Info: No of Openings: 17 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits • are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -11 -06 -2715 Phone: Total Square Feet: Total Valuation: Re ' uired Ins ' ections Window Door Attachment Shutter Attachment Final Shutters Final 1132060135480 Lot: PB: 0 $ 3,500.00 Fees Due Amount CCF $2.40 Education Surcharge $0.80 Permit Fee $270.00 Scanning Fee $21.00 Technology Fee $6.75 Total: $300.95 Invoice Number WS -11 -06 -26612 Total: Amt Due $300.95 r �:, 2 8 MID Amt Paid Building Department File Copy Applicant Signature NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. • ALUM. BEAM & • - • • • SHUTTER SCHEDULE QE,iCRiTION S SPAN R SPAN 5.. 5 ._ 0 .. 9 '_ 5 " •'2:ii qv 4 -1 6 .125 " 8' - 0" 8' -1" Z &.. 1.2S' • •••• 10'_0" 7'-6" .. .:1 5'-O" 14,_0,. TV: V72" 8' -0" 11' -6" f 1•114 • • 10' -0" 10' -4" Z" x 9" 5'-0" 15' -5" 8' -0" 12' -5" Tw .1..072" Tf a .224 10' -0" 11' -2" • • •••••• • • ••.••• • •' s ass•• • • 0000 • • sass•• • • •••••• • O N 0 i1 • •• • • ••• ••• • ••• • r• • • • •. •••• • •••• • • •.••• • • • •••••. • • EXISTING STRUCTURE TWO 3/8 "0 POWERS CALK -IN CO 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.C. W/ 1 -3/4" E MBEDMENT 8,2-1/2" DGE DIST. IN EACH ANGLE TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT 8.2-1/2" ANGLE DIST. IN EACH 5/8" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE t-ti4 ! - DETAILS@&® THREE -1/4"0 THRU BOLTS 1" MIN. (MAX. DESIGN LOAD * 72 PSF) ® ToP SUPPORT BEAM DETAIL scALEt r • Tw ACCES HOLE 606i ALUM. ANGLE THREE- 1 /4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD* 72 PSF) () BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.C. USE THRU BOLT OR ACCESS !IDLE AS SHOWN IN DETAIL r1/4" MAX. z 0. to I W 4 F- i to X E NOTE: 1. USE BEAMSCHEULE FOR DETAILS 1 AND (0. . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO I,OF SUPPORT. z • •aJ CC in 01Ar CC W M k/0X 0 • > tin Q=i-Q X I" DOM 1 SC in C. • in IL 1.50" 0 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 O 3.75" 1.ee" 1.12" 1.12" ANGLE DETAIL USING CALK -IN ANCHOR SCALE t 3 "• 1'- 0" DRILL 5/16 "0 HOLE too" 3.00" 0 0 ni SCALE : 3 ". 1'- 0" OR DOOR r 2.50" PLYWOOD AND STUCCO FINISH 5/8" MAX. 3.00" SEE TABLE 2 3.00" 11.00" • 3.00" 3.00" 1.00" 1 "x3 "x1 /8 "OR 2.50" O ANGLE DETAIL USING CRETE -FLEX ANCHOR 8R DSOSOR K 2R --- O WALL MOUNT SECTION - USING x 6' P.T. WOOD PLATE SCALE 3" • 1' -0" PLYWOOD AND STUCCO FINISH 5/8" MAX. -r- SEE TABLE 2 GGLLSgEE .TABLE 2 dR D 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) o&9 ASSE BLY FOR W000 PLATE USE 1/4 "0 D.I►3:-`1 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" 0.C. TWO 1/4 "0 S.S. LAG SCREW 21." O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF --4—o STUDS 2" x 6" P.T. W000 PLATE (MAX. DESIGN LOAD* 72 PSF) ( 1/2" 4 . (MAX. DESIGN LOAD* 72 PSF) 1/4 -20 S.S. MACHINE SCREW & NUT (lb 12" O.C. PROVIDE 1 "0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE ( MOUNT SECTION - USING ALUM. TUBE EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. O /16 "0 PO RIV T @ 6" O.C. (TYP.) 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR DGE DIST, SCHEDULE FOR MAX. SPACING DCNGhhIN5PDE MOUNT SECTION SCALE: 3" • 1' -0" 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as Biding Code li m Betide Acceptance No 0 Enthattion BY Min r. Division • 4 - L i� , -• 0 L . 0 rn W'D n amto* S < ryN N O - N O sh Li " 0 LS I . I us X maHu. CS = 0 • Y wE d.►• 10/17/2002) scat• AS NOT[D [assign by VAC 1 O Q !drawn - by MCR ch•ck•a D vm droving n•. 03 -815 sheet 4 of '7 0 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN ' LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXC PT © E� (FT - IN) TYPE B DETAIL Q OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL © DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL ® 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4- 1 4 -3 150.0 4- 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3-4 3 -4 3 -6 • • 00000 • • 1111•• .• • •...•• 11.1• • • •..•• • • ••••.• • • •..•.• • • ••.•.• 03 of 0 N n 0 0 n 0 S N N O c c •• • • ••• .•• • • •• • • • • •• •.•• • ••• • • •.•.. • • • • •• • • • • • • • • • • •••..• •• •• • • .1111. • ••• • • •••• .•11•• • 000000 . • • • • e • 3 *10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x " x1/8" ALUM. TUBE 6063 -T6 ALLOY O LT A CLOSURE DETAIL SCALE: 3" • 1' -0" " MIN FASTENER (51 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER 24" 0.C. (USE NCHOR SC EDU E) ® AkT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1" x 2" x 1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL P SCALE: • r -o" *10 TEK SCREW OR 3/16 0 1, ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS 2. R 9a EACH DULE FOR ANY ACCEPTABLE ANCHOR) • - -. _ 3. 2 "x2 "x.125" ALUM. ANGLE CONT. *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (I 18" O.C. 1 "x1 "x.055 "i1 "x 2"x.055 "• 2" x 3" x .055 ' • 2" x 4" x .055" OR 2"x5"x.125 " AL. ANGLE *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055"• 2"x3 "x.055 "•2"x 4" x.055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS IL NUTS W/ LOCK WASHERS EXISTING STRUCTURE HALF OF® USE MALE OR FEMALE AS REQUIRED ©ALT CLOSURE DETAIL T A 8 L E 1 NOTES: REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -1-132 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1/4" MAX. 1 -1/4" • ' . ■ a; XISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER ® 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE ® ALTERNATE FLOOR MOUNT DETAIL 67 )ALTERNATE 3" • 1• -0" PRODUCT REVISED as complying with Plaids Balding Code Acceptance No Ezpi :: • Date By Mia Dade Division CO W co Z 0 Uo • 0 • MINUS (a.e• 10/17/2002) [scale A. NOMMO [ design by vuc f dr•wn'Oy MCR ch•ch•d 1y vm dr•rinp no. 03 -815 ( sheet 5of7) MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LS ES THAN OR EQUAL TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER GRE 30 TAT ABOVE THAN GRADE (INCHES) i DESIGN LOAD (W) (PSF) 30.0 5 - 0 2 -7/8 1 -1/2 '7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /8 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 • • 00000 • • 1111•• .• • •...•• 11.1• • • •..•• • • ••••.• • • •..•.• • • ••.•.• 03 of 0 N n 0 0 n 0 S N N O c c •• • • ••• .•• • • •• • • • • •• •.•• • ••• • • •.•.. • • • • •• • • • • • • • • • • •••..• •• •• • • .1111. • ••• • • •••• .•11•• • 000000 . • • • • e • 3 *10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x " x1/8" ALUM. TUBE 6063 -T6 ALLOY O LT A CLOSURE DETAIL SCALE: 3" • 1' -0" " MIN FASTENER (51 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER 24" 0.C. (USE NCHOR SC EDU E) ® AkT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1" x 2" x 1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL P SCALE: • r -o" *10 TEK SCREW OR 3/16 0 1, ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS 2. R 9a EACH DULE FOR ANY ACCEPTABLE ANCHOR) • - -. _ 3. 2 "x2 "x.125" ALUM. ANGLE CONT. *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (I 18" O.C. 1 "x1 "x.055 "i1 "x 2"x.055 "• 2" x 3" x .055 ' • 2" x 4" x .055" OR 2"x5"x.125 " AL. ANGLE *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET 18" 0.C. 1" x 1" x .055" • 1" x 2" x .055"• 2"x3 "x.055 "•2"x 4" x.055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS IL NUTS W/ LOCK WASHERS EXISTING STRUCTURE HALF OF® USE MALE OR FEMALE AS REQUIRED ©ALT CLOSURE DETAIL T A 8 L E 1 NOTES: REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -1-132 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1/4" MAX. 1 -1/4" • ' . ■ a; XISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER ® 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE ® ALTERNATE FLOOR MOUNT DETAIL 67 )ALTERNATE 3" • 1• -0" PRODUCT REVISED as complying with Plaids Balding Code Acceptance No Ezpi :: • Date By Mia Dade Division CO W co Z 0 Uo • 0 • MINUS (a.e• 10/17/2002) [scale A. NOMMO [ design by vuc f dr•wn'Oy MCR ch•ch•d 1y vm dr•rinp no. 03 -815 ( sheet 5of7) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS .3nats •tsna ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 'CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYP 3) C4 3 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 313)0NO) : ,4 1 11111U111111111111111111111111� 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 ` 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 170.0 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 1/4 "• ITW TAPCON W/ EMBEDMENT MS�L p Eti► ( 3,100 CoNaI 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 / 3/ 4/ 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 3 4 4 170.0 8 3 f/ 4 8 3 4 8 3 / i 4 8 3 4 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 • 1//1111 1/4 "O POWERS CALK -1N W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW now 3,000 P.5J cotioem 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 12 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 5 7.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 12 5 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 12 5 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 12 5 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 5 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 8 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 j 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 6 3 412 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 j 4 1/4 POWERS NAIL - IN W/ 1-1/8" IN W/ MIN. EMBEDMENT OMIN. 3.000 P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4" 7 3 3 4 ' 6 4 A 3 a 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 4 105.0 8 4 4 4 6 / /�'�' � � 3 '��/�� / 4 170.0 45.0 6 12 12 ��/ 12 12 11 12 12 12 12 7 12 / � e 12 12 11 6 12 Me 8 7 3 7 '�' 4 12 12 12 12 12 12 12 /� �/�'/� 12 12 8 12 � 12 12 12 7 12 8 8 4 8 5 * 61111= Ik 1/4 - 0 ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT Dm 3,300 M. CONmk1E) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 '4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 i'immo mmm«„ Am_ 9� " , 1/4" ELCO TEXTRON HEX - FLA EE N E TPCCCopON/ W/ - 3/ " E AMBEtM (HON. 3,320 P.S.L CONONTE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 • 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1 /4 "ME 1CO /4RETtNFLEX EMBEDMENT (MIME 3.350 ►it ODNO ETE) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING UNDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "nun •tsna ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 * CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS aooM i�.11111111111111111111111i11U. 1/4-• 1 /4 MI LAG W/ 1 -3/4" MIN. THREAD PENETRATION SMEAR PARALLEL OR PERP TO w000 GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 , 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 7 .2______ 12 5 6 3 / ,/ 105 12 9 8 3 3 12 5 4 3 12 5 4 3 // 12 5 4 3 170.0 12 5 4 3 // 12 5 4 3 ,// 12 5 4 3 ✓ 12 5 4 3 /' I SEE PAGE 7 FOR ANCHOR NOTES I • • • • • •• • •••••• • •••••• ••• • • • •••• •••••• • • •• •• • •••••• • • • • • • • • • •• • PRODUCT REVISED as complying With the Florida Bolding Code Acceptance No 0 - O :' ' . 0 4. Expiration ••- • :IP`JCI 8 M Division z w • • • te••• 10/17/2002, scale AS NOTED) [design by VJK s dravn'Oy NCR checked Oyu VJK, droving no. 03 -815 1 sheet 6of 7 i o e • • • • • • •• • • • • • • ••• • ••• • 08/27/03 09:18 Print Information: \\hurricane \ko \CADD \Associations \Hi—Tech \Combo \03-815 \R1—sub\03-815-06.dwg MContu 08/27/2003 09: 21: 52om ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS • .3mus usna ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) . MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -B" (SEE NOTE 1) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP TO 9 - (SEE NOTE 1) SPANS UP TO 13 -1 (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP TO 9 -0" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPz 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS 8 ;■; 1 111 1111111111111111111101111 ►> 1' 1/4" MIN. EMBEDMENT 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 7 7 4 A 6 5 5 i 4 ' 4 A 4 11 11 11 6 4 0 8 8 4 A 7 5 6 4 A 5 A ' A 3 73.0 7 7 7 I. ' 4 N "' 4 m old 8 8 8 5 3 6 3 3 3' 5" 3' r 5 3 ' 3' 105.0 5 /��,/rA' ' 4 ;•"' 4 "' /' - A/wA' 5 " 3' 5 " 170.0 4 ,earA '/�'e, 4 "" 4 Nam �� /ma' 5 red 3' 5 En 3 5 ' * 1 W/ 7/8' EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE N SCREW 45.0 12 12 12 7 5 11 11 11 5 10 4 7 12 12 12 12 7 12 12 12 8 5 12 12 12 7 8 57.0 12 12 12 6 4 9 9 9 4 8 3 / 5 pppr A 12 12 9 5 11 11 11 6 4 10 8 9 5 7 p 4 r A 73.0 10 10 104 3 7 4 3 346 3 5 12 4 9 5 4 5 3 8 3 3 4 4 7 / 4 105.0 7 3 3 3 �'�„ 5/ /,//,M 5 'x "�� /�' 7 " 4 ' 7 " 4 170.0 5 /'/�A//' 5 NEON 5 " "�"��'��' 7 NO 8 8 4' 5 7 'E 6 9� Ka 4' 3 3 3' 3 45.0 12 12 12 7 4 8 6 8 5 9 7 7 7 4% 5 % � % 12 12 12 9 5 9 9 9 6 8 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3,14 Al /10 10 10 7 4 7 7 7 5' 6 5 6 4 4 Q Q 1/4 "O POWERS N AIL- N 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4 .02 4 "„ 4 4 74 8 8 B 5 3 6 3 3 4' 5" 3 ' 3 A ' 4" 4 105.0 5 /AirAlyer AM 4 "'' 4 "�� /�' 4 " 170.0 4 /'- P,Awen' 4 " " 4 " '�/' '�' 4 N 4 OM 3 F *.8*******. * 1/4"11 ELCO MALE/ FEMALE - MIN. EMBEDMENT SCREW WITH NUT 45.0 12 12 12 9 5 12 12 12 6 11 11 11 5 8 4 3 12 12 12 10 6 12 12 12 7 12 12 12 6 8 4 / 4 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4 6 3 12 12 12 8 5 10 10 10 5 9 7 8 5 6 4,4 " " 3 3 3 3 73.0 11 11 11 5 3 8 4 4 3 4 7 3 3 3 4 6 / � 3 4 12 12 12 6 4 8 4 4 447 3 3 4' 6 105.0 8 4 4 3' /��' 6 ow 3' 6 " 3 m = /A3' rem ' 3 ' 6 170.0 6 .I�A AItM 6 " 3' 6 „�'�� ,� rei 6 I N 3' 6 '� " " " " " " " " " " "" l HEX FLANGG�E TEXTRON O/ HEX HEA TAPCON W/ 1-1/4" EMBED 45.0 12 12 12 10 5 11 11 11 7 10 6 7 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 5 57.0 12 12 12 8 4 9 9 9 5 8 5 5 I 7 / / p 4 4 A ' 73.0 10 10 10 6 3 7 4 3 4 A 6' A 3 / S a / 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 4 7 105 .0 7 3 3 4 ��' 5 Mar 3 ' 5 " 3 ' = /�' 7 'M 4 ' 7 ME 170.0 5 AgarAE///�I 5 KM 3 , 5 //A 3 /JQ/.//A/I 1 MIla 7 NO 4 ' 7 VEER S 45.0 12 12 12 10 5 11 11 11 7 10 6 7 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 6 tfiXXXXI> ' 1/4 - 6 ELCO CETE FLEX W/ EMBEDMENT MIN. EMBEDMENT 57.0 12 12 12 8 4 9 9 9 5 8 5 r 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 9 / " 4 4 4 '. 73.0 10 10 10 6 3 7 4 3 4 A 6 , 4 3 5 / / A 12 12 12 7 4 8 5 4 5 3 7 3 3 4 A 7 7 3 3 4 I / /� ' 5 NO 3 5 " 3 � . ,�' 7'� 4 ' 7 170.0 5 ��R��m 5 o' 3, 5 "3 ��'��"�' 7 „4' 7 "4' • • • • 000000 •• • 000000 00000 • • ••••• • • •••••• • • •••••• •• • 000000 c c 0 W • •• • • ••• ••• • ••• • •• • • • • • •••• • •••• • • 000 • • • 00000 • • • • • • • • • • • • •••••• •• •• • • •••••• •••• • • •••• •••••• • •••••• • •• • • • • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. REFERENCE ANCHOR FOR ANCHOR O BLOCK BASED ON FRAMING. OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS NETPIEC W OOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE 7 SHALL BE LOCATED IN OF L 2" x 6" (MIN) W000 S 3/ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying Me the Raids BEiidiag Code Acceptance No • - O . Z ` . O �� E=pintiou I. • • WA, . 1! By M Division tJ z Z N H u a O V 0 � � N C Q W V � uJr W N Z Ow W D I G.Z 0 U � V b z u 2 r N S W N W ifg vet Y 1 c 0 • • G. 5 . aE scale AS NOTED (detlpn by t v• • 0 [dots 10/17/2002) drawn by mat (check ad b l vxc droving no. 03 -815 � sheet 7 of7) 08/27/03 09:18 Prkit Information: • • •...•• • • •.•..• • • • ••••.. 00000 • • 0000 • • ..•••• • • ..••.• • • • ••.••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately rovo1Qe� modify, jfr ispend the use of such product or material within their jurisdiction. BORA reserves the right to ravojce this 2ceptance, if it is determined by Miami -Dade County Product Control Division that this product or ntate1ial fails to meet the requirements of the applicable building code. • •••..• This.prpduct ieatipltved as described herein, and has been designed to comply with the High Velocity Hurricane 'Lone of the F1bNdaluilding Code. uWRIPTICR: $H -701 Aluminum Single Hung Window Impact Resistant APYROVAL•B.?TMENT: Drawing No. 4040, titled "Aluminum Single Hung Window ", sheets 1 through 4 of 4 pre�p�a� ed, signed dfld sealed by Robert L.Clark, P.E., dated 10 /11 /01, bearing the Miami -Dade County Product C ant ol'Revisibn.StIitlp with the Notice of Acceptance number and expiration date by the Miami -Dade County Pg6114ctrontrorDivAion. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0629.08 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0702.04 Expiration Date: November 01, 2006 Approval Date: July 16, 2002 Page 1 DESIGN PRESSURE RATING (P.S.F.) 5/16 LAMINATED W ANNEALED GLASS 5/16 LAMINATED W/ HEAT STRENGTHENED GLASS WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED -50.0 +50.0 -50.0 +50.0 -80.0 +66.7 -80.0 +80.0 ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR VENDOR # 1 FLANGED FRAME HEAD Alum. 6063 -T5 612225 1 ALUMAX AF -12225 2 FLANGED FRAME SILL Alum. 6063 -T5 612226 1 ALUMAX AF -12226 3 FLANGED FRAME JAMB (Alum. 6063 -T5) 612227 2 ALUMAX AF -12227 4 FIXED MEETING RAIL Alum. 6063 -T5 612228 1 ALUMAX AF -12228 5 SASH TOP RAIL Alum. 60.3 -T5 612229 1 ALUMAX AF -12229 6 SASH BOTTOM RAIL Alum. 6063 -T5 612230 1 ALUMAX AF -12230 7 SASH SIDE RAIL Alum. 6063 -T5 612231 2 ALUMAX AF-12231 8 GLAZING BEAD Alum. 6063 -T5' 6534571 8 ALUMAX AF- 534571 9 WEATHERSTRIP - VINYL BULB 6TP247K Q 1 •er Glazin. Bead TEAM PLASTICS TP -247 10 Sl ICON 62899C DOW CORNING 89 11 ©16 ©17SAFLEX BY SOLUTI A INTERLAY£R 2 H.P.G. 12 ©16 &M;pDUPONT PVB INTERLAYE 2 H.P.G. 13 r6 x .750 PHIL. PN. HD. 7658PFAA Q to attach Balances to Jambs 1 AQUA FASTENERS 14 SWEEP LATCH 1 11.5 from end of vent top roil 2 if width is >= 42" MINIATURE DIE CASTING PCT.214.XX 15 .8 x .625 PH L FLT. HD. 7858WW 2 Sweep Latch Screws 4 when usi 2 Swee. Latches MERCHANTS FASTENER 16 WINDLOAD ADAPT R Alum. 6063 -T5 612236 7O frame 'ombs 30 from bot. j ALUMAX AF -12236 17 /.'8 x .375 PHIL. P.H. TEK 78X38PPT Ur Windlood Ado. ter Screws MER HANTS FASTENER 18 WEATHERSTRIP - VINYL BULB SASH 6TP249K (jot Vent Bottom Roil TEAM PLASTICS TP -249 19 SASH OP GUIDE Q 1 • er each balance MASTER TOOL 20 SCREEN 1 amsfigigi PCT 21 BA NCE COVER EN 1 • er each balance' WYBORG 5 TAVE 22 BALANCE -Q 1 ® each frame 'amb' CALDWELL 1541:F7.i'! 23 24 WEATH RSTRIP - PILE FINSEAL SASH FACE GUIDE 61062W 71087 Elf O vent 'ombs d: vent to rail] FM/vent 'amb. 2.5 from bot. ii SCHLEGEL CORP. Eardargita PGT SCHERER IND. PROD. rA 25 ►, 6 x .500 PHIL. FLT. HO. 76X 12FPAW (sash face • uide screws 26 SASH STOP Alum. 6063-T5 612244 Q® to • of each frame 'amb)♦ ALUMAX AF -12244 27 /,'8 x 1.000 PHIL. P.H. SMS 78X 1 PPA Pr Frame & Vent Ass . screws MERCHANTS FASTENER 28 SEAM SEALER 6SM55W SCHNEE MOREHEAD SM5504 29 WINDLOAD ADAPTER (PLASTIC) 61207 2 (0 frame iambs. 30" from bot.) PROTOTYPE WC996 -1207 • • • • • .•. • • ► ..• • • ••••• • • . "76 • • MAX. • • • • • ..•.•• .. •. • • .••.•. •••• • • •••• • .••.•• • •• • 5 3/4" 53.125 MAX. i O VENT SIZE; 50 1/2" x 38 1/4" 111 13.000 --I MAX. ON CENTER TYP. HEAD & SILL LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS (1/8" annealed /.090 film /1/8" annealed) B. 5/16" (.350) LAMINATED GLASS (1/8" heat strengthened /.090 film /1/8" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING :: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD de SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -1889 ELEVATION - r 8.000 13 1/8" ON CENTER 6 1 Robert L. nark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved By: F.K. R D. B Drawn By: D.B. Description: 1 ELEVATION & PARTS LIST Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: SH-701 Scale: NTS Sheet: 1 of 4 PRODUCT REVUES me complying wit! the Merida Balding Code Acceptance No i _! 402 04 aspiration Dote Done Prated Central Division PRODUCT RENEWFsD RCCEPT'w CENo. 0 0 6 1/'0 ITXPIRA7'ION DATE NO VE�4i�1% Drawing No. 4040 Rev: • .. • • • • • •... • • • • • • • • .' • • • .... • • • •• • • • • • •. •.•• • • ..•• .737 INACTIVE .. •••• • 76.000 '•' • • • • • .655 EXTERIOR ROUGH OP ING 2.784 2.784 REFERENCE TEST REPORT: FTL -1889 ROUGH OPENING .500 2.3.30 34.500 DAYLIGHT OPENING 34.500 ACTIVE DAYLIGHT OPENING INTERIOR ROUGH OPENING VERTICAL SECTION Robert L. Clark, P.E. PE #39712 Structural 53.125 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. 11. 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SECTIONS Description: Revad Dy: F.K. Re veal .l" Drown Oy: 0.6. rtre: Series /Model: SH -701 OS MOODvcr REVISED MIN wide Ds VMS. Mamma X5 0L Ds* Ptadsc, Central abides Dote: 10/11/0 Dote: 8/18/98 Date: 229/98 Scale: NTS Revis Revisions: TB, TABLE, EXTR. A :CEiT I�(PIitA DAT? r 1 ! tom / cl i. tti MUOL CODE C ALUMINUM SINGLE HUNG WINDOW Sheet: 2 of 4 (Rowing No. 4040 ROUGI I OPENING u t�l "k'71 Rev: 13 ALUM. BEAM & :••• STUTTER SCHEDULE QESCR (pTION SSPANR SPAN 01Ne V.125" tb ..125" 8 8' -1" 10' -0" 7' -6" • • •••• ..•X e„ 5 ._ 0 ,. 14 '_ 0 " TG 6 'd'72" 8' -0" 1V -6" .f ••.2j4 • • 10' -O" 10'_4" Z" x 9" 5' -0" 15' -5" 8' -O" 12' -5" Tw _ .072" Tf a .224 10•_0" 11' -2" • • •.•••• • • •..••• •• •••••• 00000 • • •.••• • • •.•••• • • 000000 s • • •• • • ••• ••• • ••• • • • •• 0060 • •00• • • .•.•• • • TWO 3 /B "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" E MBEDMENT & 2 -1/2" E DGE DIST. IN EACH ANGLE • •••••. • • EXISTING STRUCTURE d14 DSOSOR TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"01 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" ANGL DIST. IN EACH 5/8" MAX. 2 "x3 "x1/4" • 6063 -T6 ALUM. ANGLE r DETAILS@ &@ THREE -1/4"0 THRU BOLTS 1" MIN. (MAX. DESIGN LOAD *72 PSF) ® ToP SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" NOTE: 1. USE BEAN[SCHEULE FOR DETAILS 1LJAND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO k OF SUPPORT. 104 ALUM . ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD a 72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3" . 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT ED 12" O.C. USE THRU BOLT OR ACCESS BOLE AS SHOWN IN DETAIL —1/4" MAX. z a a In W 1- 1- I N X z .a cc rni-tuo W mva = V► l..jj = Xa F W OOi a N N LL 0 V7 1.50" 3/16 "0 POP RIVET OR *12 TEK SCREW @ 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT la 12" 0.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRA BOLT AS SHOWN IN DETAIL ti) SCALE : 3 ". 1' 0" DRILL 5/16 "0 HOLE 1.00" SCALE : 3 ". 1'- 0" OR DOOR 2.50" 0 N PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16 "G HOLE DRILL 5/16 "m HOLE 1.13" 3.00" SEE TABLE 2 11.00" ANGLE DETAIL USING CALK -IN ANCHOR 3.00" 1/2" 2.50" f2 ANGLE DETAIL USING CRETE -FLEX ANCHOR u z a a to OR DSOSOR PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. O WALL MOUNT SECION - USING 2' x 6' P.T. WOOD PLATE SCALE: 3" • 1' -0" SEE .TABLE 2 OR DSOOR 3/16 "G POP RIVET OR *12 TEK SCREW CO) 6" 0.C. (TYP.) )& 5 SSE BLY SEE TABLE 2 FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" 0.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF ,_, STUDS 2" x 6" P.T. W000 PLATE (MAX. DESIGN LOAD = 72 PSF) Cl . 0 1/2" 1 1/4 -20 S.S. MACHINE SCREW & NUT (D 12" 0.C. PROVIDE 1 "0 ACCESS HOLE p BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW (� 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) @ WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" • r -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. /16 "0 PO' RIV Cal 6" O.C. ITYP.) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR DGE DIST SCHEDULE FOR MAX. SPACING DCEIUNGIINS1DE MOUNT SECTION SCALE: 3" • /' -0" 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING T 1/4" MAX. weLcn aJ wind LA 1- a aW XI < Z 1/4" MAX. PRODUCT REVISED as comptyfns wily the Florida Balding Cade Expiration t No 0 : 0 0 U hg 1 !; a a L 0 0 a • • • • 1 [date 10/17/2002] !scale As NOT[D (design by VM 'drawn - by NCR (ch•cksd e y1 l V 1 drswInq n.. 03 -815 sheet 4of7) 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN ' LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXC PT ©V© (FT - IN) TYPED DETAIL ®DETAIL OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DOUBLE ANGLE REQUIRED 3 -3/4" MAX. 8.0. (FT - IN) TYPE D DETAIL 0 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 • 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8-5 67.5 10 -9 8 -3 8 -3 8-5 71,2 10 -3 8-0 8 -0 8 -2 75.0 9 - 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5-7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4- 1 4 -3 150.0 4- 10 3- 10 3- 10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3-4 3 -4 3 -6 • • •••••• • • 00000 • • 00000 0000 • • ••••• • • •••••• • • •••.•• • • o . CO 0 N N 0 0 N M n N N 01 v ui eal j i a 1) 0 a 1 n 0 0 0 0 0 0 •• • • ••• ••. • •••• • •• • • • • • • • ••• •••• • • ••••• • • • • • •• • • • • • • • • • • •.•••• •• .• • • ••.••• •••• • • •••• •••••• • ••••.• • • • • • • • • 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CLOSURE DETAIL SCALE: 3" s T -0" " MIN FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER t 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1 "x "x1/8" ALUM. ANGLE 010 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1 "x1"x.055 "i1 "x2"x.055 "• 2 "x3 "x.055' •2 "x4 "x.055" OR 2"x5 "x.125" AL. ANGLE 010 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET al) 18" O.C. 1" x 1" x .055" • 1" x 2" x .055 "• 2" x 3" x .055" ; 2" x 4" x.055" OR 2" x 5" x .125" AL. ANGLE 010 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (6) 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS 2. R 9a SCHEDU E R ANY (9 Y AC EPTABLE O ANCHOR) EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORR CLOSURE DETAIL SCALE. s 1' -0" 2 " x2 "x.125" ALUM. ANGLE CONT. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS CD HALF OF EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ®ALT CLOSURE DETAIL T A 8 L E 1 NOTES: 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD DR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) 1 -1/4" • z 4 0. N cc 1- D z IA X 4 E (D LTERNATE FLOOR MOUNT DETAIL t Q 0.� m 0 J I- J•&3 4 XO Q L W V) In 1/4" MAX. CXISTING STRUCTURE MIN. 3.000 PSI CONCRETE • CONCRETE FASTENER (fl 8" 0.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE PRODUCT REVISED as Balding C� Thrift Acceptance No Expi . Date By Mia . Dade Division • :1441Er 8 Lj z Z - N W - r V1 r o _0 V°L 0, N N vs cc < r, x ; • r N W.% = � 0 0 � 0o c 0 0 • scats A NOTIO) (design by `` VAC W z tof W ✓ a 0 x v z n 0 1 ICI dm Z O t" mom >no <NN N - N m m NO m < Fa. nx VJ. INEZEVKN R tkww 003 [data 10/17/2002) le.•we'ey .aw [ chocked • VIK d•••■•0 IVO 03 -815 sheet 5 Print Information: MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 DESIGN LOAD LOA (W) (PSF) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 •3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 • • •••••• • • 00000 • • 00000 0000 • • ••••• • • •••••• • • •••.•• • • o . CO 0 N N 0 0 N M n N N 01 v ui eal j i a 1) 0 a 1 n 0 0 0 0 0 0 •• • • ••• ••. • •••• • •• • • • • • • • ••• •••• • • ••••• • • • • • •• • • • • • • • • • • •.•••• •• .• • • ••.••• •••• • • •••• •••••• • ••••.• • • • • • • • • 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CLOSURE DETAIL SCALE: 3" s T -0" " MIN FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER t 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1 "x "x1/8" ALUM. ANGLE 010 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1 "x1"x.055 "i1 "x2"x.055 "• 2 "x3 "x.055' •2 "x4 "x.055" OR 2"x5 "x.125" AL. ANGLE 010 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET al) 18" O.C. 1" x 1" x .055" • 1" x 2" x .055 "• 2" x 3" x .055" ; 2" x 4" x.055" OR 2" x 5" x .125" AL. ANGLE 010 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (6) 24" 0.C. (TYP.) TWO 1/4 "0 FASTENERS 2. R 9a SCHEDU E R ANY (9 Y AC EPTABLE O ANCHOR) EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORR CLOSURE DETAIL SCALE. s 1' -0" 2 " x2 "x.125" ALUM. ANGLE CONT. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS CD HALF OF EXISTING STRUCTURE USE MALE OR FEMALE AS REQUIRED ®ALT CLOSURE DETAIL T A 8 L E 1 NOTES: 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD DR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) 1 -1/4" • z 4 0. N cc 1- D z IA X 4 E (D LTERNATE FLOOR MOUNT DETAIL t Q 0.� m 0 J I- J•&3 4 XO Q L W V) In 1/4" MAX. CXISTING STRUCTURE MIN. 3.000 PSI CONCRETE • CONCRETE FASTENER (fl 8" 0.C. ANY SCHEDULED FASTENER I5 ACCEPTABLE PRODUCT REVISED as Balding C� Thrift Acceptance No Expi . Date By Mia . Dade Division • :1441Er 8 Lj z Z - N W - r V1 r o _0 V°L 0, N N vs cc < r, x ; • r N W.% = � 0 0 � 0o c 0 0 • scats A NOTIO) (design by `` VAC W z tof W ✓ a 0 x v z n 0 1 ICI dm Z O t" mom >no <NN N - N m m NO m < Fa. nx VJ. INEZEVKN R tkww 003 [data 10/17/2002) le.•we'ey .aw [ chocked • VIK d•••■•0 IVO 03 -815 sheet 5 Print Information: ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS l •rnus •isn© ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. Y EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5•-8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) SPANS UP TO 5 -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -l" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYP 3) C4 3 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 i NAIL - IN 8 :11! 11111111111111 !Illllllllllll1111> 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 / 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 1/ ITW TAPCON W/ E WIN 3,1aorCONafFrE) 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 / 3/ 4/ 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 3 8 3 A 4/ 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 6 3 4 V 8 3 / 4/ 8 3 /� 4/ 8 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 a I - IN SCREW 45.0 12 12 12 12 9 12 12 9 12 12 12 8 12 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 * 31 57.0 12 12 12 10 7 12 12 7 12 12 12 6 12 5 4 1T 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 t /4 "0 POWERS CALK W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHNE (MBE 3,000 P&L CONCRETE) 73.0 12 12 12 8 5 12 9 5 12 6 6 5 12 5 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 12 5 4 4 12 5 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 12 5 4 4 12 5 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 7 12 12 12 6 8 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 6 0 57.0 12 12 12 8 5 10 10 • 5 9 7 8 5 6/ 3 /12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 j 4 1/4"0 POWERS 2AMAC MIN. EMBED WON 3,000 P.S.I. ME COW ER) 73.0 11 11 11 6 3 8 4 4 ' 3'�/�'rn' 7 3 3 4 ' 6 A / 3/ 3' 12 12 12 7 4 9 5 i/��/!�� 5 5 3 8 3 3 4/ 7 /' 4 4 105.0 8 4 4 4/ 6 /A' 170.0 6 1:102=1:110A 3 F A WOMBS Mira 3 ' InigerA �/��/�W 4 *IN= * 1/4 "• ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,300 ►3.1. CONOEETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 B 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 ilmh■ %% .. „ .` 3 M11■ ` ` „ ttttt 1/4" ELCO TEXTRON HEX TAPCON/ W/ 1 3/ "T E M BED (MIN. 3,320 F.S.L CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 6 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 6 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 7 /4 "WI1 /4RE.MEN. EMBEDMENT (MIN. 3.230 PAL ODNCI ETE) 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Dmus •tsna ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO B' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS aooM ■ NMI \11111111111111111111M111u 1/4"3 WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP TO W000 GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 Z12 5 4 3 // 12 5 4 3 170.0 12 5 4 3 4 7 12 5 4 3 // 12 5 4 3 j 12 5 4 3 0 0 0 0 N WWI 0 0 0 0 0 c c 0 I SEE PAGE 7 FOR ANCHOR NOTES I PRODUCT REVISED as complying whit the Flora Balding Code Acceptance No O Expiration M • • • • • •• • ••• • 00 •••• • • ••• •••••• • • •• •• •••••• • • • • • • • • • • •• • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) . MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1' (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 2 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 �d1 111111111111111111111111111111■> 1/4"0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT 45.0 12 12 12 7 4 9 9 9 5 3 8 8 B 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57,0 10 10 10 5 3 7 7 7 4 6 5 5 3/ 4 A 4 PAP 1 1 8 1 1 8 1 1 8 6 5 4 3 $ 6 8 3 8 3 4 3' A 7 5„ 5 5 6 " 4 3 3 AS r rid 5 „ 5 A ret A3 " 3 3 3 rd 73.0 7 7 7 4 5 3 3 3 4 4 A A 4 / 105.0 5 '�; �� ' 4 "'r 4 " ' �/��' 4 Asze �/I.ig 4r dlen2 4 MINIMIKOWAEllr 5 MN 3 F A 5 ■ 1/4 "0 POWERS CALK W/ 7 /B" EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE -IN SCREW 45.0 12 12 12 7 5 11 11 11 5 10 4 7 12 12 12 12 7 12 12 12 8 5 12 12 12 7 B 5 57.0 12 12 12 6 4 9 9 9 4 8 3 5 pppr I 12 12 12 9 5 11 it 11 6 4 10 8 9 5 7 4 4 r r. rolo 73.0 10 10 10 4 3 7 4 3 3/ , 6 ' ► , 3/ 5 4 12 12 12 7 4 9 5 4 5 3 8 3 3 4 4 7 i / 4 105.0 7 3 3 3 r �r� 5 s �C/r p � �r 7 PM 4 ' 7" 4 170.0 5 /'/"Ni/' 5 "' 5 " "�'/��//�C. 7 „ 4 r 7 '� ./g 4' 3 3 ' 3 3 ' 3 45.0 12 12 12 7 4 8 B 8 5 9 7 7 7 4 A 5 K 4 I V 12 12 12 9 5 9 9 9 6108 8 8 6 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 4 4 10 10 10 7 4 7 7 7 5' 6 5 6 Y • 4 O 0 1 /4 "e PowERs NAIL ZAMAC 1 -VB" HN. EMBEDMENT 73.0 7 7 7 4 ' '�' 4 "„ 4'O" 8 8 8 5 3 6 3 3 4' 5 �' 3 • r 4 DA Ea Dm' 105.0 5 ��MMIEi/IX 4 "" 4 'r' �F�//M' 4 E 3 ; 4 170.0 4' Araev,/" 4 r "r 4 "A ��i /�' 4 "Ai' 4 t * UPP�� 1/4 " � ELCO MALE/ F1Mi MIN. EMBEDMENT SCREW WTH 45.0 12 12 12 9 5 12 12 12 6 11 11 11 5 8 4 3 12 12 12 10 6 12 12 12 7 12 12 12 6 8 4 5 7.0 12 12 12 7 4 10 10 10 5 9 7 8 4 6 3 / 12 12 12 8 5 10 10 10 5 9 7 8 5 6 pp 3 a 73,0 11 11 11 5 3 8 4 4 3 / 7 3 3 3 6 /� 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 4 0 3 105.0 8 4 4 3 P A 0 I' 6 r' 3' 6 'i 3 r. = /�2 6 'A CA 3' 6 " " 3 ' 3 5 170.0 6 //� '�' 6 "3' 6 "�'�/ /,�, 6 r 3' 6 )ii--------- �" " " " " " "' " " " '' H EX F LA G TAP[ O O N SI/ W / 1 1 /4 "EMBED 4 5.0 12 12 12 10 5 11 11 11 7 10 6 7 :11 12 1 12 12 7 12 12 12 9 5 12 12 12 8 8 7 57.0 12 12 12 8 4 9 9 9 5 8 56 5 p 2 2 12 10 5 11 11 11 7 4 10 6 9 6 // 9 4 4 A r MI 73.0 10 10 10 6 3 7 4 3 4 A 6 A A 3/ 5 a / 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 4 7 105.0 7 3 3 4 5 KO 3 5 „ 3 ' = /Jnz 7 rr 4 7 EN 170.0 5 �� %i/ // a � � � ��' / �X 5 " 3 "A 5 Or r 3 rriVird �/�r 7'r 4' 7 %' 4 ' x • 1/4 E LCO C R E T E FLE E MBEDMENT 4 5.0 12 12 12 10 5 11 11 11 7 10 6 7 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 S 57.0 12 12 12 8 4 9 9 9 5 8 5 5 g I 1 2 12 12 10 5 11 11 11 7 4 10 8 9 6 7 g 4 73.0 10 10 10 6 3 7 4 3 4 A 6 A A 3 5 / Al2 12 12 7 4 8 5 4 5 3 7 3 3 4 4 7 /i 4 105.0 7 3 3 4 r VAND' 5 " 3 5" 3' /l�E 7" 4 ' 7 " 4 re ria 170.0 5 '�%�.i/ /mErx 5 rN 3 r 5 021 3 r�/��'iejar 7 No 4 g 7 rdirg 4 •••• • a • • c•• • w • • ••••• . • • 0 - 1 • • • • • • •••.•• a • • to 0 0 a E U x a 0 0 0 n • 0 0 U 0 Y c u • t • • 000000 • • 0 00000 • r• •..- ••••• • • ••••• 000000 0 00000 • •••••• ro 0 k 0 f c w • . r data 10/17/204 scale as NOTED design by vat 1 [drawn by NCR [ checked b t v.c drawing no. 03 -815 sheet 7 of 7 • • •• • • • • • • • • • • 00000 •• •• • • •••••• •••• • • •••• •••••• • •••••• • •• • • • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE . EXISTING IL VERIFY THAT FAS FASTENERS ARE INT6 ADEQUATE WOO CONDITIONS N M IME C O E NOT PIEC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 9. 7. SHALL BEGOCATED IN FASTEN ER OF NOMINAL FACE " x (MIN) WOOD S TU D . 3 /4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOV SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR 6" O.C. ABLE BY REMOVING MACHINE SPACING SHALL NOT EXCEED SPACING SHALL NOT EXCEED PRODUCT REVISED B as complying MEW wllli the MEW Acceptance N•o n3 O Zq. 04. Ezp(ptloe Date OR/ ii /9_.•ne • .• • • • ••. • •..• • • •••• • .. • • • • • •• ..•. • • •.•• • .737 • • • .705 O ALUM. 6063 —T5 • .• • • • • • • • • • • �—•— 2.784 r .062 ® ALUM. 6063 —T5 .062 .413 j r -- ALUM. 6063 —T5 1 REFERENCE TEST REPORT: FTL -1889 1.057 .678 .050 ALUM. 6063 —T5 ALUM. 6063 —T5 F *--- 2.274 --a{ .062T 1.707 1.187 �— ALUM. 6063—T5 .490 2.710 1.451 .062 --c-1 1.123- - ALUM. 6063 —T5 2.325 1 } 1.523 -� 023 1.969 - .062 1.350 ALUM. 6063 —T5 /77 / Robert L. Clark. P.E. PE #39712 Structural ALUM. 6063 —T5 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F.K . Revsd O . B. Drown By: D.B. Tine: series /Model: SH— 701 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB IRODUI,T ARV► ��wlRwtili Ode Ateriptrate Ns .• 0 • 11170714 Dote: /11/0 da te 8 /18/98 Dote: 2/9/98 5/16" LAMINATED GLAZING DETAILS 1 Description: EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW scale: NTS Revisions: t TB, TABLE, EXTR. Revisions: Sheet: 3 of 4 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS P P:ay;u 'T y :Y WIEN At:ever.€0:a ok_o, , :. " : 11•01 :�fi: ,. u 1 .. T+! Ti.n colt. C °rowing No. 4040 Rev: .. • • • • • .. •••• • • ••• • • • • • • • • • • • • •• •• • • •••• • • •••• • • .• • • • • TYP. HEAQ :• •• t> • TYP. SILL, REFERENCE TEST REPORT: FTL -1889 2 x WOOD BUCK a • • • . • 'e TYP. SILO TYP. HEAQ • 4 • ,•• ■ 4 • . •. . •• 1.500 .250 MAX. /12 PANHEAD .250 MAX. 2 x W000, BUCK 1.250 1/4 " TAPCON Robert L. Clark, P.E. PE #39712 Strurturtl 1.250 .250 MAX. TYP. JAMB • • • 4 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .•• •• 4. • 1 x WOOD BUCK � RevF K. Revsd D. Drown D.B. t 0/11/0 Dte 8o/18/98 Date: 2/9/98 Description: ANCHORAGE Series /Model: SH— 701 Scale: NTS Revisions: MAX. IMODUCT AVOW aseoPtft wl* Os F1.tiis lislagesis Amegitace '; 04 Itspkatkr Revisions: ' TB, TABLE, EXTR. Sheet: 4 er 4 TYP. JAMS' • 2 x W000 BUCK 1. g A•X ". ?T::re.s'. 5',9 :JC1'•;x: ;. ; 4 1)AT! � /Y0t2'+'f$A29! 7'! F 3%.:Fi t • �• :!T�,( .N JONA Title: ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 Rev: BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Address City (y1, y t ctiv. S 1, re. Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated Contractor's Company Name Contractors Address City Qualifier Name Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition ['Alteration Describe Work: YES Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L 'Phone # 3 b S ? 5-1— `l2 State e County Miami -Dade FOLIO /PARCEL# I 1 -32v - 013 -SYg o NO dc, o W bW 1? Submittal Fee $ Permit Fee $ —� Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Zip Permit No.(�Ob l 2:7 1 Master Permit No. Phone # Phone # Phone # Phone # 3(3e s State Certificate or Registration No. Certificate of Competency No. Square / Linear Footage Of Work: Double Fee $ Total Fee Now Due $ Zip '? 3( �//�� Repair/Replace ❑ Demolition 1''tCCr, re)14 b vs jn 04+e r s * * * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State • Val * Application is hereby made to obtain a permit to do the work or installation has commenced prior to the issuance of a permit and tha — ; of all laws regulating construction in this jurisdiction. I understand that a separ t ,, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, 1 ` as OWNER'S AFFIDAVIT . I certify that all the foregoing t P in compliance with all applicable laws regulating construction and zoning. 4 �� "WARNING TO OWNER: YOUR FAILURE TO REC RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YO 'AIN FINANCING, CONSULT WITH YOUR LENDER OR AN R NOTICE OF COMMENCEMENT." • NOC k o 0 0 9 Notice to Applicant: Asa condition to the issuance of a built lrb _ ,,v applicant the a licant must promise in good faith that a copy of the notice of commence,. u rochure will be delivered to the p(1-con whose property is subject to attachment. Also, a certified cop) ..,.,uraed notice of commencement must be posted 4,a the JO , %tc for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowle i d before me this 27 day of t 1 ( )U, 2 4 I ` by -)hh / )hc who is personally known to me or who has produced L. As identification and who did take an oath. NOTAR ' UB IC: Sign: �C Print: My C 'mmission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) A kcx-ei iMla e V £ _______ • �. ► s: Jtii :3 UNK itl:mtte Rnn(Iln? ('u ..1 Signature Contractor he foregoing instrument was acknowledged before me this ayof ,20,by who is personally known to me or who has produced as identification and who did tok..; an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6)41 Plans Examiner ( Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: � P. fk(fr DATE: l ia?/C6 n N� Ter " M a 4 ADDRESS: � ; acres FT 33138 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial Initial V\ 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial SA-- 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes. Was acknowledged before me this 27 Initial aeAArfi OWNER NO 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial Sk" 7. I understand that if any person gets injured on my construction project -they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial SA- 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial LA" day of U\ U ,200(0. By 0), e fl UC who was ersonall known to me or who has p Y Produced there License or as identification. man ,'67. • • ° ■Commissi► #D0231 4 Expires: - ndedThr Bo u 1 A tl nntic I nii NCt4.,It1 SHERI ASHCRAFT REF: 305 - 759 -4228 ITEM -01 NCO 02:18:02 FILE:20061256034 RECORDING FEE COPIES CERTIFICATION POSTAGE FEE Sub. Total AMOUNT DUE: PAID CASH: CASH RETURNED: TOTAL PAID: REC BY:CARMEN DEPUTY CLERK $12.89 $13.00 $.11 $12.89 123.01 -52 PAGE 4 8/02 12.89 MIAMI -DADE COUNTY CLERK OF COURT RECORDS DEPARTMENT - NORTH DADE 15555 BISCAYNE BOULEVARD N. MIAMI, FL 33160 DATE: 11/27/2006 TIME:02:18:02 PM RECEIPT: 1378083 PM BK/PG:25127/2720 10.00 1.00 1.50 0.39 5. Surety: (Payment bond required . owner from Name and address: Amount of bond $ 6. Lender's name and address: Notary Publi Print Notary's ame My commissio expires: MMENCEMENT E JOB SITE AT TIME OF FIRST INSPECTION )LIO NO. I52 6 Q5 5 Li Pi) t improvements will be made to certain real , Florida Statutes, the following information )et/address: 3 NE QCArS 1 der: N GC;t S 4-- _ • -,i4 9Q OF FLORIDA, COUNTY OF DADE Y that this is a fru c of the mginal filed in hi. nlhrP --- �Z=-.� A / conitigog r, &IRA ..411111, de r of , AO 20 WITNESS my hand and Off c,ai Seal. Mabel Vargas ommission _Expires:Jul 13,2007 j 9 o•-. a dwihru Atlfififi Bonding Co., Inc. 1 CFN 2006R1256034 OR B(; 25127 P9 2720; (1P9) RECORDED 11/27 /2006 14:18 :02 HARVEY RUVIN► CLERY, OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE rc f c CL-3 3 13? COu iv ik • ". Err 7. Persons within the state of Florida designate by Owner upon whom notices , oth: r •ocuments ma -•e: a -d as provided by Section 713.13(1)(a)7., Florida Statute Name and address: 8. In addition to himself, Owners designates the followin• •erson(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ to is specified) Signature of Owner Print Owner's Name I � t'`LCGCf"1 L Prepared by Sworn to and subs before me this Z 1 day of f , 200(Q., Address: 3 6-2 �� JL am AA s k cL 33 13 BUILDING v 02 206 PERMIT APPLICATION — FBC 2004 B Y: Tenant/Lessee Name Contractor's Company Name Qj/\) N X12. Contractor's Address Architect/Engineer's Name (if applicable) Value of Work For this Permit Submittal Fee $ Notary $ Scanning$ 21'^ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Type of Work: ['Addition/ 11 , ,/� ['Alteration Describe Wor5a)/4 rly� t'efr New Bond $ Code Enforcement $ Structural Review. $ Permit Type (circle): Building Electrical Plumbing Mechanical Roofing (.5 Q 1 fin / e # 30S" 4 15 ( 1' ZZ4 • g Owner's Name (Fee Simple I , Owner's Address 21 ) /v cog gq A S / Cit /Q%Yf / 3" State Zip g ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * ** Permit Fee $ 2Q en Training/Education Fee $ ( Radon $ DPBR $ Job Address (where the work is being done) JV 7 L1/6- 99 6- / City Miami Shores Village County Miami -Dade Zip.3 /'8 g FOLIO / PARCEL # /43 2600o /may s`°y(gd Is Building Historically Designated YES NO 2( Double Fee $ Permit No. `S 06 ritS Master Permit No. Phone # Phone # City State Qualifier Name State Certificate or Registration No. Certificate of Competency No. Zip Phone # Phone # Square / Linear Footage Of Work: Total Fee Now Due $ it 253 2�5/ ii I 14IcG Maya Repair/Replace Demolition ( 2 - 74St Mal) g b e ?'S. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 20 /CC Technology Fee Zoning $ inis CGS See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage lender's Na4ne (if applicable) ' Mortgage 1,8nd's Xgd*ess 4 City State Zip jt .•. _t n Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, p0QLS, FURNXCES�»BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC . . OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 , day of ,20 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: l, Plans Examiner Engineer Zoning , • Inspection Number: INSP -31438 Permit Number: WS -11 -06 -2715 Inspection Date: 12/04/2006 Inspector: Grande, Claudio Project: <NONE> Permit Type: Windows /Shutters ® Inspection Type: WINDOWS DEC, ork Classification: Window /Door Replacement Owner: ASHCRAFT, SHERI Job Address: 307 99 Street NE Miami Shores, FL 33138 -2436 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132060135480 Lot: Thursday, November 30, 2006 Page 2 of 2 Passed Inspector Comments ..$//4,6eTe4, l/ Failed e Xj-ZS D Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -31438 Permit Number: WS -11 -06 -2715 Inspection Date: 12/04/2006 Inspector: Grande, Claudio Project: <NONE> Permit Type: Windows /Shutters ® Inspection Type: WINDOWS DEC, ork Classification: Window /Door Replacement Owner: ASHCRAFT, SHERI Job Address: 307 99 Street NE Miami Shores, FL 33138 -2436 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132060135480 Lot: Thursday, November 30, 2006 Page 2 of 2 rrsurcrs 1 T rmt.itir 1 MIAMI -DADE POLICE DEPT. Page of ` 9111 N.W. 25th Street MIAMI -DADE POLICE CASE NO. PEB INVENTORY NO. - Agency Code Miami, Florida 33172 (305) 471 -2900 FOR PROPERTY AND EVIDENCE BUREAU USE ONLY DATE -TIME IMPOUNDED PROPERTY BUREAU LOCATOR CODE OTHER DEPT. CASE NO. 1 4 - - - OTHER DEPT. PROPERTY LOCATION AND INVENTORY NO. ADDRESS WHERE PROPERTY IMPOUNDED (Give exact location where property was located.) 4 TYPE OF CASE DISCOVERED BY (Name) ADDRESS CITY' STATE . e TEL # ( - ) . y'`; ❑ OWNER Q1i1C;iM " .. r - ADDRESS CITY STATE . . 7 TEL # ( - i ❑ SUBJECT [y)SUSPECT t •- RACE SEX DOB , INCARCERATED OYES ❑ NO WARRANT 0 YES 0 NO ITEM NO. QUANTITY DESCRIPTION (Article - Brand - Model - Serial No. - Size - Color - Caliber - Barrel - Itemize currency by denomination) Currency Only Total Face Value E PROPERTY BUREAU ONLY 1 .z I HEREBY ACKNOWLEDGE THAT THE ABOVE LIST REPRESENTS ALL PROPERTY TAKEN FROM MY POSSESSION AND THAT I HAVE RECEIVED A COPY OF THIS RECEIPT. (PRINT AND SIGN) I HEREBY ACKNOWLEDGE THAT THE ABOVE LIST REPRESENTS ALL PROPERTY IMPOUNDED BY ME IN THE OFFICIAL PERFORMANCE OF DUTY AS A DEPUTY SHERIFF / LAW ENFORCE- MENT OFFICER. LEAD INVESTIGATOR PRINT /SIGN . SECTION/UNIT BADGE') ' IMPOUNDING OFFICER PRINT /SIGN -- DISTRICT BADGE# For Property and Evidence Bureau Use Only RECEIVED PRINT NAME SIGNATURE AND BADGE NO. REASON DATE AND TIME RECEIVED RECEIVED PRINT NAME REASON DATE AND TIME RECEIVED RECEIVED PRINT NAME REASON DATE AND TIME RECEIVED RECEIVED PRINT NAME REASON DATE AND TIME RECEIVED RECEIVED PRINT NAME (Cont'd on back) REASON DATE AND TIME RECEIVED ❑ STOLEN PROPERTY TRIAL EVIDENCE ❑ HOMICIDE PROBATE ❑ FINGERPRINT EVIDENCE ❑ OTHER (SPECIFY) ❑ LOST /FOUND PROPERTY ❑ LAB EVIDENCE ❑ FORFEITURE/SEE BACK ❑ SECURITY STORAGE 32.12.07 -2 REV 01/02 OWNER'S COPY PLEASE :REVIEW THE APPROPRIATE SECTION WITH PROPERTY OWNER IF PROPERTY IS EITHER: !SEIZED OR Sr1 ORED AT THE STATION FOR PRISONER. NOTICE OF SEIZURE NOTICE is hereby given pursuant to Sec. 932.701 et. seq., Florida Statutes, that the property referenced on the front of this receipt was seized for forfeiture by the Miami - Dade Police Department on the date and at the place stated. The property is being held by the below - listed agency. You are hereby notified that a forfeiture action is pending, and all potential claimants who have a legal interest in the subject property may request an adversarial preliminary hearing. The hearing must be requested within 15 days of the date you have received this notice. Pursuant to Sec. 932.703(2)(a), this request must be in writing and sent by certified mail, return receipt requested, within fifteen (15) days of receipt of this notice, or your right to an adversarial preliminary hearing will be waived and the case will proceed to trail. When requesting a hearing, please specify the exact property that you are claiming. Address all requests to: Miami -Dade Police Department Police Legal Bureau - Forfeiture Section 73 West Flagler Street, Suite 2201 Miami, Florida 33130 UNCLAIMED PRISONER PROPERTY understand that it is my responsibility, or the responsibility of my authorized agent, to claim property taken from me as listed on this property receipt. My failure to pick up this property, or have my authorized agent pick up this property from: (MDPD Station /phone where property is stored) within 6 months from the date of impoundment will result in the lawful disposition of such property by the Miami - Dade Police Department (MDPD) in accordance with Miami -Dade County Administrative Order 7 -20, Disposal of Unclaimed Personal Property. Prisoner's Signature, Date Prisoner's Mailing Address I designate as my authorized agent to pick up my property. Version en Espanol: Yo, , entiendo que es mi responsabilidad o la responsabilidad de mi agente autorizado reclamar las pertenencias que me han sido confiscadas, segun se detallan en este recibo de propiedad. De no ser recogidas estas pertenencias por mi o mi agente autorizado en: (MDPD Estascion /telefono donde esta la propiedad) en un termino de 60 dias a partir de esta fecha, el Departamento de Policia de Miami -Dade dispondra legalmente de estas propiedades de acuerdo con la Orden Administrativa 7 -20 del Condado Miami -Dade, Disposicion de Propiedad Personal no Reclamada. Fecha y Firma del Prisonero Direcion del Prisonero Yo designo a como mi agente autorizado para recoger mi pertencias. OFFENSE - INCIDENT REPORT n W e e � n 2. Supplement ent r Q 6 w 0 U w 2 2 1- t) cn 5) w 2 F f 1- U 2 0 Data of Supplement Original Day Date Reported TUE 111/21/2006 Time (mil) 12040 Incident Type 3. Misdemeanor 1. Felony 4. Traffic 2. Traffic Felon i Msd emeanor 5. Ordinance 9. Other OFF /INC #1 OFF/INC # 2 Type Description 6 INVESTIGATION Incident Location (Street, Apt. Number) 307 NE 99 ST City MIAMI SHORES Zip District 33138 Business Name /Area Identifier Forced Entry 0. N/A 2. No. 1. Yes Location Type 01. Residence Single 02. Apartment/Condo 03. Residence -Other 04. Hotel/Motel 05. Convenience Store A OFF /INC. 01 V/W Code V -Victim P- Proprietor W- Witness Z -Other C- Reporting Person Injury Type 00. N/A 01. Gunshot 02. Stabbed 03. Laceration 04. Unconscious 05. Poss. Broken Bones 06. Poss. Internal Injury 07. Loss of Teeth 08. Bums 09. Abrasions/Bruises 99. Other OFF /INC Indicator 1.11 3. Both I 1 2.12 If V/W Code V, W or P OFF /INC Indicator 1.11 3.Both 2.82 1 11 V/W Code V, W or P OFF /INC Indicator 1.81 3.Both 2.12 lothing (Describe) Race Complexion Officet(s) Reporting GARCIA 0 Vic 00 - V/W Code a C I01 Race W Race W Sex Build Officer Reviewing (If Applicable) SGT SOLI Case Status OP T 06. Gas Station 07. Liquor Sales 08. Bar/Nightclub 09. Supermarket 10. DepUDiscount Store 8 Offenders 00 V.Type 3 Maiden Name Occupation Driver's License State/Number SEE ATTACHED NARRATIVE / MIAMI SHORES POLICE DEPARTMENT 3 Prem. Ent. 00 11. Specialty Store 12. Drug Store /Hospital 13. Bank/FinancialInst. 14. Commercial /Office Bldg. 15. Industrial /Mfg. 4 Veh. Stolen 00 Victim Type 0. N/A 1. Juvenile 2. L.E. Officer 3. Adult 4. Business 5. Government 6. Church 7. Other Sex F Date of Birth or Age 01/13/1964 42 Sex M Suspect Code • SSuspect E- Escapee A- Arrestee Z 'Other Code 8 Immigration and Naturalization Number Date of Birth or Age Facia Hale Teeth Person/Unit Notified Time I.D. Number Clearance Type 1. Arrest 3. Unfounded 2. Exceptional 4. Open Pend. incident: Day Date Time (mill Day From WEDI06 /28/2006 1 0700 I To ITUE Date of Birth or Age Juvenile A- Attempted C- Committed I O 16. Storage 17. Gov't/Public Bldg. 18. School /Univerisity 19. Jail/Prison 20. Religious Bldg. Type of Weapon 02. Rifle 00. N/A 03. Shotgun 01. Handgun 04. Firearm Race N -N /A W -White B -Black I- American Indian 0- Oriental/Asian U- Unknown Victim Relationship To Offender 00. N/A 03. Spouse 01. Undetermined 04. Ex- Spouse 02. Stranger 05. Co- Habitant Other Contact Info. (Time Available, Interpreter, ect.) Res. Type 1 Other Contact Info. (Time Available, Interpreter, etc.) Res. Type 2 Name (Last, First, Middle) Nickname/Street Name Height Speech/Voice A -Adult J- Juvenile Time Dispatched (mil) 2040 Special Identifiers Exception Type 2. Arrest on Primary 3. Death Of Offender 1. Extradition Offense Secondary Offense 4. V/W Refused to Declined Without Prosecution Cooperate 5. Prosecution Declined 6. Juvenile Custody Agency Report Number 06008792 Time Arrived (mil) 2040 Statute Violation Number 777 1 -1 7777 1(1 7 ( 1 Res. Status 1 05. Knife /Cutting Instrument 06. Blunt Object Sex N -N /A M-Male F -Female U- Unknown 06. Parent 07. Brother /Sister 08. Child 09. Step -Parent Res. Status 1 21. Airport 22. Bus/Rail Terminal 23. Construction Site 24. Other Structure 25. Parking Lot/Garage Synopsis of Involvement Extent of Injury Synopsis of Involvement Extent of Injury Other I.D. Number Weight Eye Color Related Report Number(s) Routed To Referred Date Cleared 07. Hands/Fist/Feet 08. Poison 09. Explosives Residence Type 0. N/A 3. Florida 1. City 4. Out -of-State 2. County 10. Step -Child 14. Teacher 11. n -Law 15. Child of Boy /Girl 12. Other Family Friend 13. Student 16. Boy /Girl Friend in Name (Last, First, Middle or Business) ASHCRAFT, SHERI Address (Street, Apt. Number) 307 NE 99 ST City MIAMI SHORES State FL Zip 33138 V/W Code 01 3 E LA COSA ALFONS 8 V. Type Name, (Last, First, Middle or Business) 0 , O Injury Type(s) 00 00 Address (Street, Apt. Number) 1816 N. DIXIE HIGHWAY City MIAMI State FL Zip 33138 Injury Type(s) 00 00 26. Highway /Roadway 27. Park/Woodlands/Field 28. Lake/Waterway 29. Motor Vehicle 30. Other Mobile Relationship 00 Relationship 00 10. Fire/Incendiary 11. Threatantimidat(on 12. Simulated Weapon Ethnicity Ethnicity Place of Birth Last Known Address (Street, Apt. Number) City State Zip Employer /School Address OBTS Number (Arrested) Scars/Marks/Tattoos (Location /Describe) Hair Color I.D. Number(a)/Locator Code Unit 0172 Assigned To Date Time 111/21/2006 120 NCIC /UCR 777 0000 Grid Residence Status 0. N/A 1. Full Year 2. Part Year 3. Non - Resident 17. Friend 18. Neighbor 19. Sitter /Day Caro 20. Employee WW Victim prefer charg \ / Yes NO Residence Phone 786 - 2879624 Business Phone Time Completed (mil) 2125 By 99. Other Area 13. Drugs 88. Unknown 99. Other Residence Phone 305 - 7594228 Business Phone '2.• WN Victim char e Vex () No Residence Phone Business Phone Social Security Number FCIC /NCIC Jag Number OBTS Number Juvenile in Report (mil) 40 Code Occupancy 0. N/A 2. Unoccupied 1. Occupied 3. Abandoned ( Extent of Injury 0. one 1. Minot 2. Serious 3. Fatal 21. Employer 22. Landlord/Ten 23. Acquaintanci 99. Other Knowr Style Zone 14 7 s Date Number Arrest Page I I I e . •• • • • • • •••• ...••• • • •••••• • •• •••••• ••••• • • .•••• • • •••••• • • •••••• • • 00000 •••• • •• • • • • • •• •••• • • •••• • • •••••• • • • •••••• • • SHUTTERS 10 113"X94" SHUTTERS 0 113x90 SHUTTERS 04 164X90 • •• • • • • • • • • • • • •• •• • • •••••• ••• • • •••• 0 41C011903 • •• • • • • • SHUTTERS © 87X60" WINDOW ® 37X50.60 OB 37X50.60 © 74X63 ® 19.125 X 39.375 OE 5 SHERI ASHCRAFT 307 NE 99 ST MIAMI SHORES 33138 SHUTTERS 49 X 90" SHUTTERS SHUTTERS 113"X94" ® 66x61^ O 49X95 ® 113X90 © 164X90 ® 113X90 SHUTTERS ® 87 X 60" ® 68 X 47" 07 49X90" ® 88X61" 09 68 X 47' OO 49 X64" 49 X49" SHUTTERS © 49 X 62" ®0 49X64" SHUTTERS 49 X49" SHUTTERS 49 X 62" • • 000000 • • • • • • • • .• • ...••I •••. • • ••••• • • •••••• • • • • • • • • ••.•.• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Combo Window shutters, Inc. 7860 West 25 Avenue Hialeah, Florida 33016 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control liivisioa (In Miarqi County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to had i his prodflGf or material tested for quality assurance purposes. If this product or material fails to perform in the gpcepted manner! the manufacturer will incur the expense of such testing and the AHJ may immediately revojce, modia•or•suspend the use of such product or material within their jurisdiction. BORA reserves the right to woke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or maierial.fails to Wed the requirements of the applicable building code. • . S . •••• Tnis,proauct is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zono of the FloritiyB ilding Code. D IPTION dto mbo" Aluminum Accordion Shutter APPROYAL nOtUMENT: Drawing No. 03 -815, titled " Combo Accordion Shutter ", sheets 1 through 7 of 7, preilatgd by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00-0628.05 & consists of this page 1, evidence submitted page(s) & approval document mentioned above. The submitted documentation was reviewed by 13elmy A. Makar, P.E. NOA No 03-0829.04 Expiration Date: 0829/2008 o/o 9 /o7 Approval Date: 10/09/2003 Page 1 • • •..••. • • •••••' •• • .•..S. 00000 • • ••••. • • 000000 •....• • •' •..•.. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Combo Window shutters, Inc. 7860 West 25 Avenue Hialeah, Florida 33016 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control l� �i�ipn (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hay ; product or material tested for quality assurance purposes. If this product or material fails to perform in the xapted Taipei: the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify ,erstlspend the use of such product or material within their jurisdiction. BORA reserves the right to woke this §C tpt&nce, if it is determined by Miami -Dade County Product Control Division that this product or matenal:fails tniedethe requirements of the applicable building code. •••• .•••. TT is.product is 4,13t6ved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Fldtldl'Building Code. I»SO41'1I44 • ;Combo" Aluminum Accordion Shutter APPROYAL fltSCUMENT: Drawing No. 03 -815, titled " Combo Accordion Shutter ", sheets 1 through 7 of 7, pregreaby Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00- 0628.05 & consists of this page 1, evidence submitted page(s) & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. A � -lam.. NOA No 03 -0829.04 Expiration Date: 08/29/2008 10/09 /o3 Approval Date: 10/09/2003 Page 1 • • •••••• • • ..1..• • •• •••.•• • • 1.••• 000000 • • 1 00.0. • • • .••••0 Combo Window shutters, Inc. 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0628.05 DRAWINGS 1. Drawing No. 00 -857 prepared by Knezevich & Associates, Inc., titled "D.A.S. Impact Accordion Shutter", dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. • •• • at M A T • MATERIAL CERTIFICATIONS 1. : See Association's generic approval under 99 -0036. 000000 • • • • • • •• • • •• ••• • • •••• • . .••••• • • .2. 1111.. • • 3. •• •• S'A]SMENTS 1. Redegse letter issued by the Hi -Tech Shutter Group, Inc., dated June 14, 2000, CQMfying this product to meet the criteria of product tested and approved, and 'allowin Diversified Aluminum Service, Inc. to use the test results approved under ,bade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 'AL`knowledgment letter by Diversified Aluminum Service, Inc. dated June 19, 2000, signed by Mr. Nick Tarantino. Letter by Knezevich & Associates, Inc., dated June 14, 2000, certifying that the drawing (No. 00 -857) prepared for Diversified Aluminum Service, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech 's generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Nick Tarantino on August 15, 2000, and returned signed by Mr. Nick Tarantino on August 16, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 03 -815, titled " Combo Accordion Shutter ' , sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. See Association's generic approval under 02-0799. ' n+ E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 03-0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003