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6738 Back Forty Lp
00 KITCHEN MIRROR I 0 00 C) VARIES, CABINETS 2" LESS THAN BELOW - MI VARIES ILu Ll MEDICINE CABINET EO a O, OZ ILL i+� iv ih O. BATH at(���iro0 KITCHEN BATHROOM INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOILET PAPER I HOLDER o 0 SHWR. SHWR. CURTAIN HEAD ROD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES O SOAP o DISH `n o a io O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS in SINGLE ROD CLOSETS/LAUNDRY 42" H UPPER CABINETS- 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT ¢ BRACKET 36" H BASE O 0 0 FINISHED CABINETS COUNTER TOP 30" H BASE o O a0 w CABINETS co LL N 4 O 2x ? h a0 io FRAMING b 4 0 1/2" GYP v BOARD FIN FL", FIN. FLR. x UL SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS 1'-4"X1'-4" "L" SHAPE CMU COLUMN v IF O TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FD 1'-4"X1'4" "L" J SHAPE CMU COLUMN rL,11961u 13'-0" 12'-0" V-4" 11'-8" T-9" AC PAD HB O 35-SH ■- - - - - ■ ■ ■ - - - ■ I - - - - - - - - - - - - - - I I LANAI ■ NOOK i 8'-0" FLAT CLG. AFF FLAT CLG!''`' I TILE o 1 12'-4" 1 I E O ■ 6068 S D ■ SIN M V t �I t ■ . t. ■ II II � II I "I I I' 0- o 0 1 O bN I 3 RI z 'FT1O FAMILY ■ 8'-8" FLAT CLG. I �I I ■ CARPET I pi - 4 - 4 2'-2" 2'A11" ITCHE 8'-8" FLAT CLG. 2468 TILE 1-0 CV _ U) JL FLOOR G.T. � ----- -- --- - -- - - REF. ~ .7 FT, - ----- - 16 N �Im--- I -' 114 5'-74" 13 DINING (3)2x4#2SPF 12 ■ STUDS w/ (3) 16d GG ■ 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET S3 00 TYP 10 42" H 1/2 WALL 3, 3. 4'_24' g OR RAILING PER SPECS 8 -- -- FLOOR G.T. - - - - - - -- 7 ■ (3) 2x4 #2 SPF 6 ■ STUDS w/ (3) 16d NAILS @ BASE _ 11 UP CV00 C7 0 U-1 2 3 4 5 o PW D R 4068 ARCH � GG I (3) 2x4 #2 SPF 8'-8" FLAT CLG. 6� rL� �'8 S3 W s8 STUDS w/HTT16 TILE ■ AT BASE FOYER TP 0 PE K 00 LAUN 8'-8" FLAT CLG. Q 8'-8" FLAT CLG. D. TILE S4 TI LE o I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 SW13 H1 6 4' 6-74" 4,-0 7 -24" 0" 17-10" EDGE OF SLAB 2" BUILDER TO -� -`14 L73■ BEYOND WALL D1 PROVIDE APPLIANCE WHEN 00PROTECTION NOTE: FINISHED WALLS REQUIRED PER FBC M I TO BE FLUSH. FIELD I VERIFY. G.T. 8'-8" CLG. A.F.F. I- - - - - - - - - - - - - - - - U I 8'-0" CLG. A.F.F. _- J Zw ENTRYI 8'-0" FLAT CLG. AF E54 x 22,-, Q a ------ GARAGE ;ATTIC o L) 8'-0" CLG. A.F.F. ____�; LA9CE!L _ _ _ _ J �w LU TYP. @ SINGLE > w .1 '4" 4'-4" STORY (SEE AA/S3 FOR A STEM OPT.) S3 r- - - - - - - - - - - - - - - I I I - - - - - - - - - - - - - - - - -- I I I I I I I I K K I I I I I TYP. @ S4 I I O GARAGE ------------ I I 16070 OVERHEAD DOOR V-8" 16-0" V-8" 19'-4" 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE PLUMBING LINE TO SECOND FLOOR �-WIRE SHELF @ +54" A.F.F. 12� X W LU LU L1J Z J Om : 0LIJ 0 >O3; HB M HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X25 S.H. 13 20X38g 181X373 S.H. 14 20X50g 182'X50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182'X711 S.H. 1 H2 27 1/4 X 26 26 X 25 1 S.H. 11-13 27 1/4 X 38 g 26 x 37 a S.H. 11-14 27 q X 50 26 x 50 S.H. 1115 2714 X 63 26 X 62 112 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 4 X 38 8 36 1 X 37 3/4 S.H. 24 37 J X 50 a 361 X 50 S.H. 25 37 a X 63 3612 X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 5212 X 25 2 S.H. 33 54 X 38 52 2' X 37 a S.H. 34 54 X 50 s 52 1 X 50 S.H. 35 54 X 63 521 X 62 1 S.H. 36 54 X 72 52 � X 7121 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot -Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-A SCALE: Y4"=V-0" e+"! c Q O lIJ ci a _o V N � "- LI- y �a - Ct = Cz N C.-4cc a 3 m a d a-= a CU o Q -- 3 3 ro � �`u � u y Q� c E M N O N Cn N 0 L� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N) W a v E O 'c=, 0 rn N cn�b� N a M a LL = J I w J LL ILL rl w a Z @CI n WM2 �oYN p _ �m W- Z LLNZ LO Z Cl) O U 81)owJ W ❑ ❑ N O '(0 � r` o ? rI U) � �N (1)z a (� w 0wg VI �N J ) W J _ L E 1 N o S I� op M J o 3 f IC E 0 oQ r 0 OO 0 a o LL =3 o e x a ¢ >C`) O 6 rn M 0 N (0 Lf') N o L Q 0 J N CL U U)CT N ca LO 4-+ �--+ O LL O Y U O 0O CV) 0) 00 CN Ln N M N r M � r CO N 0 Z E E w? c FL 0 � as o c JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH -1x8 CAP & CASING OR 36" RAILING 36" H. CONT. B GRASPABLE RAILING 3/4" PLYWOOD DECKING 16 /i 15 1 14 _ PRE-ENG FLOOR 12 TRUSS 11 1x TREAD (TYP.) 10 9 3/4" PLYWOOD * / � 2x4 THRUST 8 DECKING 1x RISERS (TYP.) r 1 7 2x6 LANDING 00 BLOCK ' F / 6 (3) 2x12 42" KNEE WALL WITH / / 5 2x4 FRAMING STRINGERS 1 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING c� 2x6 LANDING 2x4 THRUST 1 2 / j BLOCK 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: n 1 inches. h r h shall be measured horizontal) between the vertical lanes of The tread depth shall be not less than 0 nc es. The tread depth u y p the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ;i CONT. HANDRAIL RETURN TO *VVL Ut I HIL SC�ALE: NTS v 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� 3 D2 SIM. w/ (1) MSTAM36 @ BASE U) U) N w D2 Q-A TYP. @ 2 STORY.SEE JJ/S6 FOR STEM WALL OPT. SIM.w/(1) MSTAM36 @ BASE SIM. w/ (1) MSTAM36 @ BASE O H1 6 1/2 33 SH D2 TEMP oS((rR . i� 6-6" I 0 BATH I 8' 0" FLAT CLG TILE_ 48x42AW RECESS y SHOWOER TB i 4-SH 1668 B.F. r 7-0 2 --o-z- TILE TO I I 36" x 2; 7' A. .F. I I I ATTI 31 =I L=---- ACCEE U)l W 00 i;t al 8'-0" F T CLG N C RPET 1"1 TP ( 2468 BEDROOM 2 8'-0" FLAT CLG CARPET 5068 F. F B. B.F. R/SH milli pia- as LE TO A.F.F. 1 2668 " A tD c Lo to CV 0 00 ih O H1 (2) 25-SH D2 EGRESS OWNER'S SUITE 8'-0" FLAT CLG CARPET 4068 B.F. - - - - - - - - - - R1S 42" H 1/2 WALL OR RAILING PER SPECS 13 j 12 TECH 11 CENTER 10 6-8" T-3" 9 3'-11„ 18 _ 7 6 BEDROOM 3 4-SH MC N N 8'-0" FLAT CLG --- CARPET I G.T_------ 11'-6"- - - - - 12'-4" 11'-2" 11 G.T_- - - - - - - 00 o u 00 m d' ;: T BEDROOM 4 8'-0" FLAT CLG I CARPET G.T. I= o 00 I� I 1/2 33 SH � m 1 a 'v I 6 B H1 I N D2 .3( 25-SH I EGRESS D2 I O H1 I L---------- 19'-4" 9 1 25-SH EGRES 22 D2 O H1 D 1" I 25'-0" I I I I I I I I I I I I I I I I I I I I I I L---------------------------------------J 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE \r SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 1 3/4" X 71 /4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET rA SEE SN SHEET 6W140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 181X25 S.H. 13 20X383 18JX374 S.H. 14 20 X 501 181 X 50 S.H. 15 20X63 18�X621 S.H. 16 20X72 182'X711 S.H. 1H2 27 1/4 X 26 26 X 25 S.H. 1H3 271/4X38J 26x374 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 11-15 27 4 X 63 26 X 62 1/2 S.H. 1H6 274'X72 26X711/2 S.H. 22 37 4 X 26 36 2' X 25 1/2 S.H. 23 37 4 X 38 i 36 ' X 37 3/4 S.H. 24 37 4 X 501 36 � X 50 S.H. 25 37 4 X 63 36 'X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 1 S.H. 33 54 X 38 g 52 X 37 4 S.H. 34 54 X 50 52 1 X 50 S.H. 35 54 X 63 52 z X 62 z S.H. 36 54 X 72 5212 X 71' S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A SCALE: Y4'=1'-0" o `< N o'w V QK O Q `G Ci N i!r --amx ro c 3 � m c Cr_1 3 � c+ a� a�i c o c E !2 o - 0 fM N O N cm N P 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W E H O N U V w, co I(0 N 70� m N M V 2S Q ac LL LL M u- LL » W a � z m C, z �o a Ww ' 0 (6 N o� � o 0 W W (1' z Lo co LLW Q J �n N OU Z W ❑ ❑ v M � z N S L � i 4 n V) z C1 o (D 4-J (0 4C• V 0 w o N C N 3 U r- E - 8 tI U, 8 O0 �Q N � O w M M J y a � Z < U_o off I 2 � a >� ao Q sLL i® Do Z O � c 0 2 �Q o �w C.0 ao p U m m0 o� Z Zm v J " F aw ¢ oa �z W V8J 3 m ao az i3 o <a '0 I� M V ¢ d _ E2 > M 0 o� U � N M LO N o .-. N �, N U) m Ln 0 -0 C M O m04 C) N C:)�:� Q M N r T L (0 N o M N �i z z E r ; rr; c IL U Q p JOB NO: 23-04651 SCALE: AS NOTED SHEET NO. 1.2 l L I_ I I L I I -_ I I 1111111 11 II Itl ll 11 I I I I _I __ I FIBERGLASS SHINGLE INSTALLED AS PER 12 ' MANUFACTURER SPECIFICATIONS 51 12 �5 Low= DETAIL --- 12 74 25 SH 25 SH 5 2ND FIN. FLR. T.O.M. ------ —---------- ---- — -- ------------------- --------- — — _ T.O.M. @ GAF CJ / WEEP / ENTRY HDR. HGT. CE ENREDOUS -0' — — O .r7 L] SCORED FINISH ON CMU a a I STUCCO BANDS SCORED STUCCO u BANDS El E El E]1:71 El L:1E:1 El El El D E] E:1 7 - fDCV 101 no - — — — — — -- -- ----- --N FIN_FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION — ELEV—A FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS 12-- 12 — — — — — — — — — — — — — — — — — — — ----------------------------- FLASHING--, CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH 6" SCORED STUCCO BANDS v SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED 01 UCCc BANDS c c y '-6" 1. DECO SHUTTER SCALE: 3/4" = 1'-0" -- ____ 2ND F -- -- — -- -- -- T.O.M. — — -- — -- — —T.O.M. / ENTF im SCORED STUCCO BANDS --I-- �—------------1----FIN. Fl LEFT ELEVATION — ELEV—A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 erg N C•ti 04 _ � W O � O o N N C LL cl- to .L.s CV .L N O R � Q C'V � 3 G3 E s r= = a � 3 � c o 2 T G � N c E � o a c•� CV N cfl CV v 0 a. A To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. at W a v E 8 V 0 y N — Co a) ro y/ r1 r! J N a N 0 � LL Or': JLLLL I LOUO Lu IS a Z r�� W W > cc (p0 o N 0 W Z IL a) m w J NO N o a k aN OU U O Z W ❑o M 7 N 7 $ � All z � <c $ a a N toCZ M o a--+ U, UJ U O^ o f6 U e E mI L = w " 9 o W LO Cfl cMa o 3 z Z o� Zo E o E CJ z �a H ro o = �o &a Uo o� Z CO ro a o <o r 0 U m� O Zm� J NmaW C? a� O� Zz S O U W o <� m & �I S c J v zla d 3 N O >co O m 0 � N CID LO N o N .-. Q Cr J 6" N ^ L.L o CO = = LO .F.+ Y Q Ch o co m .Q o N Q M N r r M N CO N o Z Z E f i� 0 N @ o .. v ai c a U - Q p � JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 2.1 1 1 1 i tL I - - - I I 1 " -- ---- -- - - - PA I II I lul MI" I" I ' I., 11'I 1 11 - 1 - - I ---J- -- -L- i I - I .I ' - EXTERIOR PLASTER ON FRAME FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT 12 5 F T�= =�5 (2) 25 SH ------------------------------i------------------------I--- 2ND FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU T.O.M. T.O.M. GAR./ EN' HDR. HG- FIN. FLR. CJ / WEEP 35 SH -1----T.O.rA --1------J--1--- HDR ------1--1--- FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = V-0" r' OMMI-1 AQQ OLJIAInI C IAIOTAI 1 Crl AO t7Cr7 :RIOR ;TER ON AE 'URED ENTITIOUS ;H ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1 /4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 4" \, N O N C%4 b, > W o� a a� o N O � 41 W d CL G C w � 3 4- 3 u w c cm N d � C E m a, a � M N 0 N co N v 0 `td .I To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q 0 v E V o m G 0.00 N 4 ii/i M R l C J 13� W JLLu_ o. Z fO c a 0 Zs W 0: 0 IpN� ? W (0 m W LL Z ..2 d � N Z - J rZ Z N OU < L) W ❑❑ Z N th z Q J N to fn � a OLLI to p N U w m o.. J E — g U Q000 0 s�o o w CO 03 Z E U C1- 0 E. wz a o a t�° ra of o 10S o 1 Z co o az w0 a Z d WJ c� <o m� o2 ZZ J m< a 0 o 2Z ¢ 0 W VJ > O p wLL ao d Z Z F� m a� w x 3 o <a �o v zla 3 NO >M Li rn m c9 N tQ L17 � N Q o J N a- (h 6 �/J 0 N m L0 �i �--+ LL O U M co 0) .� p Lb N Q M N r ui L T Cfl N o cc N z Z E T `)cc to d E U J Q Q c J JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANELCENTER #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP 10 #10 to WH 10 #8 to Range 01 #6 to HVAC . t 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---_ INTERSYSTEM BONDING o TERMINATION PER 71 NEC 17, 250.94 150=2/0 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 1771711 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) [C H CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) D� PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT f� ELECTRIC METER PP7_ ELECTRIC PANEL —� DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 1.5" VTR I III I I ICI 3" VTR I � � <� I I 1 ��I I � I I r I SWITCH FOR DISPOSAL q" \/TR PLUMBING RISER KITCHE SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: Y4"=1'-0" WID A/C PAD GFI DISC. I / I 11ENTRY�P DB & GFI TO I GFI BE ALIGNED ------- VERTICALL`� 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IZ ry- W W I— 0 W Z J O m IrUH � O� COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN - ELEV-A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I ( I I I I I I I I I I I L----------� I I I I I 1 I I I I I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L--------------------------------------- j SECOND FLOOR ELECTRICAL PLAN ELEV-A e•�a _ o L a Q f= <O U N � lL L1- N f6 O t/> -� CV ,c N O (ry cu a C; c �> E s c � 3 — 3 c, m — c � E c C3 CV 0 CV cfl CV 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W a E CD con 8 C1 C C eNj N r ,. Q N O 2s2s ty C J u W 5 JLLu_ 5 a- Z LU --6� CL L f0 0 W W ,@N� 0 O m w Z LL co 0 MZ J 0 < 0 OU ZC"I L) W W ❑ ❑ 7 N O L o 0 m CO (D Q � a N V / Z Co Q)LL O +-� C/, 0 w s N — =' U Gi u C F _ E I U 'o C m Y • 0 cD i M J 09 r Z C ou 01- � Z � W Z o Z® o E V � p a F— CL O g0 ¢a Uo Z O Q Z � ao wo o �w in (10 `� xZ mo ZQ) m �' tom' JI 6 ¢ m a w Z W O U 60 �I 1 oLL ¢o g O a w =a rb w = o M 0 F o— 2 Q V .y o >M tv rn 0 � N io LO N oLO Q J N � 0 U) (J9 N CO-t U ) IL O Y C-) o o .Q m o Ln N Q M N .— T c�D N o Z E T c a U Q p JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 3 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev) needed required needed ventilators I Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 "NOTE"" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-A SCALE: %4"=1'-0" 0 N G W V do O f. C {4 I-, N O on TC t/7 C LL. Cl- - f0 C7 L C4 a CV L iA p �p Q W " - r W W dL N C W C, 4 � U 3 Lu ti a a� c.+1) ar c E 1O o M N O N CD N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 a 8 0 6 r N d 0 - r M v # LL a C LL -i w Z co C °i a 0 z W U5 c� Z ('� IL M Z Qrz Z N O U 00 W ❑o V M � N Z 1 O n � Z � V1J, o U p0 0 W S N Ly N U LLl J E _ l U p N Y O C C:) J w Z J Q Z LL- a Q O o ~ W Z D a (O ¢ w K Z co C ru ¢ < x0 O < ¢ a -Z fL wo o 8 -� 5° oW LL <o aw r= c$ oEE z o wy �o ct z < a ? 3 O C 0 i > M N LL Qrn co 0 � N (0 L0 N CL LO _ Q Cr o J N U) 2 N Co � LID O Y O -� co C-) m O Ln N Q M N T ui T � Cfl N o c 3 N N d. Z Z E T c m o o U J Q 0 J JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 4 #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY v �v #5 X 25" X 25" CORNER ' BAR ONE FOR EA. ' ° HORIZ. REBAR, TYP. b. I ., ° U.N.O. ,- ° "Alternate: p p ; • p p � p . � p n °. p 4 p� Th e reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETA1--L WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W LU C/3 Cl- CONTROL JOINT DETAIL O� z 3O C a 1'.n" T-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 W o L I INDICATES FILLED CL p T I w/3000 PSI CONC. GTOUT I I -' 00 T FROM FTR. TO BEAM W/ (1) #5 q I IU ■ I REBAR VERT, ABOV SLAB. I I I F ao 5'-'1 6 -10 4" I TYPICAL @ ALL PLA ES SHOWN. HOOKED F1 G DOWELS w/ 17" EMBEDMENT I I w/ 25" EXT. ABOVE S B. I GRADE 40 STEEL C.J. 00 I r HVAC CHASE o0 ■ I------ — — — --- BASED ON III PROVIDE 1 1/2" (RECESS FOR SGD M LOCATION o I REFER TO MASONS S3 I I Fo SCOPE FOR WIDTH. C? IcoI I ■ ■ I a FolI I I C.J. ■ T II TYP. @ TWO °° 3y" MIN. 3000psi CONC. 3'8Ya' I 4'-1" i STORY 10 SLAB FOR HERNANDO I I COUNTY ONLY. 3Y2' MIN d ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER I — 1 I I — IU U TYP GG I S3 C.J. — ■ I II N � In I I i I I o I I I I I I ■ `° o I 7'-3" O l>7 ■ PLUMBING GG I STACK C.J. _ S3 2'-6" x 2'-6" x 3'-0" _ 13'-1" rn 1'-0" w/ (3) STUB UP #5's E.W. I TO 2ND I FLOOR — FOR A/C o "VK I ---� — 31 /2" C 01 S3 S3 ►W-� I I W z - q ■ ■ ■ ■ 9" 17 9" 1 2 O io w J I �-Qo Vp I PROVIDE 112" X 9 O Z ( W > .5 co¢ ■ 1/2" RECESS FOR CL J a■ op FRONT DOOR p Q in v I a o TOP OF CONC./ PAVER TO i O-. M I BE 4" BELOW FIN. FLR. I _ _ I >W I ■ ■ 2'-6" x 2'-6' x 1 4 4 4 CD CN C.J. 1'-0" w/ (3) oo — — #5's E.W. L d• S310 TYP. @ ■ I I ■ ENTRY W I o I A TYP. @ SINGLE o i J I i STORY (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB FILLED CELL FILLED CELL --- ------ ---------- q M ■NJ■ ■ 16'-0" 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION — ELEV—A SCALE: Y4"=1'-0" on C%i N tV 1 •a dLU Q C W X moo a F, ci _o C LL d N N -C7 N t EC C G � r� cc v 3 3 cc C G C4 O N N o -: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W 'It a 8 N o 0 a N i4J N 0 � 22zSS # li a C J 5 LL w (' JU_LL 5 a LU ° Z cc °' ai y mo 0 N Wf0 5 C/5 cp m w N lh Z Q ZN O U U O W ❑ ❑ U c z N (h z � g z � a Q E3 M N^ z W CD o t'>3 LL" m jr 0 w s N , v ' U) Ul :D U W J zz t In 0 Q N O. o w CC" J < � Z Z Q � L. _ tom. �,� 2 0 » N ca VI WZ z oa 20 00 °z I =' �S �a a� wg wz O O U 3` a� z _ m 2 F Q W Q� o �z Z go c`�n m wLL Q 0 aw z MI5 v zl< o 0 c C: 0 > CM rn m O N co LO � N 0 .-. Cr N U) m �, N LO O Lj- d' 0 � O M m04 Lo N Q M 04 r\ T w CO N o E E N Z Z C E ' — N u co cc 0- cc U J Q Q 0 J JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 5 -- t -- - — L — - -- -- — — I I __ I 1l I I U _. _ I L I I I _in III L N 11 11 1 11 i I-- I -- I ---- ' L _ ! I __ I I _ TYP. @ 1 CORNERS D2 0 50 o0 10 13'-0" 2 D2 FT3GE 12'-0" H O U- @ 24" O.C. MIN.A O S6 CE TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CS FT7G FT6 .TYP. 1 LO LL BRG. WAL CE O O FT8G D r 6 L1 0 t" CD FT11 1 V lL T _ FT13GE CH • S6 U_ TYP. @ 2 STORY. SEE JJ/S6 @ CE STEMWALL 35 A (2) CO A TYP. U.N.O. 22 A (2) FT9 D1 CJ3B CJ1B g 9 D1 1•��� 7 D1 FG3 7 m m m co U U 5'-0., Cl) m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" t34ut ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 1" 0 MPH ✓IND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n I 2r I 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58—t-----�— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � �0 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I �� i� I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ©I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j O l l O j SHINGLE: Y/s' EXP. 1 (z%s) or tV32" EXP. 1 e�116) j I I j I I r I TILE: t%32' EXP. 1 (3�s) 1I I I I NOTE: I I I + 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %8' x 0.113") NAILS J � 13r rI_ m 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y:" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 SEE C/S3 FOR ADD'L INFO. EE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS I SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F W (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (3 16D SINKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 1 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 10 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CAR I�IER—J (A) x CONT LEDtv;ER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A I SCALE: %4'=1'-0" � c � i!—• m > W fCD - j O C r9 L� N m x N C LL n- co o Zn O N C N O N Q d GV Y c W c is ar m a y u a� c o a ce •fO �, c E � o a � M 0 N G!7 N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M Q 4SC-,E V 0 0 � r •/ (� ��� :!i N 0 J 7 Q NM 7� J C LL LL W J l.L � W p_ o Z c C O L .CO N O W 0 Z r°�c_ m w ¢ J � ~ZIL ZN O U U W ❑ ❑ C, z N 0 z N Z ti � J N z M 2 a 0 u- 4-J t't3 �� LL, - 0 Ln w g N �N C_ v w J E I L ® L Q Y soy � o J w CID z z LL C6E ? Z < a p E V o0zzLL LLz, arvo�p n3 E�<zo 00 O E cfl U❑ z O < i Z M <o z co n3 C z OI U m� o Z z _mo� co C) ¢ w r o Z Z gz W w m EE 3 o < << s ;o M w 4 o< ❑- 0 C C:) •o i > M N Orn m m O CV co LO T N o LO .-". Cr Y O LO O _ �. 0 t\ co M N O Lo N Q M N ,-- ci T co N o M Z E T c a U JOB NO : 23-04651 SCALE : AS NOTED SHEET NO. 6.1 _L_ I III I I I I I (2) TYP. C( I 25' -Ol l 5 1.511 191 -411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 1400 MPH WIND SPEED (ALLOWABLE) 1014 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 78.58 ------�- \� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): L I O i I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I Qlr I I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I I l O l l O l SHINGLE: Y/fi' EXP. 1 e2&) orts/32" EXP. 1 (3716) t2„ EXP. 1 (3� TILE:�s) I I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I I I I I-- -I- _ 3r 3r u+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'h" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 2TT60 -91—NKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 1 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4'=1'-0" CV N cV Q c m c1 C= ? u Q3 a, a c os m 3 3 as � CJ u a, N G'8 o n. u Q M N 0 N N v 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NN W ag d E 0 8 N O Cf c0 r- O 7 � � N 10 ei is fA 0 * J M V 22 w N J Q C LL LL w J Lr- � d � Z _ w —'Sm o L f0 � W y o sr-`° o CD T 12 LL Z � NZ Q J N U Z U U) W ❑ ❑ N 0 4) NN¢ r Q Wv) ^, W o o _ " w M i✓ O� IIv/•�1I � �`� N — = t— (n Jim t� ru � V C LF-1 J M8 Q L )Loo y . � Y ` N CM o� � - w M M w h o Z Z Q � ri zo >ry Adircoan a E z0 �0 o cCD o1 pa a� prx wz m cn =' ox 0 m ti ao 'aw � a� op �z �° w C3 m T F H o M v as olQ ;o 0 ° 3 O C O i co LL O �• m � (II V 0 N (0 LO N o .-. Cr 0 N m LO +� 0 OLL O M O MOLo N Q M N r E ECD T N o z � E T c Q. E U J a ai Q p J JOB NO : 23-04651 SCALE : AS NOTED SHEET N0. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Sae vertical load + Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS �. .f • •� • ; • ; FORM do GROUT SOLID O ♦•O O •O O O s. FT] i X r 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T V, "'y p N W AO ® ©0 O O• O '� • 8R 14-16/1T 8RF14-0B/1T 8F16-0B/11T 8F16-1B/10T O #5 BAR CONT. *• O O 8F20-013/1 T ® "V" LINTEL DETAIL . -. .. . -. .. I=17 Imo' + . r4---A-SCALE = N.T.S. NEW E 0 0 F no € E00 0no I € TYPE DESIGNATION #5 REBAR AT TOP F = FILLED WITH MIN. (1) REQ'D GROUT / U = UNFILLED -112" G ° R = RECESSED CLEAR QTY. OF #5 ° ° REBAR @BOTTOM ° OF LINTEL CAVITY F_ Q w °° ° 8 F 16- B/ 1 T a z ° z ED ° GROUT tNOMINAI, QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° BOTTOM OF TOP LINTEL CAVIT NOMINAL- o -BOTTOM HEIGHT REINFORCING 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL (VARIES) MATERIALS cTf' precaWrintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'DLZ� 1-1/2" CLEAR —-STRUCTURAL SHEATHING ATTACHED PER NAILING 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR - SCHEDULE SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP, U.N.O. oL SEE PLAN T/VVALL 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ - 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END- - W/ (1) #5 CONT. -SEE PLAN FOR FILLED CELL SPACING E WALL SPLICE DETAIL 8'-0"LL REVISED: 11/04/19 SCALE: 1" = V-0" (D 4'-6" LL n J � U) W ° `� oW°`�W C.M.U. E O 4'-6" LL 0ccCJOZ Z Qad Zu Owin Q : O 3r. C 80 #5 REBAR AT BOTTOM = d V AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL E MIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" c c e■7 R+rll O tV o }� ar -a > W ci � o fla„ N rn ra o %n d N N o Q N N Y m 3 as N b °C 3 io y y .n � U N N Ci b _E �o a� C"> 0 N co N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �sM C co N N2 N I� Y/ PL J t» 13Z ch � LL N IJ gQ M LL V' L� LL W a n L :e O M N 15 �rnrn Z ILW CmO w ~J N M Z J~ Z OU CO) W ❑ ❑ U V> Z N M AEFMIk In MA (D Q v a U�; t^o1 N z �� o W O w V� U U W •'•-. J- E - m m f U cgus Q o r. 0 soo 0 CiDJw J Z � LL E wo s- >m Z y z* E OI o a (6 ♦- 0 Uo _ � o c0 �Qo� n i Q aZ Z (o a3 I;- w g ._ @ CIO< Qo m� s° Zr ZC) m� JI O2 aw F oQ g Z o co T � wLL aw � W O m G 0 tt o� Z. F r � 3 o < 0 s ;o M V Z ¢ d O - U �O .s = >M Om d' 0 � N co Lr) N o Q 07 J N U) �J J m �, LO " ..0 M 0) CD m N Q M N r � T CO N o M N Z Z E E c a v � ¢ o _J JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. 7 I 3 m w I 0 a n 0 N 0 c co 0 Q N J C 1 N / 20 O cr rn 0 Q a c 3 r�-- Q O E N 0 `v 0. a. c 0 v U a� t� N N .t- a 0 d M N N ci a d z 0 0 r m v a� 0 N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. BOTTOM GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1,2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF100 FAPPED PL I VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL LE C ALLY 0 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 4"2 CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 Wl 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4,4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162'. 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET CONCRETE, 0 C THE 0 F C N SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700(PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. 'SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray he ds shall not installed within 1'-0 of the building side wall. p y a o beg 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete over pou and mortar along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = it DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR MICR O AND BETTER R LAM E MICRO LAM INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cv 0 N tV o a� a > W a s O M C ea Lj m CV LL X VY = d y d N cc Q dQ Vj 3.E C, o Q u 3 3 � a, as V � y � � m c E c1_ U M 0 N cfl N v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to .. Q O U 21 V Q « 6 sm N co 2 M 0 ik LJL C J LL W w U_iii o Z J w - a o w 0 `° " `° 0 W ��ajO� m w Z N ZIL Q �r 0 N r O V O U Z co W ❑ ❑ V M � z N C) z � S Q E3 Ni N zCz O N w s � N U g _ 8 _ 8 S L U o C0 N Q OD Y N m ° o CIO rr w J 0< z Z E _ �o z QR ca- o N U sLL w0 Z® ❑a U Jo O o r mra ! a< a i 1 a 01 z irH cn ro a �I ¢ o z �x 0 mo o� z m J z � Z <o W CA) �) A � o m 2" aLL � & N a aLL M d z a 3 0 c O > co rn m m C� co LO _N N L.i� Q Cr o J ( N ") m p LO 4-1 Y O co M 0) C:)m O Lo N Q 00 CY)) N T CAD N o Z E T- E m c a U _j Q p J )OB NO: 23-04651 SCALE : AS NOTED SHEET NO. SN 3 W I N / a N v .n N J lL') 0 I M 0 O c -L Q M O a 1,2 co E 0 x v c c J i tZ M 0 Cq S 0 a M 0 -a- 0 d cD z M 0 0 m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING III ,III 16GAx1-1\2" LONG (3/4%1" CROWN) 8 STAPLES @ 6" O.C. VERT BETWEEN MAX I I I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN v O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = 1'-0" *'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*` **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 000 5'-0" a - STUB -OUT FOR 1'-0" o ° GAS METER 0 c of � U 9 ~O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nee wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —I FILL CELL STD. 90° HOOK BOND BEAM 11 a STD. 90° CONT. #5 BAR �5 > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO <' �i, � CONT. BASE PLATE BEARING COLUMN <,x SEE PLAN FOR REQ'D �� �-PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION , TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI \- —MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. r i 1/8" min.)Smallgap 2" min. ) max. Web Stiffener Fastener Schedule i 2" max. 4" -1 Joist Bearing Location T- Series Depth I End Intermediate _ ® 9 1/2' 2-8d 2-8d BCI 5000s 11-7/8 _ _2-8d 3-8d Clinch nails - �� � _1 4" 2-8d 5-$d--- `; j ; 9-1/2"-1 2-8d - - 2-8d whepossible, BCI6000s® 11-7/8"' 2-8d - 3-8d BC16500s® 14" 2-8d___- 5-8d _ . 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to - 11 7%8 2-8d 3-8d web -flange connection. _ BCI 600 14" ! 2-8d_ j_ 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 7/8" 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4lPlywood/OSB web stiffener �" min. BCI 90s® 14 5-16d- 5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite q max. _ I 6-16d_- re- Hangers with side ailing. 16" 6-16d -- -- OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6" • Hangers with sides not containingWEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --, DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <�' Load bearing walls Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — zo 6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" FbUI d Hide Q:Lgmet+er 2 3 4 a 6 7 8, 8-8 5 10 i1 1 13 Hde Side 2 3 A6 8 & C! Any 16" joist Span (it) 8 V-0" 1'A" V-7' 1 2" V-3" T-3" T-7" 1'-11" 24" 2-9" 3'-2" 3-7' 12 1'-0" V-1" 1'-2" V-2" V-3" T-9" 2'-4" 2'-11 " 3'-7' 4'-2' 4-9 6'-4" 16 1'-0" 1'-1" 1'-2' 1-2" 1'-7' 2-0" 3-2" 3-10" 4-9" 6-7' 64" 7 2" 20 V-9- I 1'-l" 1' 2 1' 2" 2'-0" 3'-0" 4'-0" 4'-10" 6'-11" 24 V-0" T-1" 1'-2 1'-3" 2' 3'-7' 4'-9" 6-10" 7 2" 8'4" 1 10'-9 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 11'2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ter. Backer block (12" wide min.) =1 11=111-111-11 I = Nail with 10-10d nails. -1 I I=T=1 11=1 I I - Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° • ., ° I �IfIN1 j� FOUNDATION INFO a` • a ° STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. ° Backer block required where top' mount hanger load exceeds 250 lbs. Install tight to top flange. —III —I I I_ _III—1 l—i 1/4"-2" gap -J Backer Block �'7-A "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements -0.I X Joist T l depth 0o �, I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 i META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION III=1 I E, III�I- PLUMBING LINE PVC OR SCH40 SLEEVE 01 ° ° G • a v° I I —III —III III I I I III11111 • — 1,�11 SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH41 SLEEVE r-PLUMBING LINE z_ •a � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r-- PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. °a a °a G �Ifii CM o� i U ry n O N N N L a °' ear ti •� E -. c � 3 �O w as .rn Vf G a E �O o a � Z, M N 0 N CIO N To the best of the Engineer's knowledge information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W ov E a s o V OOD C N Cop �, 0 � to � i_" 1Z D Y' J N 0 # LL Q C J l W J LL , n Lu Z -a Y, a 2 L Y V �_ M N t0 W (n 1m w LLZ c�ZQJ z N OU W ❑❑ 0 N Q 2 14 N C) to z Cz o a--� C "m V 0 w o (n r_ " •—I �Ln (u U _w J t° O U I = L o T Q � o 0 J o, , Z E co Eo zo a� E U w oa I— D co _ �0 �a �0 o< ZCD � ao iiz � ru -a C <o oY m� zLL z m J <� �Z z as W D ap m aLL r3 Jw J o M <a K ;o a r C) 12 > (� O� rn m c9 N i0 L.n N L0 0 Cr N CL N m Lii ~ U_ I� 1 U CD CM 0) m p L+n N Q M N r l- T w CO 04 o ca N i� d- Z c E Eo m a v U � Q p c � JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. S N 1 3 W I CD O i a C> N v t� to N 0 J I N 0 01 0 3 F— M 0 i v o. F2 W 0 `v c 00 0 J r rn 0 0 M O v as 0 Li z C> 0 0 9 v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES IN 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN ___// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 64 16d TnFNAII S T R R -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z -PRE ENGINEERED WOOD APPLICABLE. i TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & -HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH -MOISTURE BARRIER 1. .c p . -SHINGLE ROOF, SHINGLES TO _ ° r _ BE IN ACCORDANCE w/ ASTM =�-� L�� L-I Ilk D7158-CLASS G or H, or ASTM I iRINI I �_ I T I I I _I o • D3161-CLASS F, IN - -_ ACCORDANCE w/ TABLE =1 ' R905.2.6.1, FLORIDA BUILDING �I I -11; Illyllf �IIIII�I I Ill- _III-1'' CODE 7TH EDITION (2020) 8„ _ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESSEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL I GARA( GARAGE SLAB AT STEP SCALE: 3/4"= V-0" -2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING SEE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %"GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CI cv n� n�� (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1T.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. �31/2" MIN. f p p p ' ° — ,- 1/2"(min.)-4" p p . 9' I� �T'331/2"(min.)-4„ ° • 300 1/2"(min. - 4" I � (2) #5 CONT. 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING BEARING WALL�STEP@SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" cow,. Eti� cVR Pcs ��Ec sE SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\,NN ��o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 10"� co BLOCK 6" CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) -8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD ARCHITECTURAL 6 1/4" 31/4" TAPCONS FINISH *SIMPSON SP1 () x 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING 1x2 PT WD FURRING @ 24" O.C.Hr 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4Xw1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE a ;a. c4 A0, _ r - 0 60 - 6 MIL VAPOR_ > -_- _ z *L BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I I :IT=TT1- I fT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1' 4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS-[�O.H.D. RECESS z II ^M SEE A/S3 OR J/S6- -1 I I I Fll _Ir l ,-,-,r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. w/ (10)10d NAILS -\ TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T C FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z Cl)p p. 25" MIN. LAP [30" MIN. LAP] M I _ — O° 6 MIL VAPOR BARRIER - C ; ° - I =__ °° R 1 7/8" z o _ 7TiI II T z #5 REINFORCING BAR —III111111 i f1�l�r�j #5 LAP SPLICE r COMP. SOIL. (COMPACTED TO - ° 95% MODIFIED PROCTOR ASTM D1557) 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4"--\ z O e ° ' _ a00 SCALE: 3/4"=V-0" GRADE wl a I Yi-� (1) IF #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV A 00 'III I _ I � .• .. `; tll SEE A/S3 OR J/S6---- -'Li I I I mo„ I I �P- FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. N ' Cl) SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB 01011 J CONT. BEAD SEALM • ;. •. . Q INTERIOR A. e. ' ° -3 1 y A ' A~ CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 M 6 MIL VAPOR T BARRIER 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK [:�_ 1171 ' I 4„ —fT 1 4— 1— f 8 U.N.O. MIN. � TYPICAL BEARING WALL @ STEP ( CC SCALE:3/4"=V-0" \ S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SPi w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE LU G U — p. U) g — = P U) #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7116' O.S.B. COLUMN LOCATION �I I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE a > a J SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE o N CONNECTION INFO. -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM I ATTACHMENTS TRIM PER PLAN -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH M w a > Z > w W U) SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or AB PER ° 0' 0" FIN FLR / COMMUNITY SPECS ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 •- - RX061 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE, 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N .�: WWF OR FIBERMESH ° p (2) #5 CONT. =1J I =1 ON 3" CHAIRS n, rTr 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEEA/S3/J/S6 -� ""ter' '-'�`"' " FOR REINF. INFO. 8 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. rM SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL- TEEL MAT REINFORCING. M 00 GRADE LU C3 = J • Z W 0 W W 14 0 • s • • _ Z Q M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. �S3 cv Ca cvi colt _ W O L C= GC-- O U _ r9 U M Z N L N 3 _°: CD cu a = m .5: � -- CD ix �. 3 3 � Edda i = p o U C1 04 N CO CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NN W d, E 0 N ) � % H r - # Cn /� N O z it LL N co 5 J w � w a Z13 -� L � N O i W _ f o MN(D 0 o tn�°T m w Z U')NZ d J N = OU 0 W U ❑ ❑ N o z o � N o C3 D O V) S C N U W J L i gO U o c U) • ®0 o cD w M 0 Q � Z Z z IJL r E cl zo Zo Q� E UI co I w� o ¢ � 2 o CI - E f �< . p °z L az a W z_� ti Cn C m c, 3Q o9= �, o m oLL Q w 31 os Jo W o CIO S� <� aw 3:oLL � J o a x pa v zla o 3 D O = >M 0 C� � N (0 LO N o LO J N U) m L +-+ Y O O c�D M O m O � N Q 00, N T— r (.0N o E N i z Z E TCn c a U � Q o JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. S3 (MONO) v+ i w I -a- N i Q N v v- 0 0 N J co rM i Iv v cn� a "M 0 i v a E P2 rA d E 0 x c J i a_ 0 0 U J 2 t� CV N c co °i a 6 a N 0 04 0 d z 0 0 m v to (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2 1/4 " 2x BLOCKING @ EACH END W/ 10d @ W4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARiES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 11 2x BLOCKING @ MID POINT EVERY OTHER A STUD W/ (3)10d NILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN -DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑F11 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 14 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a 8" STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I I NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4r FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER !' GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR ;, TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. g a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Off, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER o EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 < SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 1 12 P.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS / BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK _tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 48„4SPLICE STAGGERED • 4 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS T076PPLATE NOTE: 11-11 PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS SIMPSON C i C P.T. -ATE almravry ar4 8P2 �llvlravly SIMPSON SP1 SIMPSON SP4 10c ST J M TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL arw 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" �OXIED A.T.R. I&NUT OXIED A.T.R. & NUT DXIED A.T.R. !&NUT ROOF TRUSS ABOVE 2X BLOCKING 0 C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B isSIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. eh N O N N a 2 Q W m: u a n p •'vmX N C o N N a W a7 C : W W a� y .= .¢ G — 3 3 tU W d .ram qu c E M N O N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a E o �8 C1 o N 0 T cc N 00 �o # 2SZ Q V C J W W _ w o a Z m c °' O: l9 N G W 0 rn m w Z co rn N Z ¢ J Z O N O U U W cn ❑ ❑ m N o m o s N C3 Q)QD _ 4-1 s. . 0 r $ c F— _ E 8 / T L c; o m JIM` o M cD J c ' Z E co ao F-- :� p <z o a �o U o �U o < cn =1 z aZ05 o s o� a az m o c w z °" _ o M <a wl ; d � °-° ,o c 0 2 > ('� N I..L Om m � N (0 Ln N o LO Q J N (� '0 >' N m +-+ 0 Lid O ca C') C:) Q m CD Lb N M N r m w (O N o E N Z cco E T N co c d U Q cc 0 4) JOB NO : 23-04651 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS - 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, —]� SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 10/S5 OR G 45"± 45° ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 2x4 CRO BRACE APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90°to OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING . 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS V. NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS J7 w/ 10d NAILS @ 6" O.C. ri THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELDLNJ INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE F SHEATHIN DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR �\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) // GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED ( 2)16d NAILS W/ (2} 16d TOENAILS \ 2x4'7 ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH () SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. , I[ MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM M N O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" rT� GABLE WEB SECTION_ (*"2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES �° t 2"x4"CROSS BRACE APPROX. 2x4 RAT RUN BRACING 1 1 2" 1 1211 " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE L16d 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S. S5 S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS �1/2" CDX PLYWOOD OR 7/16" `OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR `CONNECTION OF THE LAST LA INATIO 2x4 7' ON TOP OF PANEL I L I I EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING WV (2)12d TOENAILS BEAR190 LOCATION rDNON-LOADB.U.C., COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = r-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. vvlvl. v�r\1 \nvv GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("l0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C \ni�r�n Tnr rc�c.rc+ 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ ^All 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N,O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-Of'- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. 0 0 9c� CORNER JACK Y QU w z rz O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DIET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE -i FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 1111A11111111i� d g NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION M N iV c -W - Q ? 6" '2 �.a a �'- N -a m ac ccGt m o N O Yfi 4 2 N � 3 2 ar a:5 m c � 3 m � T m c M N 0 N N �l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q �E O U V 0 6 m . N'S -W° n 2 J to Q co � C —� J LLw W U- 5 a - C o Z r m o W o _ 7 N N O �Y o Z - 0 m w Mz a J Z N OU < 0 Cn W ❑ ❑ N M z N N z � o .2 LL 4-1 n a W N � a c6 U Q) W o V) �N Uai M i-: d U o st c rn 0 • 0 N I� 0 M J 0%3 ¢ z z a � m I aN ca- co O wo m wa �a o� az z L �= w Oo 2 C Qo .1Q O Y mo Oz Z z _ m N m Q W 3 �� iiZ z 0 0 o as ;o M a r v ilaTo 3 O � O 2 i co I..L. Od) m c� � N T' N o N .-. m N LO �J O _ 4-J V .� M CM o Lo N Q M N r m M ->' N n CO N o z z 3 T i. "4 c E d U Q p JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. S5 I I I I - I I . v w I r` N / x a N v 0 LO C'4 J I N v cn 0 c Q� c a r+M 0 v E F�— a�'i E O x 0 c N i a 0 v U J tz N N CN CN 19 0 0 a M 0 :.3 d z 0 CD 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATIO BAFFLE • .... NNE N N N �/ T4T�TW 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE WI (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY C ' e d . a. ° ° T_ Cn 1—III—I I =II I _ 'T L11 U1---LI 6x6 wl.axwl.a I I=1Z�f--I I I --I II —I I I I WWF OR FIBERMESH I IITILTiTI I II I I I I I FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER � METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD JI`w LAYER 1/8" THICK. �w v—INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT cc w CL EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE 4 FINISH GRADE oc a ° 00 =IIII—I=1ll���IIF�1 O z "'I --'� "'—� �� —STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR '�T�'-'I (SEE DETAIL) W/3" MIN. CLEARANCE 4 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD F 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" \\ NAILS TO STUD & (8)10d x 1 1/2" TO BAND � JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. y 2"x4" CROSS BRACE @ 48 SIMPSON HETA20 w! (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wl (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN �[ SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" �— B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY—GARAGE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I ♦. d. ° A. _ Zoi &IT71 I I r,: I I I-�-�] ICI I [� �r (3) #5 CONT. ON 3" 8" V-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION AlS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB� EXPOSUREI \ F SHEATHING �• x PROVIDE X BLOCKING AS REQUIRED PER D n SECTION X-X IF L NOT FULL F HEIGHT SHEET /C z If M G FLOOR SYST B (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w = SOLID 2x `o C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X a0 C X E w X E H 2x STUDS LU BEYOND. SEE PLAN o Y) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S_ 3/4" S 1!2" '1 1 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING vFanrn SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANy". U ? NAIL -AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL C. z , = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O W @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL J o w/ 8d COMMON NAIL Lu Lu LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q x1. OOy v~i OF ~ MM u- Q OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O '0~ MEMBER IF GABLE END ` NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 0R oo NiFR� �c SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-O" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `t WWF OR FIBERMESH d ° °. - III — III —I � I I I d a -III IIIIIIIIIIII19 a a' I© • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) 2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 ,— PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO _2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 �— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS ,— AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE :III T -111= I 1 o z :III; (3) # 5 REBAR ON 3" CHAIR --�I 4" I V-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING r� V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 O � c d =a ? W O t G C ry V M m CN a X N = � d y 'Za CV t 0 t" C- as c io 3 3 a, y n c� (r m Cc • _ �. c E m C., a u Q M CV O N Co C C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. V) Q 1,100 (0 0 01 a: Go c N ^ 0) 1, � _- 1.0 0 a M v � LL LL a J u_ U.Lu Z 13 -am a 4 r mg 50 11- W N�O'�' m w Z `o M Z 4 N Z O U U O w ❑ ❑ Z N M 7 gwmft Q8 Z o Q Cl- o 0 w 4-1 n w m Um 0 Ln L o N �N U c W J _ ¢,. U o cl� Q� ° i Q z w ri J Z z a U_ E � o oo Zo <� E o co U wz z© oa FcoD o [ 20 ¢ r�o 00 0, zO C o wo �z �w CID `� 3x mo oz z m v �� m am ''<w zz go 3:oQ C)<� p a mw m p oLL �= 3 w c� aQ �o v zla ° 3 0 c Q > co 0 6 m m c� � N co 1141) N Q Cr N 0 —' N /1ch L.L 0 m LL. I_1 O C) ca CD.Ll m O �.L / N M N r ai T N o M N z E T m C U a _j Q 0 °) JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. S6 (MONO) 1 11_ t 1 _ -- 1 1_ _ - - I — I - - 11 _ 11 I 1411 1 I SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE---" AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ O'e 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = V-0" V VMLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND J" GAP TOP AND BOTTOM, GLUED AND , 7 NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS // SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP tCONC. DE MOISTURE CTION LZATTACHTS 2x4 SYP BLOCKING X 2x4 PT AND NATOD TO FOOR WTIH GLUEFOR STRAP " O.C.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 NAILS) OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / (I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 TOP OF STRINGER SIN STRINGERS G--L� E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ D NAILED TO FLOOR WITH GLUE S) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" " PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL _---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER A GLUED ) NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) LI 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW _ SCALE: 4" = 1'-0" f F 2x4 ST( 2x4 SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" 'WALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO BRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS— D OR 3 RIS R VARIES NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES 2X STRING R 2X BLOC ING SECTION VIEW "H" SCALE: 1 = 1 -0 erg 0 N O d � L4 a o C �II V M CV -'omx N G 4L CL co c, C m CV N `aC � 3 3 � R N G. •� c ✓_ c d U O fM N 0 N CO N 0 -J . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, fq W Q �F 0 O cm C N r O in # Q �mv 5S22 # u_ c J S LL LL Lu Lu o Z MC �s r mo O W tn��rn m Z N N Z ¢ J N K OU a o Z W o0 z N M oCD J n � N M uJ G ? m U O w ru v J � _ e L U a 3? (n v 0 c N 14 o W Cn Cl) J Q 3 z z LL E I = a m a O coco V W�ao z® � rp - oa U o E CAD o d o c ao '.¢ '.2aw m0 °z. z m � J <� o� 1z go W to m m LL Q O d z F az r3 o J << � 5 �o c� v =Ia a o3 0 c O > M N I..L Orn m 0 N co LO LO N _ Q c 0 f N o N m = LO �--+ � O - N 0) m D Lfl N Q C N T m N T rp C`V o Z Z E T yr `m c @ 0 E U v °? Q p c JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. ST 11 ! _ _ . _ _ L I I ! - -- - -- i w 4- 0 i _ 4 N tn N 'n N 0 to 8 1 to i C) 0 V) Q Iri NO i v a v E o `v Ci- J 0 v 0 to 0 0 CID 0 CL r� 0 0 d Z 0 0 v DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER14,,L x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR COI P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 E r 3" � FURRING _ 3 1/4 LONG X 3/16 0 ❑ L FURRING 3/16"0 X LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. &ZXg BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO 2 ROWS 3/16" x 3-1/2° O x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. k SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING tr SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" ,1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) �4 2'-0„ 8„ SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWELROVIDE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t e o 0 REINFORCING AS FOLLOWS: SEALANTI�- AQD— * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT — GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M e ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ r g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • v TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦ DO NOT DO THIS ` #5 REBAR (TYP,) ' tR ♦ ' ♦ STD. 90° HOOK (TYP.) YP.)*41 o ♦ THE ' :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER - DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + Lity + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �I \+ SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SFF GHFFT M ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN, EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 31� - ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA 12" 0 C B @ FIRST COURSE @ • ` w/ (4)1/41 1/2" SDS SCREWS ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT d e. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •d OVERHAN •d,e d d. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 SCALE: N.T.S. INISH FLO ° . .. �.. • ° #5 BAR x CENTERED W/ g ' 6 ° ey 9 H IN TOP b • KNOCKOUT / ° CHAIR BLOCK MONO FOOTING , d ,O SIZE AND REINF. PER PLAN °• . AND SECTION DETAILS CLEAN FILL DIRT D Z °. • STANDARD q 99 HOOK N #5 BAR IN FILLED CELL, • -; • -� • -� , sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. 2 os � ar- o m x cLLa. Ri CN i N C7 N C E `- L � L i N C CM �E �o � U n M CV O N CO N 0 P To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W a E 8 V 0 o N 0 � 6 =1 N r � �3 vi 0 � 0 � C"-4 V ZZ � LL Q N C J LL w w Z _j LL w a- -o a L Q: Y O O N t0 0 W .L ILW to�T°� m w N N Z d Z OU 0 V) W ❑ ❑ c z N M 0 Z � N d V) 0 o � (O w ° U O Ul w o C N W J g z� _ L -t ®® U o Q e 0 w M J 0 i �` z Z E cu E� =o oo >m z a� Q p E VI wi z® Od E& 0o uo Z 1=' �! o C/J o Z O ro g 0 OzO Zm z J I Q W4 8I 02 z Z ao W m wLL � �w w � u0 o a� s�Q ;o ° § 0 O = > M 0 d' rn ca 0 � N co LO N LO Q o 0 N � UCr v, o W >' N m �-+ 0 O LO a--+ ILL .�c Q co N Q) m C) Lb N Q 00, N T- T N o N 4 It z Z T— a � a i� _j ?? Q o r_ _ JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. SS 1 W I N Q 0 v LO N J I — — — — — — — — — — — — — — —� CROSS BRACING DETAIL (TYP)r1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-IVU 1W LP'%VI1 I I\VVV VVL-" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. _----/—WOOD TRUSS —/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" 1'-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING �P' BETWEEN TRUSSES TRUSS SECT. A -A \A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O 4 W J W w W co SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4 PORCH SLAB SEE FOUNDATION PLAN SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" A E (V z '2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO BE CHAIR BLOCKS. F71 �ENTIRE BASE TO I I I BE FILLED SOLID SEE ELEV. FOR BLK HGT. II #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE 8 EXTEND FTIZ, PORCH SLAB SEE SLAB 1 1/2" Ak SLAB FOUNDATION PLAN LEVEL (2) #5's CONT. T&B w/ �, z CONTRACTOR TO INSTALL SEE CUT • MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" T MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CONT I I REQ'D @ MID I I � — — r I � I ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY SIMPSON LSTA18I. SEE PLAN A -A ALTERNATE BLOCKING w/(12)10dNAILS SIMPSONHUC410w/(14) CENTERED AT 16d INTO HEADER & (6) I FOR CANT. DETAIL @ INTERIOR BEARING SPLIT TO TIE 10d INTO BEAM -SEE 3 BEAMS TOGETHER ( ROOF PLAN FOR MORE INFO SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN \� SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP n • W 4 z U)) PORCH SLAB SEE a N FOUNDATION PLAN (2) #5's CONT. T&B Uw `n X z W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB SEE PLAN .01 LARGE STEP DOWN �17 SCALE: N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C V EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. SP1 w/ 10 10d NAILS ti BM. SPLICE OVER ( ) CONNECTION INFO. AT BASE SEE J/S6 FOR A A CENTER OF POST MORE INFO. SEE PLAN FOR TOP OF�EAM 2x4 BASE PLATE W/ o 0 0 SIMPSON LSTA30 w/ (22) 10d NAILS OR o 0 SIMPSON MTS12 w/ (14) 10d x 1 1/2 NAILS SIMPSON (2) HTS20 w/ (14) TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR BELOW @ 16" O.C. CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER MIDDLE SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR PLAN FOR MORE INFO 5" CONNECTION r22� COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B \TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. r. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. \ z TRUSS/ alrop WALL EE PLAN Y2" CDX PLYWOOD OR %6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM11 HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ----� 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 -- @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2, J-BOLT OR %2' TITEN HD SEE PLAN MAX. ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 24" STEPS ° -- - - X---4°-X°a d ---.. SEE PLAN FOR OPT. STAIR INFO. IF °< e a CONCRETE STAIRS a FORMED & POURED MAIN HOUSE ° ° ° ° W/ (1) #5 EACH STEP SLAB a ro °< (2) #5's CONT. T&B e w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH - - - ° a - - _ EXCEEDS 30" e e ° d e - ° a 8 e GARAGE OR `" z LOWER SLAB r a • a . g SEE PLAN _ 1,4r SECTION GARAGE MONO 21 SCALE: N.T.S. cv 0 d� W ca LL N C t0 . t Q N 3 � �> e �_� K �. � 3 a � C= to Cx .A E Q Q_ M N O N N v 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W 4 E O N V 0 o N � N _ 0rn �� N J . NO 2 Yk w N S J 52 Lu a a Z ca °' v q cc W o�Z N� 0 W Z un co°_' Z m w °O N° a aN OU Z W ❑ ❑ Z N M z � dr-M N z o Q N M LL � �n w Q) OLn �N r $ yTW J t 8 I '. U 8 C�. N y re 0 v seeN 0 J tt M M J ` Z Q i z Q � CU o a Q E U wz z® oa cu r- g w� 8 C o � 0a 0< zC a� wZ z _t n o r a 3x z m Z ° z Z m �� NQ <w 3:2. go dz wLL o m w �; o as z1< ;o °O = 41 Cr M rn B CU i N (v Ln Lo N (� m LO a--+ Y O O •� co M 0) O .� 00 o Lb N Q M N r T � N o z N c E T E ui a U Q p JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. D 1 (MONO) I I I I I I I -------------- (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN II i EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS P. = 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN E 24 O.C. AND 6" FROM O 5/8„ A.B. @ EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF% EMBEDMENT PAST STEP. BASE PLATE n IMP P / 6 10d x 1 1/2 SE PRE -EN INEERED SIMPSON 4 w () (U G O :W: H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP { (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO { TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS " 2 x 4 #2 SPF STUDS B INTERIOR HEADER G G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F I TYp SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. J F T F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE I BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O --�I� NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. ( 2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��`' l FLOOR DECK W/ 10d NAILS @ 8"o.c. `. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------_NAILING \ SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS J `. FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj-0--\N SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. EE PLAN FOR CONN. ) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR I �—NAILING AREA (TYP.) COL. SIZE I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING `—BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT If . SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 2x4 STUDS PER PLAN SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/ FXT F Op PROVIDE 2x4 ON --J TOP OF 2x8 TO BLOCK OUT TOP Ise PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND —AA AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AAB O.C. TYP T (2) 2 x #2SYP U.N.O. 2xCONT.T (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER T P PLATE SIMPSON SP2 w/ (12) 10d NAILS AT - TOP AND SIMPSON SP1 w/ (10) 10d - - NAILS AT BASE 17 — PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS �— �— -4— 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8 - LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. TOP SPLICE ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. >� d >� � of n C V CV -gym n- vyi-oNr_ 4 CV ti 'U W J ca W � c o E o [^y U M 0 CV co To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn FIE O M a N N Ch 0 c m r 'n � r V M M C 22 # ItN S J a 'I M LL LL 25 wa (� 0 ow _ � «moo_ 0 o W 0f6N0 it o�crn W m w _• � N O Q Cl)U ILW ;N ^ U o Z W ❑ ❑ z N M Q $ d N � z � 0 N o ILL +-. w E FE � U g �O CIF C C> U w _ e 8 ' o z w 03 Z =o oaa� Zo a Q a� � z® 00 _E � a -z z t wa om 0 ro C/J a ¢o C: om m J 4 0� z z go CID3 T > O i m o� a aw N � o yLL < 3 ;o a O = > co O I Im ;c T 0 � N CID LO T N CL N .-. o Q C' Y O J m N C LO ._,. U- r... O 0 Y O U C') 0) 0 .� m o Ln 00 N '— ci T CAD N o c CV w � Z Z E T y m E U a JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. D2 w I N N v 7 N 0 Q CV LO C"I 0 J v 0 I N v rn 3 I Ih 0 n. N i a: 0 v 0 J CID LZ 0 0 a N N 0 d 0 Z 0 ¢ Z m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER -WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING It SLOPE I_�� RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER ���VVV TAPE EXTERIOR WOOD FRAME CONSTR. 0.6 cm: 30.5 cm ( ) include flashingas described in Section R703.4. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED NANDOW) 2 NAIL BRAND OR EQUAL WEATHER � CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER 2 RESISITIVE BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING ��' horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 3. Fold barrier back head 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. weather resistive over 2 flashing and seal with tape 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing P p Y P Y Y p P p Y 9 (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. NTS SELF -ADHERED FLASHING Scale: ■ FLANGED WINDOW 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ ' Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied pp g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O, COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER • 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING , (BEFORE FOLDING, SCORE ``� RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK FROM BOTTOMM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) \J AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall g MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance one or more of the 6) TOOLED SEALANT with REQUIREMENTS BEAD BRIDGING 2 following: 2 CLADDFRAMEING AND WINDOW SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing Instructions or details 9 9 AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING p O UNDER DECKING (SEE DETAIL WP07) 2 7 subsequent drainage. Openings usin g p g p q gg pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■' / ■ , SELF -ADHERED FLASHING SELF -ADHERED RING ■' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE ORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. - - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 _ Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER a ° a a 12 MIL (min) DRYLOK EXTREME ° a APPROVED FLASHING TAPE DOUBLE O O 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST ° ° ` 4 TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall in accordance with " Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° in ASTMC926 in accordance with SELF -ADHERED FLASHING 1 a a ° a 4 ASTMC926 2 ° ° ° Felt backed metal 3" MIN e .::. f. lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 2 O 5 > � Building Paper Building Paper 7/16" O.S.B. ,%,�' ' sheathing O.S.B. shea_02 Metal sheathing SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ , ■ • FOUNDATION WEEP SCREED , EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTSDETAILS �� STRIP OF SAF LEGENDStampede SELF ADHERED FLASHING (SAF) similar Bottom) TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT of cauk bottomr Weep Screed joint Only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK Lu � BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- BOND BREAK WRB \. SELF FURRING (SF) LATH �`.!'� �;- 1 1/2"" t0 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION 2020 ( ) m Q PLASTER ACCESSORY \ I Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS X Manufact. Specs. V-4" PER PLAN ? 1/4 \ Detail Instructions Refer to the number marked as # in each detail that corresponds to the p 1'-0" PER PLAN v WRAP DP WRB ONTO I <, THE VERTICAL Cement Plaster 1/2" Cementitious numbered items in the list o Instructions below: --- SURFACE TO TOP OF FLANGE AS AN AIR Decorative Finish in accordance BARRIER with ASTMC926 ®.® All inside and 1. Install self -adhered flashingIn order as shown b numbers y 8' CMU SLOPE u 4 3-1/2" INCH FLANGE I /' over wood 2nd a a• ° � floor •®�' outside corner will 2. Install flashing and weather resistive barrier to form water shedding ° ' ° ° ;.o, need to be miter laps p 4" OR 8" CMU ° - _ - - - ° ° cut and caulked all 3. Self -adhered flashingcan be substituted for building paper g p p (PER SEAT DEPTH) ° Z Z�� �' �.�� �'����� �' �' / X� STRUCTURAL FRAMINGo,o o.o; butt joints need t0 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT 8 g g _ I� c 8 .•. becaulked using embedded in the adhesive layer) -for ease of installation and to t1 11 � � ; STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts W LLJ D- 0- PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ° , a I- cA _ in DO NOT SEAL. _ CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° U ROD &SEALANT DRIP SCREED PLASTIC Minimum) ° ° SLOPED MUD BED W W = ACCESSORY I �. BOND BREAK WRB 6. Fold as shown by arrows 8 ° ¢ w < SF LATH �I 7. Angle of corner may vary, adjust folding of the flashing accordingly to cWi� � fit tight to corner VINYL SHOWER PAN ° H ° 4 U'% A - �� Note: 8. Mechanically fasten as necessary SLOPE - _ - - - - ,�? The building paper and metal lath must be - a ° a °4 PLASTER STOP Cement installed over the top of the weep screed. Plaster 4 US BACKER ROD CONTINUOA block 1 a & SEALANT 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE C%f _O w -o ". a� > W O L [h ci a n O C CO M 27Li OC, - tc O N p N t Q CV 3 = W x m a s ry C. ECr m Q 3 3 ya L. aA m C=2 C o M O N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E O a U O N (� i OD 4) N C W orrO 7 L[) N �040� a c-J w LL c LL. a. - O ELY IO C V y�o o W, 7 (ONE W CO 0 m w Z NZ a CO N OU Z L) W ❑ ❑ � N M z $_ CO z Q0 � Ud N z AlL w J 0 w o N c U w � E U C- Y 0 0 -Z< M M J � o � z Z � E, I =o >m <o a a O oLL w ze ti g0 Uo a <= o °, aZ 10 Cn ZZ �a �2 ~0¢ Z m J aw z g Z 0 aZ W 3 0 0 w �Z m T oLL 3 o as ao M V 0. z a � O_ 3 O °' > M O d' 6 m � N r� N o LO Q � N N (�� m Ln ~ 0 LL O Y O N M O) O 0° � o � N Q M N ,- ai E N o Z T c m a. E o U -J Q p c J JOB NO: 23-04651 SCALE : AS NOTED SHEET NO. WP1 _L Mounting Brackets,: I ) Gauge 4-1 Q'x 4-1,*2'A 2-12- Bolts I TC-ia A32 ITyp') T Back Cross Support (May hpa rut Irn Af I Right Bracket ('cDGaLcle) ;;�s #14Self-Drilling S<II 1 G-5ri AIC Unit Bottluirli Edge Hurric.arest-pip *whol (Typ(4: I in frol Front Cross Support Self -Locking Nuts (Md y be cu L to W) Left Bracket 16 Gauge) #14 Self-DAIng Screvvs Th,u El7biI & Back Cro5s Supoort lintri A' IC Llmt Bottorn Side (Typil:al: 3 eachsiJc for hLirricane ru,-) INSTMATION INFINNATION UIL IlItlutl� 11-f ""' -IL f'!"' - I! - It I ,, � Eduglandardindill P-i-d 5" DIpawidill; .,Aj.610 Fu. theol (additemi fire Will jpplvl FJA�=-As code Tva Veraloi Manufacturer AMInne,lo, 2020 Small Vert loduds I- Caegl sn"i C_p_t' 32ategorl, Produas Introduced as a Result Of N Ta0a.logy C.anpl lan . III E�ak,.t R,pon k- ix Florida RIO stated Architect a I.I Floindar FL002241t8larraduot, Fhaiesedal Engineer §1211 1411-1d" 1111- =1W Mbara�91554 SIG 2 SmartV-1 Mods 01 4 511 3 SmianVent Made I III III 4 Mode I rint 540-n2l 5 Sr,.,V_t Moda�* 540,114 6 smart." Mod. N 540-570 Sr_'V_' Made I #1540�574 R.� 2020 Drexel Metall, Ini, Category: Roofing SolptalegDrb Metal Roaring Corriallande Method Evalu ation Rel)w frorm a Fteral dArchkebo,aLeJFlmdQ Pr.1-onar Eirga,sla, ful,17672,1919 Products Ell "" " =fil syst.- I can . "um"" or "a, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Validated ft Gralh- larmall' Mason Lool a -der, P E (877) 441 8368 FE-73T76 r334) 3oo-i600 ofoltainsurtannibbar PNodl D,,,kb,, D .1 F-han Flood rul V-010m, V.ht D,Ial Function Flood and V-1fation Vent Insulated Flood Van na,lated Floon Vent 16&q,mt;Gmag, Door FIOW Vern Wood WWI Insulated Flood Vent 14 511 Gang, Door Frood! Vent page I a 1 1211 &2021 20 0sle DI sonding 2" Will trarturl F5C Approyad Apachre status l2fIS1020 `Z'16ron IXISM20 ApIr-d fail Use Y yes MIA �00 Do �2131i/20023 2/3 t2 23 Y. 1A NN GO 100 1 2131 (2 023 Y. YZ' 1A 1 01)� � 1 ?,31 aG23 yy MIA all .1. 0 � 1 2/31P 023 Y:l s' NA WA 1 2131JI023 yes Yes WA - I 00lL 1 DO 1 MI1202S y . 'as NX 1I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail DOW y " 'ent-oll Endanger & Udarsure Vaticlated BY Js5o, Shumate 2.bhay R Forest Locke 3-lon E '502t 3C3-1111 PE-'r4021 (334, 300-1800 rt'u_t.Qdra�' oom Page 1 V 1 In4r.021 amt, 20 Da. Pat 2" Validated Supol F8C Adierwai Alaral slarils (311`1�20 W1139n020 oer2317020 1011 3M20 Aparbaeo Quay ASVAW&e Awo�ao fra, Us Abill full Use Impact Desks, larg000t Description ceni Upinglon Date In Hl ourvild, HYM Resistant Pressure DMC 10ONS, 0MC 15058, OMC 1�5!5, CMC 20D8, 1213112021 yes No NIA oul 5V Florida Department of Business & Professional Regulation Pairs 2 .. - Building Codes and Standards 3,s= Product Approval Application Detail Cape IntIly o Date cral Data Pending care Tvmr Vmlw FAranufaOtuniar carl EPW- & Lo- v4II sh, Val'"ad suballittrad FISC A,pNzVt A-1aad Status R-s,w 2020 71romra-Tru Corwation st s'O J.'P.- Lyn don, F. Sch not P E. Ry. J Gg' I F 04t' 512021 1213112020 GI OW842li2l Adr,,-a Derail E,rlarlo, 0- f8GO) 01 PE-4340i (813. W-6555 3utiCaretil Sw' Dmg Extend, Door Assemblies SlaSPO"WrOththil C Campriss- Method: Evaluation Ripon from a am Flandar Regrste"'Ard"Ied or a Licensed Floods I.. Engineer FLA2l prwbds QuallplAsavans, Avar-lid f, Use Amm-d ft, Use I-alet Danuart Sep# �LNurnbarr or N,- lanadl D-Jolla, tienDlat, in HVHZ Outside I Resistant P-- I F,bar-Ciao.N. and 5-th Sa, Nominal 68,439 6 8quaL Impacrill Opaque 12fll 12026 No Y., Is. VA Ccamposz, Edge I'dorigness S,ngle Ow X configuml-) 2 to Th.-Tnu, nip-Q.-o - Smooth Sit, ;Jr_9(O.t_sh' 8 &.d tmordUkoual Opaque 12r3lf2025 No Y., Y_ WA Composts Edo. I'llidta-0.11 S,hrile Door I-Ith Srselle�'st(rwimg(Ourtswno XO OXmOX0 3 c Themna-7ro For-Classr, and Smooth -Star Nomms,169439 8 Squot.mitactill Cpecue 1213112026 No YIs yes, WA ComporAt Edge Fildergus Double Door loth Or Sdoilt., , r-higrOut-ing, XX or DXX0 'onfg-trons) 4 J. Thamnal-Th, Rb,,�I,s and S,00di Nominai &' 0 Opaque 4MIM26 N. yes ya. NIA ClanNocan. Edge I'll,engrats single Door (Ih-ng�FK. X cOnigurelom 5 a. Th-Tou FI-Clas- ad Shrooth-St., Nommal 8&439,0 8uqu..n1,p..1ql Opaque 1 M112026 No Y WA Composite Edge Fiberglass Sangre Doorwilln XO OX. OXO 119u, ..I 6 f Thermal Fiber-ClessicandSmopin-Ster N-nal 89430.0 Olosqu, 12f31120N No Y., Y. MIA Comboart, Edge Rbergii-, Double Dem, th or �hordoj Sild.lies (In-IngrOut-ng: XX Or OXK0 c.fg.,a n. Th,-.T,o R-Ciza- ..a S,rpoth Star Momms 64arZI 8 aquat Impaldiluou. G =112DM Ma ye, yea MIA Composts, rag. Flbergrass ShglI, Dom (Inwing"O."'. ing: X ". I ourshon) 6 h. Therma-Tro Filder-Classrc and S,opi Nominal 6'.8 Glazed lW31f2026 No Y., yea� WA Composts Edge Fiberglass Single Door with sidelle(s) I rewng/outwog: XO OXV OXO configunat on., 9 1 Thamns-Thu F,ber-Claeric land Sm-N-Sts, National 68#30.6 tGUbX:Ihxpsbt&GUpL Glued 12(3112026 No Y.s Y., l Coorp.art. Edge F,berga,s Doutbi Dool at ,ithout Spiels. (ImmtinglOut-ng. XX or OXXQ oprifIguna'di, " 10 1 Thes-I Fitner-als- and Smodi Namnal 8&439.0 &qaOt:mpRCt&;zuo, G.'ad 12�11PG26 No yea Yes N/A Carposi,reEdge Fibergram 801 Door (hi W'mg X_Ig_u.) 11 it Thaml Fibar-Cessi-a6mooth-St., N-nal 8',0 aquat."d&ruct. Gazed 121ZI/2026 No Y. yt, NIA Comporre, Edge I'll,dirglass Single Door won spaide,$),lo-rignis-mg XO, DX or OxO call ors, 12 1 Therm�-T,u F,b,,-a - and Sonmotin-Vu, Norrimal 8035G "M.Impaul&quat Gazed I2*1Q026 14, �aa Iss W. C__Is Edge F,Uegraa. Double Door - or Inhout Sidrike, (losainglOvIsaing. XX Or OXXO -figruar ons) 13 7lemn.-Tru Fitner-O.- .,d Sm..tl St. NdrI 6'.8 itaum.1moadducu. Glazeal Imlb?026 W Y. Yes MIA varead �orh Comporait, Edge Fii5Org"`$S Single "hoto Dpor,lm In,1Ot'fflng.Xp"flg 14 r. Thema-Tot Findar-Clan[o and Smomiti-Sla, Nominal 6443 .8 apum;mrad'�qu or .1ad.d! IM117026 M. Y.a yas NIA Moidl� d Do- Coml Edge Fil 31,9k l - Glazed Ml Open Sidelh,$) � h_hg"Out_'.g' XO' Ox or OX0 111I 15 d� Th,,mi 'Ibet-C100i, and Smobb-Ster 11-nal 6tiarM 8 &qodt."dLqu. Grazed I W1 12026 No Y. yas WA M.1l Open C.mp..* Edge F,be,gl D-bl. Door -,in or Whir- Glezad Vloldd Cipe. S4.11tes Ing: XX or OXXO 16 p. Themna-'rn, Floo,Cla-c and Srnacl Namins! 6�39 8 lue"mimpe"I'Mot Ort"alue 1 mi�2�6 No Y_ Y. WA Corroo, te rag. Firbargos, Soda, D-11 Noldada�. SIdelters) In-grOut-ri: KO OX or OXO _011 . famo 17 q� ThiNma7nu FG-Class., aral Smoaah-Slar M net 68,439.8 aboat."..11I Op- I ni 026 No yes Yes WA C;�:1.Edg.F11:roars. DuN.13-ithor ,,Ith out Glaze d Mal d d Dow Sidaliftes lb-ing/O.w.,nig. XX or 0)0(0 oonfiguaborso Florida Department of Business & Professional Regulation Puts I oil Building Codes and Standards IN1021 Product Approval Application Detail FLom4m Code Error; or Do 29t Date Pendina WA Ba Version W-ft,- CaRl E-- & Upien- varidalad VrInktaild Subol FBC al -rod Atudl Sual R-Or 2020 POT " WI., J., R'-A, Mharn-Dado i - DER Nliaml de SCCC - VAL 1111EY2020 1012ErX20 1112412020 Apv-d Careg,aryi Erna- Coms (94]j 480-0100 �7661115-2590 que,car.g.lry! SI'dinge. an. Door A-tollas C It-. Malthad C.Mill Mark or Liatin pan ons, 9 I'Low 33 products QII Alor,arentert AodfarU,, Aar.-O for J. khroarot 2am Wall. Numbar or Naamar Product D-arpton contract F-radlon 0.1. Im HVKZ Outside HVHZ lit-latard Isnas- S M1'.11a impadt, A"), SI Glass Door OVIV2021 Y_. yes yea WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description 1 Approval Number(s) 1 s Test Pressures 1 Exp. Date 1 1. EXTERIOR DOORS I A. SWINGING Thean aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 1 +67.01-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 1 +67.0/-67.0 psf 12/31/2026 The rTn aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 is +80.01-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 ps 1 /2024 PGT Series 5570 NOA 21-0205�03 +38,71-38.7 psf 4/14/2026 Pella Corporation FI 2646 C. SEC11ONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXE D MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDIN James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL1 5272,2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. AS P H.A LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL116918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Gahranized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FI 2197.5 N,1A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 1 1 1 1 1 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page I al 3 1125a22 QM Entity or R& Date Pend Ind um im yma; manufacture Co n Engineer & Ups n9e Validated ValdoWd Subriftled FDC Approval Appiroved =U RevIsion 2020 Therma-Tru Coridetraroorn Steve Jaspe,son Lyndon F Schonalt P E. Ry.n J King P E_ 071n= QM21A[20 0712912020 1011a,2020 App-c! Catepry. Exterior Door (800) 843J628 PE-43409 (813) 767 65155 SubCatogary: Smirgmg Eiden -tor Door AssuenrldbOs sj.-Pe@th.mn.tbd Conniallarca MW*d: Evannabon Report from a to Florida Registered krChtect Or a Dcemied Florida Professional Engineer ELM - Quality Assurance ApprovedforUse ApprovedforrUse Impact Sell L1r2L__11,7 NumbororName Farditclu-tt DesadnDtOrn ContractEliviraton Date In HVHZ Ouituarde HVIHZ Resistant Pines- 1 T,:..T " W-Clab and Shrocrth-St., Nominal W39.8 ".lmwct&quol Operque 12131 M22 yd� Y_ Y_ N/A Composite Edge Fib.igialle, Single Door II n_rgJOut ng; X configlonli0l) 2 a Thistma-Tru Filper-Censdic and Smooth -Star Mammal S&I ficuolinipactiluquot Opaque 12r3l 122,022 Yes, Y Yes NVA '::ampota's r Flbiargills- Soglar Door th Sidarli (Im_mgu.ng XO, OX ., OXO ochfiguNalions) 3 c 7horma-Tru Flow -Classic and Smonoth-Star Nominal W39 6 i1quot.impactli,quat Opaque 12GI(2022 Yea Yea Yes NIA -ompartate Edge Fiberglass Double Door wth or .thout Side"" (ln_nVOutrrIhg: XY, at OXXO configurations) 4 d Therma-Tru Filder-Classic, and Straproth-Star Nominal 88#39,0 &q..(Imp.cUil Opaque 1 Z(31 12022 Yes Yea, Yes INI Composite Edge Fiberglass Single Door 0 nrrW()vt-rg; X configiurat-) 5 a Threrma-T,ij Fiti-Cl- and Smooth-Sts, NcurnInial 89#39,0 &qUot.lropbl,&q..1 Operquie 12GI= Yes Yea Yea NI Composate Edge Fiberglass Single Door wth Sidelitels) (InarwrigiOutowng XO, OX a, OXO canfigurst-S) 6 f Thearma-Tru Flbe�Classtc and Si-rooth-Star Nominal 88#3902Kquelt,impbrill Opaque 1 2f31 r2O22 Y yes Yea NrA Composite Edge Fiberglass Double Docr� vAM or wthout Side4has (Imawmg/Outo�ngi XX or 0)0(0 -fig.r.b.n.) 7 9 Therrro-Tru Fib-Classid, and Smarath-Star Nominal 69439S",Impoct&qudr1 Glazed 1213IC!U22 Yes Yes, ye,s INI Composite Edge Fiberglass Smgle Door (I r-ing/Outs-ing; X ochfiguratt,m) a in Therma-Tru FibOr,Glassra and Smooth -Star Nominal W39.8 %<uQt.Impaot&qupI Glued 12J31/2022 Yea yeis Yds, NIA C-posill. Edge Fiborgilana, Single Do., th Sidelil (1-hynOude.ni XO, OX a, OXO configurations) 9 1 Themna-Tru Fiber -Classic and Smooth -Star Nominal 8&M.8 kuat.lmoapt&quc1 Glued 1213112022 Y_ Yes, Y_ N(A Composite Edge Fiberglass Dotildle D= Wth or Wthout Sidelites (I-IngirtOuts-ung, AX or OXXO configurations) 10 1 71herml Filb-Classic and Shrooth-Star Nominal 8',,0 i1quot,firopactiluoluol Glazed I V31/2022 Yest Yes Yee MIA Composite Edge Fibergil- SI,gle, Door (I n-I .. ng; X b-fig-t-) I I k, Thermill Piter-Classic land Smooth -Star Nominal 89439:0 &qUt.lmfd.pt&q,bl Glued 1 2J3I r2m Yes Yes, Yell, NI Composite Edge Fiberglaia, Si nglee Door �Ath Sidefirsts) Orn-r-glOtto-irg XO, OX or OXO config"r.bons) 12 1. Therml Filbor-Classic and Smazath-5bar Nominal 8&439 0 sqzpt.lmpa;;t&qurt, Glued 1213112= Yes Yes Yet; WA Composite Edge Fiberglass Double Door win or wthout Sol (urso,inglOutsNuing XX or O)D(O confiijursti ... ) 13 no Thermisl Fo-Casti. am Smooth-51- Nominal 6&X_�S6",Impjct&quW Opaque 12J3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Doer wth 9quot;Nlah-Ihnp.ot&quoI Sidefitts(s) (I TavringlOutswrig; XO, OX or OXO-figurardors) 14 r, Theirma-Trui R derZIamb, and Smooth -Spar Mammal 68#3918 &quat.ropacl Dared- 12)31 r2022 Yes Yes. Y., N[A Composite Edge Filbergl Doubts Door ath "NGn_ImpaaI9quot Sidelites(lo-glOutswng; OXXQ configuration) 15 a Therma-TruFtber-0assro and SmootioStar Mammal 89 D opaque 12)3112022 Y_ Y_ Yes MIA Edge Fiberglass Single Door oAth 8,quot;=_l nripact9quot, Sclelite(s) (lrs,MrgtOutswng;XO OXorOXOconfiguraI 16 p Therma-Tru t'now-Clonsic and Smooth -Star Nominal 8' ' 0 ". rmp..t&qu.1 Opaque 12J3112022 Yes Yes, Yes MIA C'mp"',I. Edge Fiberglass D" ble Door vth &q,"t;Nan ImpabI&quDt, Sid.4- (In-ing/Out-I 0 configuration) 17 9 Thwma-Tru F,ber-Clans,c end Smooth -St,, N� 'al6843g,8&qut,Nor-lmpt&qLbl Opaque 121311= Yes Y_ N. MIA C;.mimmn. Edge Fiberglass Single Do., (Ins.ing"Ou"ng; X opirfiguraton) 18 r Th.--Thu Fiber-Classio and S-th-Sta, N ohnnal6WIRBIlquat. Non-4 hipact&qUat, Opaque 12131f2022 Yes Yes, No NIA Composite Edge Fiberglass Smgl,- Door arth S,d.ldl (In-AnglOupaWng, XO, OX or OXO config "'I" 19 s The-T. Plid-Cl.saun and Smooth -Star Nominal 6',B ",Non-Im;pabt" Opaque 12/31= Yes Vs. No NIA Compol's Edge Fiberglass Double Doal or ,41tholl, (IM4rg1Oup;_ng XX.'OXXo canfigu"'Ons) 2D t Tih-rinna-Tru Fiber -Classic and Shrocah-Star Nominal 8',06qUGt.Non-Inroact&quI Opaque 1 W1 12022 Yes Yes No N/A C.mp..t. Edge Fiberglass Smilie, Door X "of"'u"t"' I 21 U Therma-Tru R per Classic and Smooth -Star N.�".18qO",Non-tmpactSquc� Opaque 12J31(2C22 Yes Y- No WA Composite Edge F,barglass Single Door Th 3idlelite(s) (Inawng/Ouripparrig, XO, OX or OXO conflou;ationsi 22 The- -Tro Fib-Cl-c and Smooth -St- Nomo2 12/31=22 Yale Yes No N/A ComposJts Edge Fiberglass Double Door wth or vwthout Sidelil (1-mg/Cat-gi, XK or OXXO darfiguiran.'s) 23 w Therma-Tru Froar-COnsic and Smooth -Star Nominal %M8 "l ImpactSquot; Glazod IM112022 Yevir Yes M. WA C '-pbens, Edge Fiberglass Single Do., 0 "'n"foub""' X configurabbi 24 x. Thern-I Fiber-Classip and Strooth-Stair Nominal M439,8 " Mon. ropact8quor. Glued 12r3l/2022 Yee Yes No WA Composite Edg! Fiberglass Shigle Door with sid.il (I I- nioutswing XO OX Or OXO configural-S) 26 y, Therr�_Tru Filber-Cl2sal Smacrth-Star Mammal S&O39,83ou.t'Nor-l"Facrtaquet; GLAI 12131=2 Yes; Yes M. NJA Compostle Edge Fiberglass Double Door WIN or Without SidellteS (Inex,rmg(Ou�rg, XX a OXXO d-fiI ... ) 26 L Thermno -Tru Fiber-Classuo and Smatooth-Star Mammal 8&11139�0 liou.1,14orn. nolpacMduot: Glazed 112J]V2022 yes. Yes No MIA COmpasue Edge Fliderriglass Sngne Door (ln"nqjouts�hng X-figural 27 Thearna Tru Fiber I�lur and Shrodth-St., Nominal 3',0 8quot Non roparatr6quot; Glazed 12MI2022 Yee Y.s No MIA C-po.t. Edge Fiberglass SmgI. Do., dh SidWWs)(lnswnQ,�)utg XO OXorOXO confir"Lorl,.n.) 28 zIb Th--Tru Ft-01-to and Shn-th-St., N.moell 88ull Squot,Non-irripalculcuot; Glazed 12131=22 Yes Yes Ma, MIA ...posithe Eagle Fiberglass, Doub Is Door wth at .thout Sdal"'. )O(or OXXO canfigul.t.1s) "033mlll _Q0 mm V-1- 91-flactural Rd.- 2020 Mi ftrd�s and Door, Category: Exterhor Dws SualoCattogorr. Sliching Exter Dom Astremolias CompIll Nledrod: E.Ituation lt�porrt frorn . Florade Registered Aral are L,censad Flonds IF L*1 5332AS Produpt, Prof-lonial Engineer 40a I Number a, Home = 1 s= U M�NUM $GD 2 SERIES 420ALUM MUM SGO 3 SERIES 42GAILLWINUM SGO REINFORCED 4 SER�ES SOO RE]NFORCED 5 :20AILUM�NUM SER ES 20ALUM MUM SGO REIN ORCEO FLN1120111114120 QQ aa Version Manufactura R-- 2020 W2yr&Dl a III of Oarrxrd Co,, Corporation Calogory: 1�1 Dems SubCalsgrmy: Sectional Externor Dom Ainarmisla, Central- Illothide: F,,alual- Report froo, a F lord. ReglaterdAnchitact Or . LI-sed Hard. FI.M46420 Rrodyets, p ofassloo.) Engurs. 411di-i! 3 800Q/8IoQriI200#I105 10 80NM 10014200 #1123 if U00,151 OM200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Carl Ersairanu A Los- Vallidallad Or Earn SImou Luis Rol L arras Sttven ul Unch PE 1717; 3E5 �,300 P&S2514 1717) 31 T 8454 p,tIhgarGmId.cma Pao I of2 151-.1)21 V411 2111 gas Pending Qu Valixisi SLPbFnCgd FED Arldnoval Aam-d States 10/car2on IGM6,'2020 10J`19=0 1211-517070 Awpood Procil Doribil Quality Arsturani cortt=LpAk AporoVaolfor I.Isy In hill Actoproysall far Usis outside Windsor Resistant Dasifix Pressure SERIES 420 ALUMINUM SGD CX0 NO Yes NO MIA 145 314&qxot.x80Il NON -REINFORCED SERIES 420 ALUMINUM SGD OX XC. XX 12CIII'2024 No Yale No NfA 961 ;.a GIGI No -REINFORCED SERIES 420 ALUhAINUMSGD RENFORCEDOX0 1213112024 No yini No NIA 145-.V4&qu,m.x96&qual SERIES 420 ALUMINUMSGD RE14FORCED OX 12(31/2024 No Y" No MIA XO' XX 9ftqUol;x96&q,o1 SERIES 42a ALU MINU NJ 300 REINFORCED XKX IM1=4 No Y., No A 143&qzxr.rlI Floflda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pe, 1 `2 laM21 EnUix, or 292 119,1111 Dart, Pandina 211ill Carl Enalreer 9 Uctinser VaIll 11v vaildwed Subiritund F5C Approval Awotwd stalut, Uvw.karr,", im E Scale, Jell P A-sor, P 6 1D)12M20 W2912020 10/2K020 1211612M Approued (33D) 7@34121 PE-51737 (904) 821-5200 dk.m,ahQyh e_dslon c am Qualitv Assurahl A=oyd for Us, Arairraltnad for Use lersapt Desia, laroduell Description n care In Il outside filarial pressure 905S. Me, width 1444039, Max height Grading 12131/2023 N. Y's Y',i '31 00/3500 llyallable in too or intermediate seem 16 '. M-AM. 14M9, Max height. Ulaong 12/31(2023 No Y., Y., -30,001-33.50 ... liable in top or I,t,-d are a.1- I 6W9 M.width 149#39 Max height Gung 12/31f2r,23 No yes Y. -3440138 30 -table In top or intermediate seem Florida Department of Business rs Professional Regulation Pal a, Building Codes and Standards 115202, Product Approval Application Detail T121L v.-- marrufactrunar conleat Ermose, a Lican's R.- 2Q20 Currl.,D4,Kon.fAADG Inc Tom Palley ILL LLC category: Extend, Dome �641, 494-2813 "category: &I'dor Dw Component, comillano. NeIrock Certification Manx or Letting 52" larraductlafindal Nurriderdi-Nme Prod -I Dirscrigbarn 1 607, 107 721 747. �57, - and 84T SIngte and pairs od ANO, Glazed. and Leb -gle and pi- .1 Door, hot- metal dom, c.1a im V-- Mannufabi,rer Remshan 2D20 MI Wirdw.,; and DI Category: Whoo.9 Suld,Cat.l Single Hung CoMplial Method: Candi Mark or turtling 91gLIA 2 %5 SH DID 292 Date send, 9K@ validated or YMI",d Stilarritted FOC Andr-A Ap,,,d mants Troy i p, P.E 1 W 012020 1Mln020 12121/2020 Approred 950 947-0880 Quality Aswani IIII Desta - - - as 1, KvKZ assistant Pressura 12/3"025 Is, Yiss Its WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel dI2 1 �2021 1 Enatty, Ded. Ded - Irst. P-ofinq ord. Cara- E-int., & L yellowed sat Whdalred Sultairitual FSC Amoronval Adma-d St.." sent S'11"9ar Amer .rr Ardhilepubst tse,e M Unal PE 11,17h?D2t) 1111712020 1112712020 Aop,-d 1�17)3653300 M-f-t-rs Assoaahm, c717) 317-84M b,b nW@ml.d dom, Gluaflin, Atolun- Amm-d (dir Use A-Ved far the Imasort Dana. Date In HWZ Outildr, H lit"Istart 52Y72 Fin/Flango Frame GISG Single Hog 101081202� Yas 14. -GU-60 Lamirsed Glass a) a) > 2 0 0 CU -0 a) 0-0-0 0 0 L = CU = 0 .0 = CU U_ "_ 0 Cc > Cn E "0 0_ E CU cn -a CU -#.- W C_ C'.) r,0 CIQ on CC our CC CM -M E m U) L. (D E =:3 > 0 > L 0 CL 111 faaaaal, 0 0 L_ CL U) a< LM LU < Z 121- SHEET NO. PA 1.0. — - - — I - _L I---- I — - I I I III I I I I 11 I ! t I I I — I I _____ 11 —1 I I— I I � — — — - — .. - - I — — — — — . -6--o a) (1) C- I C/) —00 (1) _#_0 Florida Department of Business & Professional Regulation page 6 of 9 Flonda Departmard of Business & Professional Regulation pag6l V I Florida Department of Business & Professional Regulation Poor I a I 9orida Deportment of Business & Professional Regulation Pagel 92 -0 > 0 Building Codes and Standards 1/25RD22 Building Codes and Standards 15=1 Building Codes and Standards W=21 Building Codes andStanclards I WD21 = — 2 2 _0= Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = — (3.) 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SUbMftW FISC A-r,yV A,ck,,W StAce tm -I-- 0 a) A-0 U) -t- R-i.i.n 2020 Thim,no-Tru C.,p-ti.n Category: Exterior Doom I800) 13,13-7628 PF-43409 (813) 767-6555 Atfirmellon 2D20 PGTIndustries Jena R.-sk Me.1i 8CCO . CER liki.rnimDode SCCO - VAL 1110SM20 IV0512020 1111112020 ApPlovad Revision 202G MI Windoas and Doors Dyed Sillinger flurviciiin Architectural St -in M. Wch, PE lQAlEf2020 IWer2D20 10M91=20 Apploorxi R"- 2020 sit Wirdoss .ad Doci, Category: Witickwis BrentSithnge American Arolittedural Steven M. unch, PE 355�3300 Manufacin.marsAsswilition 317-8454 11/22f2o2a 11122=20 IIQ8=20 Approued - S-riging Exterior Door Aseemblio- iijaspersonathematru.co Category-- Wnd-a (941)46"100 (786) 315-25N CaegoW. Whom (717) 355-330(l MewisciummAssociation j717) 317-8454 (717) 1717) Subcategory: Compliance Method: Evaluation Repo-tifforn a In in.bCalitticirr. Single Hung tros-sidapgin,lumnics.. subcategory: Horizontal Side lostillhetriern*d.- SubCateprin. Fixed Complain. method: Corthri W.4, is Lieir,q bartfingeanirv-d.com W -0 I 0 'O Florida Registered A,ohiltect or S, Licensed Florida Corripliterrus Mothod: Cwthicallon MON m Listing CwVllanu Marthorit Coriffliarlon Mark or Listing 0 - -0 Professional Engineer rLax-11126 LIA12111:11111.23at"Ll. FUP15349-RIA Prisclud, = 2 — = a) F1.1112MI-117. Products Guality Assurance Accu-mul for U, A,r,v,d for Usia Wroact Dow- Garry Assurance AcerovedforUse Accroved for Use Imeacit Dosion A-,- A,,,-df,U,, A-,,d for, U, linceal, Cast- 0 3- = �:: QualilvAssumarce ApprovedfisrUse ApprovedforUse Impact Dogial, 411i Produar Model. Number or Me- Product Dowrietim Comm Excilationvalt. N, HVHZ outside Rtdmit Pressure sta him Product Discriato,ri contract Exeinitkin Va. in HVHZ outside wvmz Resistant laniussure SAID! Product itede. Number or tiltraq C&I, Product Description I - . - - - it HVi Outside HVHZ Resistor Pressure = 0 -2 LL Sect # Product M o del, Num her or Name Prowd trot Descriptiont Contract EX rattan Date in HVHZ Outside HVHZ Resistant Preew.ire 2 91-155,00 ft.q. Visa. Imp.ct) Vinyl single Hung W�,? 07M=25 Y_ Y.. Yes NIA I HS I 0 Fi, and Flange, Fra- 7�.62 I rountresi Q.. 021113/2024 No Y. N. -551-55 1 185 PW 7S. 72 InixiaNd GJ.. 04/03/2M No Y.a No +601-60 C ICU . .+-, - Lill.- M I a. Therma-Try Fiber�Clossic and Smucith-Star Nominal 6',8 &quctNon-Irrpad" Opaque 1213112022 Fib.rg Is. Single Door No Yes No NIA Comiciasit. Edge SQ -0 (InswrigiOurna,mg; X configuration) . E 0 2 b Themna-Tru riber-Clagalk, and Stricioth-Star Nomina I SWID; 0 i1quot. Non -I mpact", Opaque 121W2022 Single Door No yes, No NIA ,a) L_ Composite Edge Fiberglass, wth XO, OX OXO 0- Sideii ons,vingtOutevning; or CMn nfig.rati.n.) yes No NIA J=_ , +02 -icu- 0- 3 a Th.,ma.7hu Fbar,Classicand Shrooth-Shir Nommil 6&039:8 &q,&Non-lmioad" Opaque 1213112022 Filbsigilass Composite E . di Double Ooor win or No li- C U) < ,MthoutSidelitm�IneMrVIOut�Mng.XX�0)0(0 -0 . configurations) 4 d. Therms-Tru Fiber -Classic and Smooth -Star Nomiml7&039;0&quat;Non-irrpactdquat Opaque 12i'3112022 No yes No NJA composite Edge Fiberglass Single Door linavvingfOutanving; X configuration) 5 is Therwo-Tru Rber-Classic and Smooth -Star Nominal 7'0 &qwt..Non.Irnpact8kquot Opaque 1213112022 No yes No NIA Composite Edge Fiberg ass Single Door with adelWs) (InewilgrOutswrig; XO, OX or OXO I 6 f Therma-Tru Ftber-Classic and Srnocffi�Star fig ... tons) Nominal B':0 9quothlor-I mpactSiquot, Opaque 1213112022 No Yes NO NA Florida Dapartmerit of Business & Professional Regulation P,.i.rl Florkla Department of Business 9 Professional Regulation P.9. I of I Florida Department of Business & Professional Regulation Pas. I d I a Composite Edge Mberglaws Single Door Building Codes and Standards 1145'MI Building Codes and Standards I F=21 Building Codes and Standards 102D21 (Im-AnglOutswrig. X cor4duration) 7 g. Thormei-Tru Fibor-Clusic and Smwth�Star Nominal U#390 "NonImp,ad,!l Opaque 12/sl W22 No Yes No NIA Product Approval Application Detail Product Approval AppliC ation Detail Product Approval Applitatiort Detail Composite Edge Fitiorglassi Sing to Door vsith Sii (Ins,OWOuts,ving, XO, OX or QXO I - I - ,� � - �, � __ � z I 1 � � - - � . - . , - I - - - , I - I I - �� -1 e - - - - I , , � : -- � � - �, , I I - I I I - e I - . I I _11, � I I I I I I __-, �, 1, . � I . r , - � . � I , � -1 1 I � I ,- � � I I �, ,�, - , - , I � I I ,, � �� . ,1 I - , _,_ : - , I , - I'll , � I.- I I .I I � I � T, - , � I � ,� - , , - � - I. ` �_, "- -, - I - - - - � : - - . " 1. - � I I I � � 11 - -1 - 11 11 1-11 Z - I I I I - � , I � wrifigurations) 8 h Thermok-Tru Fiber -Classic and Smoth-Star Nominal 138#39;0 "Non-I mpacdicluot: Opaque 1213IM22 NO yes, No NIA � - I I I &MAU- � 11 ; , �, I I - , I I I �� , � - I I . -::,:�,',, �� , , , , , �� , , r � _� � , - � � . I �, � , � _ I - I 11 I �� . .- � . I � -1 -1 - I - , I I �� I � � - - � , , : I I � - "all" _ , � I I - � . _, : ,,,r - I - I , - I : I � �, I - � 1� , : _�, I ; , , �. , k � - ,�, ,, � ,� , � � I - I : - � , I , I �� - 11 - � � " 1, - ,� � , � - I I , . :� -, , �, - 1� - - '' � I � - : ", � , _: � � " j" _ I , nw,, I � I 1. I . , ;',,�,, , I - , I", " ,k � � . � 7 - ,� I , , I I � I � I I I- - � 1 I I , � � I � - - - . , � , 11 . I I - � 11 I I I I I Carnposite Edge Fiberglass Double Door With or Quit Draw � 21111 2" got, Pending, 299 99111111 Eras or DAIL 2" rA, Pwadi- 2" um andittir or Do 20 Cat, larricina =2 4 vvithoul Sidel,tas inavvingrOutwAng: XX or OXXO . muut Vans- Marmulacrune Coined l5ruslinse-& warrem V,ridded W Validated Submitted Fad Aconoyed A,"-d 211111 _T= V,,,I,n M-f,,I,- Contact Ventilated 1W Validated liubmitted F8C Awroyal A,-,d it" T Varstain Manufacture Contact Enmew a 1.1conso Validated By Validated Submitted MAIllargy'll Approved status 9 i. Therma-Trui Fiber -Classic and Smooi configurations) Nominal 69#319�8 Squotllon-1 mipacti%quot Glazed 12131 r2M No yes No NIA Affigmansa 2D20 PST lnd,.t,i.c Jans Rosowild W-A.D.d. OCCO - CER Monni-Dride ECCO - VAL 1 lMr2020 11105IM20 1111 lrX20 Applouad R"iturin 2020 sit Wirdlovs ard 0-a BrontSti Luis R Lornas, PE Steven M Wch P6 1=13=21) 1010anD20 i'31101:120 12tl5=20 Approved Aftimiston 2D20 POT nou.Ine, Jass R.-aski h1himl-D.ria IRCCO - CER Miamr-Dade SOCC, - VAL llioii= 11,05M20 11MV2020 Apprcued Cornpostas Edge Fiberglass Single Door Category! vvindo'c's (94i) 486-OIGD (?86) 3i5-259,1 coleacury! windr- (717) 365-3300 PE-62514 (717)317-8454 category: ViAnocurs (941)48"100 (786) 315-25N OnsvvinglOutv,vrig: X configuration) S.bC*.g.,Y-. Fl..d jr.7A,sklgjPgl1ndkIsgas a Sk,bCwt.Wry: Mishons lbsitlitigorgInn.d.00m sullocall-gary, Mulons jrwoorski(lipgrindistriesc 10 I. Therma-Tru Fiber-Cessic and Smooth -Star Nominal 6'8 &qUot;No1lmpacW,quctt Glued 12/31M22 No yes III. NfA C.r,pll-. 111.1hou: Ceflhlctifi.� Mark or Uvfing = Compliance Method. Eval,nition Report from a Compliarroa Method: CeallastiN Mark or ulami on, Composite Edge Fiberglass Single Door Wth Florida Registered Arrhitea or. Licensed Florld. Sidelile(s) (Insvingrouls,ving; XO, OX a QXO FLQ4344124 Product Picifirsekimil Engine., FLAMA131iii milfigurations) Assurance Aricarovadfortles, A,,,v,d far i ahead ussion, Many Assurance A=uv,d for Use A.,.v,d for U, knew porder, 11 k Therma-Tru 'bef-Clusto and Smooth -Star Nominal 0#39�8 8cluciii mipticAquot Glazed 1213V2022 No yes No N/A S_# Produr'l, Mo,dol, Number ;,c HER prooxt mirgdollon CoCuality in Hyliz outside HVHZ 110.1stant P-, FL*15163451lincid,ot, asal* Product Model. flumberor "M Product Discriallor Contract fiephrallori clarn, To HVHZ Outside HV Resistant larsasun. Z Cornp-sia, Edge Fiberglass Double Door wth or Without Sidelftes (Insvoing/Outraving, XX or OXXO 5 PW-5526 0-ani. Misall. Impact! %A,iY I'vel Wnd 04M/2025 yes y- Y_ NIA Oughtnt Assurancki 4,,r,,d For Us, Acurs-adfroUss Innakent posegal, I Mullions for All Doors an d Window 9 Alurrinum Murillons W26M26 Yes yes Y. NIA 12 1. Therma-Tru Filber-Classic and Smocilli-Star configurations) Nominal 7'0 &quoLNon,l mpactilquot, Glazed 12131r2022 NO Yes No NA 15MA 2 e[gMuCt Model, Muncie aw- 11,12m, S78, Product D-INI CM*W Expestlor, V..i,.l Ad.n,mr, M.Ihor IMInC24 two I,, HXMZ N. outside HWZ Y. R,,Nt,t Yes P,,,,, WA Cornposite, Edge Fiberglass Single Door (Inorivingloutswingi X configuration) 13 m. Therm.-T. Fiber -Ca... and Smooth-Shor Norninal 7&039;0 Siquot,Non-I mpm%quot: Glazed 12411=22 No yes No N/A Composite Edge Pilsergesa Single Door wth Sidelia(s) onswingtOutsyAng, XO, OX oc OXO ocilligurations) 14 r. Theamna,Ty. Foor-Clamic and Smo.th-Stlir Noirrim) M.939;0 S,quatNon-ImpaoMquot, Glued 12aI12022 No Yes No WA I Z Composite Edge Fiberglass Single Door ona,vangloutswing X configuration) 15 o, ThBrina-Tru Fibel-Classic, and Smooth -Star Norrinial 8':0 jquot.N.r,Impscr&quoL Glazed 1213112022 No yes No NA Composite Edge Fiberglass Sing le Door with SdalLefs) (Inswrig/Outsyring. XO, OX or OXO Florida Department of Business & Professional Regulation Pog.1 .ft Florida Department of Business & Professional Requ lotion P.g.2d2 Florida Deportment of Business & Professional Regulation Pali, 3 V4 16 p, Thern�Tru Foar-Claosic and Smonth-Star .infiguratirins) Ncwnhal 8'0 ",Ndr-I r,paCt5qU0r Glued 12/5112022 No yes No NIA Building Codes and Standards 10ml Building Codas and Standards 1WM21 Building Codes and Standards 3022023 Cornpicatte, Edge Fiberglass Double Door Wth or virthout Sidelites (I nsWnWOutsMng XX of 0XX0 Product Approval Application Detail Product Approval Application Detail Product Approval Applicallon Detail LU 17 q. Therma-Tru Filber-Clowic and Smooth-Stor configurations) Nonrnat 68#39:8"Non-Impac:8,quok, Opaque 12131 i'2022 NO Yes No NIA I � � i I I - - . - '� , '� -1, � I - - � I 1 I I � , , - , � , � I , - Composite Edge PlIcorglass Single Door With I I : I - . - , : __1 , I �, ,w_ - �, - " " I I � I I � I " . � �, '' , � I - , I I � ,','�,,-,!;,:� -:'' � � , I I I I I i I I I � I I I � I I I I I I : " , ,� 1� I � - � , .- � �� � "I - -�� �,-:_, � ., " ,_ ` , �_ � :� - ,� � - I , I : �, , � � . r, ": �', I -�:�_ � . - �_� �21 1 �, , : - I :1. - � ,:, 11 - , - � I - 1. I I - � �1, , , � F �', I � - � 7 - I . � - I ,-- �i , . , , _. , , ,� I I ". : I , " I � , I - '' ,�: I - �, 1, � I �, � �: � I � � : � �_ - �_ , � �,' . � " - , , ,���, � � - �' - - 440040 I .: ', , 4 , - , , ., :1 � , � � - - � � , I:- � , , , � - 7 '. j , I � I , I 11 11 - , , � �_ 11 " � I � , I I . I � � I I � - , -, - � � - I - I , '' I I z, �,, - � I � . I -, �� � I , � - - I :� � �, I . I I I I : - ; : I I I -- 11 - . . � - I T.,..m(ln.w*Outowng� OfXconfiguration) - 0*9* 11 � �, � , :. I 1 7 : , , � �,- ,_-,:_��:- , I - I I " , - , � I :, , I I 1. I I . I - - I . I - 1. � , I .1 . I - , -_ I 'i - " , I I _'. ., � I I � , - I - � , .1 . I � � � -1 -, - I - , -_ , I , �_ � " � I . �� . I - ,� � ; . I _� - - 7 � �, � , ; , _ -, , .1 I . .1 , " ,.� - , I _11 , . . _:1 1-1 I I " is r "Themna-Tru Rber-CLairsic and Smodth-Star Nomirtal 69#39;8 &quatNon-I mipactiSquot, Opaque 1=1= No Yes No NA code Entifty or QALI 292 Ono Pwrdng Doce rock, 2M 2w Dam Pmclm 292 9201 EMW , Dot. 291 Dot, P,di- 21112 C.rnpiciarb. Edge Fiberglass Single Door ,vitht TVAM version M-f,,t,- Conrad Eminnue, a Lksons, Wedged IS, Vm".d Submitted F5C Arsimsrital A,,,,,d Mal, Mail, V,,i,, Manufacturer Contact Ball.- A jupons, Validated S, Validated Subirstruld FSC Actmove A ... vad St.tuo, I= Moratoria [ftn,f,,I,,, reoula r,,i,,, & 1.1come, Validated 0. validated aultumiliti F15C Ancrovall Aparosad ALI" a,di,lutof.) add T.n..m (I n-nglOuiswng! QIXO. Rerviskin 2020 Jamss Hargis Suilching Products. Inc, Chad Dionvis V Andmw Ton John Southond. P.E. oi/05=21 lVi4,2020 01,0612021 ofing FSC Apts. Reemsion 2020 Ahilds Nick Thcmloson Lyndon F. Sdmikit. P�E Ryan J King P,F )2tI512D2l 02/15r2021 02r22/2021 04/13*021 Appr-d Revision 2020 OAF Michael Sb,h R.tart Nornirei John W. Knexeyfich, PE QJISQ022 12)17M22 12r2WO22 0210712023 Appr-d 19 s, Therme-Trui Fber-CLassm, and Smooth -Star 0/DX or OJOXO ocinfig.ratiori,) Nominal 6U3g;8",Non-Impaot8quot Opaque Ini/2022 No yes No NIA Category: Panel Walls (Xg) 541-8359 PE-81662 fj5Z W-2520 Cat"ory: Paral Walls, (330) 922-23BR PS-43409 iS13) 767-ESM Curnegary: R.ol (800)766-3411 PE-59156 iM4) 7T2-M4 Composite Edge Fiberglass Single Door vvith IllubCation,Fy: adng chad.dkin.ki,@jamrshardl Subcaltigrary, sollits nthomic.one"Wer - SubCal.gary: Astir" 'hI'g" nristroh(Woo. nj Sidalilvl(.) (I n-vingtO.tavving, XC), OX or OXO Compliance Method: Evaltiaticri Report tom a Cornpll- Method! Evaluation Rsp.rt norn . corraillartat Method: Evalusion R.I>Nt .. I Continuous Head And S311 configuration$) Florida RegishirmclArchiftect or. Licarsed Floride I'lord, PagateneAr,hiliet or, Li-..d Fl.rfid, FiNds RegioteredArohitect or a Licensed Florida 1\ 20 t Thermo-Tru Filber.Classic and Sndooth.Shrr Nominal SU39;0 Skq.ot;Non.Ift'4ca&S,quot; Opaque 1213112022 No yes NO NIA Prot ... Nia Engine. P1.11aMcne Enarals P,.I-bn,l Engineer \\, Composite Edge Fiberglass Single Door wth S"WS) ons,virgiOubs,mrig; XO. OX a OXO 1`4131192-fullarod,c),; F0015272,1113 Products FLIN101124433 Products - ,/ Continuous Head and Sill configunatoriS) QuallwAssuranica Acceroviefforluse Arveytil for thes lelliect Design Caudits A,,,-, Acer,ged for U, Ackrosel for Use ww1MEL gilim Oustry Assurance Apromrod for it" Approved for bookstall casket , 21 ., Themrsi Fiber-Clastito and Strickoth-She Nominal Wleg &qWtIon-Imoactlilclucli Glued IV3112022 No yes No NIA Goa 0 Product No". Number or- No- ProducT Dourkitho Contract Expiration Date In KV,IZ Out" on Resistant Premro Sel is Pred-t Model lilurnhor. Me- Pretkutl bascripbon, Contract Expiration 09. 1. HvHZ "Ado, HVHZ go Pressair. Zoo # Product Modall. NUMIS' W Wall Product Vescriptori Contact 90rallon, Due hi HVHZ outhride H Resistant Promrk _-.1" �/� Composite Edge Fiberglass Single Door wth SicWka(&) ons%vingtOurtevAng� XO, OX or OXO 1 (Cempliank Lec Sidsmi lbrielensint aptriding 12*0023 yes Y. WA N/A 1 a. 1,qua,21-8quot: Solid Vent or Sold V" Wfk 12J31=3 No Y's No NA 1 OAF Asphaft Root Sh triglas for use in F RC, nw-HV�U Fiberglass mintm.,; 3-tab, ]-noted, 5-tre, and 12M&i2025 No y" NIA NIA Continuous Head " Sill mrifigurytions) 2 Hard.Pleik Lisp Siding Ills, -mint top skling 12131,2023 Yes Y. 141A WA 2 b� &rtud,�Allihk ... 1`411,tnid, SOM vant -Sold Vinyl scifilk 1 Ml rN23 No Yes No NIA jurmdicUM5 hipiridge ,spholt string" M . 22 � Theirria-Tru Fber-Classic and Smooth-Strar Nominal W39; 0 " Non-Impacitl3quot, Glazed 12J31i'2022 No yes No N)A 3 a. &,K,c1LGbr%v Vintage Besdodii#39: Son Vent or Sold vVyl SOM 12131,2023 No Yes No NJA C**j , . - kca, Composite Edge Fiberglass Sirol,, Do. vAth 4 d &zud,Ds&rPcd: Son Vont or Sold Vey! Done l2t3lJ2023 N. Yes No `IJA C= := 03 -= Sideilto(s) (In.oAngtoutsvAng: XO, OX a OXO 5 o. &q..t.Charte OakS,quod; Soffit Veit - Sold Vinyl Soffl, I Ml 12023 No yes No NIA " :> LLJ Continuous Head and Sill configurations) QiW2022 No yes No NA 6 I 8q-ct;SuWSPa-&q-cK Skiffit Vent - Solid Vanyl Sonit 12131=$ N. yes No N)A " a - -.5 23 w Therms-7ru Fiber-Cuessic and Smooth -Star Nominal 69M,S &quo,Non-Impaot", Opaque Fbarglaot, Door Parkate Ath Varied (=) r- L cl- = Composte, Edge Sidelitio(s) �lnsverg/Outaviring, XK ,*Q� or XXXK all- 6 = = to 11 C ) C14 configurations) NO - ,I= M >< 24 x. Therma-Tru Fiber-Cassic and Smooth -Star Nominal 89#3G,O &q-thion-Impaict8quot Opaque IV31112022 No Yes N/A _; 6,_ = M_ CompositeEdge Fiberglass Door Pan" Ath Vented . (n CC C= - Sidelihi(s) onswriglQuiewing. XX X)(XorXXXX (h .= C,4 _= 25 y Thernrot-Tru FiberZiessi.cindSmoothStar config.naticirm) Nominal MX39;88quc�Nor-Impavt", Glued l2tW2022 No yes No NJA Ch -cc 11 C= !2 cla Composite Edge Fiberglass Door Parkent,sith Vented 3: Z Zia - C3 Sidelie(s) Qn.wilglOut.wing. )Q( )O(X or X)Q(X Florida Department of Business & Professional Regulation Pagel of I Florida Department of Business& Professional Regulation Page 1 all Florida Departmerd of Business & Professional Regulation Pagel of 1 =-= w norligunsti.r.) Building Codas and Star ridards, low,021 Building Codes and Standards I rr" Building Codes and Standards IS1021 . Lu E - == 20 z. Therms-Tru Fiber-Classicand Smooth -Star Nominal 88,003R09quatNon-Irripaothliquot Glazed 12131i'2022 Composite Edge Fberg W" Door P2 rels, �vfth Vented No yes No NIA :. CD p :5 L) . - .X Sldheliha(%) (Inawng/Outswing. XX XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1= 3� 27 za. rherma-Tra Fiber -Classic and Smooth -Star conNurations) Nominal dM39.8 &qudLNom-Irrpact": Glazed 12f3112022 No yes No NIA I - cc 3: 2 a) cu, = - 11 � � - ��, I - 11 I - I -11 I - . ,_ , I " - " , � . , I , '' , I I I I I � . I � I I I., ,:, �, , : -, ;" , - , , � I , . �, I � I - . . 1, 1 - I I I I , , , � I , I- .1 :��'�7, '�,', , -- , _� _�' � "I I" ; - I I- I I I , - I - , , � , , , I � � I - - I 1� I I � -,, - , , ComposteEdge FibergiawSingle Dowwkh3'0 I - � - , 440*:11I . � - __ " I'� , , , �, I . I 'D - -, - , � " - " - , _ �, � - - ,-� � I � , � - , - 11 Y - , I z - , - - -1 � � , , � . � __ �, �:,',' "�: ��:�' - I '_ I , �, , , � � �, - , . . �� I - � 1, � , �' � r; : , " - '. - � � , - :, �� , , - " - , _. - , " _f- , I � , I ,_ I i ., � - . i- . - I � � '' I :; � I I �, I I 11 I 11 I I � I I � � I . I � : . I , - , : : � I . �-, I �� I I �, -" " � � : � , � �, � I I I I I I I I - - , I I , 11 I I I .� I . I I .1 � I . I I - .1 I . �� - 7 � I L� � �, � ; . I - I I 1j%ftw _� w - :11, I - "", : � I , - I , I � - -, , �, �% � 1, I �:�,"::� , �,� : , � , _. . , , I � .. �, I - 11 I � : I I I _ , I - I- .1 I I I , � , �': - , . . . . I - � " � I - , j �: , � I .. I I 11 I I I I � I i I - = (= SidelWs) (intivAnglOut5vving: XO OX a OXO Qft ", , 211LE 2" Due, ftodino PAS Code Entity or Date Pill Date Ranging -fts Code EPAW or gets Poindris One 2111.1 292 �� " = .2 >, 28 zb. Tharma-Tru Fiber -Classic, and Smooth -Star configurationg) Nominal 6&#W;8 S,quot Non-ImpactS,quot Glued 12131rZ022 No yes No NIA M= Yemen Mararwaudir Contact Enal,wr4k License vAd.wd as Validated sularifted I'SCA-anytil A,,,,d a" 1121 V,M,, M,,ft,tu- conaw Emihno,a& Li-,, Validated W Volidgeel Submitted F8C Anti A,,-,d it" 7Vp, Version Manufacturer Contact E,,V,- S. Lt.- Validated Se valid" Submitted PSC AWroval APP,uoul So.t- In '8-- Composite Edge Fiberglass Double Door vvith R.,4,4., 2020 TAMIKQ Building Products LLC Karl Ed. Robart NionninNi John W Kno,covich, PE 1Q(04/2= ow9no2c l(WIM020 12MSrA20 Appr..d Revision 2020 L V Threipson, Inc. dba Thompson Aschitectufal Tony Chdiuman Zachary RL Fite Steven 9 LWch. PE ow 7=20 ordifino2t) OWWD" 12115=20 Approuad Revision 2020 Floddlis Uft Products In. Clark Jona, Jam" L Bucket P E.42 Steven M. Urich PE 09127mw aar2s=cl 10104f2O7O 12firm7o Approved = r= 303-9.08idislites, drs,sing/Oulavving, O)Q(0 category; Routine 4417) 624-8044 PE-50166 f954) 772-6224 votes Company (TAMC on 4 813� 248-3456 PE-74021 f7l7)317-8454 Catolgirrin. cooling 1904) 7834400 CRUCKIEntemerg (TIT) 317�845,1 CD configWrabion) Subcategory: Underlwyments ker-aineCterrillim, com Coinsurer. Fooling tanygignmehilroalklacom "Category; Rooling koessinies, the are re darkollenroccin P&31242 =_ W 20 zQ. Th.-T,u Fiber-Clation, and $mooth-Slbur Nominal 8',. _-,,,,,-,,. 1,; Glazed IM112G22 No yes No NJA ConVilentat Method: EukIliteran Report tom a Subcategory: Rooling Atoescrifles that are an integral Part .fth. Rooffing System - Composite Edge Fiberglass Single Drics, with 3"M Florida RWMmd Architect or a Ucarsel Flonde Ird,gral Part .fth. Posting Syst."' Compliance Method: Evaluation Report from a 12 Sicl.lite(s) 0 nikywingtOutowng XO, OX or OXO P,of,taione Engineer Compliance MemD(t EvokAWIM Report torn a Florida R.SlifleeAlchifte.t or. LI.-.d Fand. 30 zd Therrn.-Tnu Filbe,-Classm.nd Smooi m1waglao'ne. ;�� W �: 0&q..t.NorImpac*uot Glazed 121al 12022 No yes No NIA Florida Registered Architect cra boesood Florida Profe-onal Engineer Prole,saim.1 Engineer Composite Edge Fiberglass. Double Door with FWW14tilliforducts Futimbilli Products 38AW,O ScIalltes, (lnsWngK)utaming; QXXO Qualitv Assurance A-,,,d For Us, A--,d for Us, IM" paid- F LAM M "31 Products 31 ze Theirrinct-Tru I'llb.,-Chassne and Sinooth-Sta, configuration) Nominal 7&#S,,, ,quol, Is ........ ,Z,Ukcruot� Shake, 12131 =22 No yes No N/A 8-0 ProdurIt 110", Numb, or No- Product Dirim,hatign C,*w Quillyalier, Dot, in HVHZ ok,load, i Restartard Pmmm Quality Assurance Apormoforthat, Awroved for use MM 2190 NMI ��!"Ar MOM QuAb Assurance Product Description Contract Exagirollon, Aroraved for ust Awr,vad for Use impact Dealer, ", N,HVMZ owed, W&Z R,,W,,t P,,-r, Series Composite Edge Glazed Fiberglass Single I TAMKO Root Undendaymerit. (HVHZ) Roof undodaymonts lor.t. In F BC HVHZ 06M/2023 Yes No NtA WA "a = "I No- Prothict, D,,M,I,, Contract Exemption Do. in mi Quisid, KWHZ Roatstiont Priunnunir 3 0 RldgeV.N&qUo1� Alumac. Roge Vents for pitched root fabricated 1 2,131 t202 4 No Yes NO N/A Door .th or vethout 1 U30:2 Sidefile(s) 1.15dafts I Vent .0 Doff. for no 20 ga, static roN.Milator Hth cars OM/20W ycs Yes NA WA from 0 026' Aluminum (Inowng(Outtly.ring: X OX XO or OXO configurations) 2 TAMKO Rod I.J.d.d.yments �NDWHVHZ) Roatindersyntorts for us. In F 3C n.-HVHZ � O&M/2023 No Y. NA WA 2 TAMCO Gooserack Vert 20 go. 09/08/20W No Yes NIA -OL52,5 jursattkIns. 3 TAMCO 0"Idge, Roof Vmtv,fth Balk 213 Va. static rool'sonfliator0th Integrated baffle 09MI2026 y" yes NIA WA 4 TAMCO Round Top Off -Ridge Vent with Baft for No 26 DL stalic rool'yoxilliater wb baffle Ong/2026 Yes yes NIA NA Fields Department of Business & Professlonal Regulation Pagel of 1 Florida Department of Business & Professional Regulation Par I oF3 Florida Department of Business & Professional Regulation Pagel dl Florida Department of Business and Professional Regulation Building Codes and Standards 117=21 Building Codes and Standards 117=1 Building Codes and Standards YW2023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Applicalion Detail Product Approval Application Detail ProductApproval Application Detail U) � � � I -I , � _�_,, � - � I - . code I Ito varshorr I � ,_ - -_ - 11 I �, - ,_ , � , �;_ , 1 1,11 I- , . . - �. 11 I - fillossufachmor I - �� ;" _ , ,- , , , , , 1 �, - _ ,, . . - , - , � 1 ,,7 , , - I - �, 1 17 � - � I., �. I , I � . I � I I btRy cortool - - Validated! By - I I I � ,_,, - � I . - I � � I I � I . " , 11 . I I , I , I Due Ddo Date Pending ONO Validated Submitted F5C, Acrmyni Aricareld status , � , ,- 09"" I I I 92118 I= Vesion - '11, 11 � � ', 11, _ � , � "I 11 � 1. ,�_ - Z 1� � : ' I "I I . - � , r , r, L I Manufacture , . I � -1 I - I I I . I � - ; � - . - I - I I I '; I �, � � - I -:: � -1 I � 11 . I -1- - � I � � : " : x�. I . I � I E,WW or . - I Cooled Enalmene & Uormoss Volldd,d Ehr � 1, � I I , - 11 � , - : : � I .1, I I - - I imi I � 2111,111 volideted submitted 11 _,� I �, __� -1 , � Dot, Pwridim FSC A,,,W - I � � �:. __ - , � - I 20 Amnsosel - . - �, - - - ,� _ �,, , - �� at" ,-, ' , I � : coo PM Verl ', __� " _,�,- , :- - 11� ,-, , , , ,� ;:, -, -- �, : A, - ;` �� " - -, - , �TL 1- , , , � , :,--,7 , �,,, _:� ,.� Marturfaillyror � ,__ ', I'll.: I I 1 � I I- - ' I � .1 I � ___ 11 " �.. I � I �,,�:" ,,� - _' :, �� �� , ,- .,L, , 11 I � - - - - - filuty or � Contact EDjalntK & U�M V?jd%W ay - - I �, � � . - - -1 I , � - " � ..... �. , L . 7 , , � , , , ��, I - I, -11 I I Duke 21L. Deb Plandinig - Dies Validated MmIttod flICApiroyal Amp status " FIL#52159-R31 R-nion 2020 Lcmiinco Ken. J.1ley Jan,as L. succrer, P.r, Steven M, urick, RE 111231202D I U23Q020 1 1 r2w M ring RIC A� Revision 2020 a-) R.dirg --- R.blri LAPIAC UnIfism Evoluiltkx� Gary W Walker 11/03=20 1142r2OM 11IM2020 Approued Revitim 2020 Global Protection Products. LLC. Th, Robinson VAlter A. TNIR Jr RE JchnW Krasvich,PE 0910812020 D9/0&7202D IM1)2020 12)16M20 Applo,el (D 901 Entily, o PA-9 & =1 am 20 Status Category: R.oIng (501)983-6163 PE-31242 t717) 317-8454 Call.gory! Pooling (601) 380-6091 Services LLC (205) 854�01160 CaNgary: Shutens i954) 989-754i PE�41137 (6154) 772-6224 RK! Version Manufacturer Contact F.aglneer & Validated y Validated Submitted EMAL9, ARDryved Approved S.bCatiagarr- R-111m; A.-.W- that asim line"PartottheRacifiraSystom 1,01I.Yelointenco,cm SubC.t.g.,r. Ro.ing Tiw� Compilarva. Method: rvoluatio, Report ftm RocriAnderadmilibetaLoo m Skibcatillikiry! atorm panas ti.-tormonagpli Revision 2020 POLYGLASS USA Maury,Alpeft, License John W 10126f2020 10/22/2020 FBC 12/15/2020 Courpharlow Method: Evaluation i Wom a . Product E,olustion Ent,ty ComoLves, Method: Eltiluation Report tern a Forkla Registared Architect or a Licensed Florida in Category: Roofing S9542331330SmaIperb@po1yglass.conn Robert Naminen Kri PE Ammul FloridaRegistereclArchitectora Lic"oodFlorida. FLAUFAM2 Ft,,M,t, Prokessorsid Engineer Subcategory: PE-59168 (954) 772-6224 1110112020 P,ofosinwrg Engineer Quality Assitorronce Amoved for Un Awroved for Use limpa" Doslon F1,01-5976-lis wriduote Underlayments FLA1720174ftProducts, LUA Progluct Chatterlobw Contrast Exciradl-Dar, MI outside HVHZ Rienstoot Pr es . . Quality A broact a Compliance Method: Quality Assurance Acerovidl for Use Awned for On kratuil Deal 16 e!�_ftVM,`t,w-S,d., Sot old English Flat Profile � Delve, CC 12131 Q020 I'lo Yes N,% NIX At" Product Made. N,,b,,, Name - - ce Pr,,- Droarlatficin Contract excitation orate Ardi y4o A--d hit U, -- on ll Ourtaid, HVHZ ite,J19,id pro - E Evaluation Reportfrom Ai Product Made. Nurriter or Name Pioduct Direcricifirm contradEllorall-Did, in HVHZ outside HVKZ Resistant Pros- Thatcl, &oMp: kinpul 1 20 Gage Golvantnad Sted Storm P.nMVHVHZ a Florida Registered I Deck-Airl DA-4 or TRI-Buili DA-4 Los, Prcflv, Polypropylene Risen Root Vent 1211012025 No Y., No .97�5"7.5 IT SONY NO - state Shake Amp: Son Shake Flat Profile - Stockton CA i2131r2020 No Yes NIA NIA Corrugated Gal,arize,ii storm Ptme,ls retentol 12131/2023 yes, yes, ya, WA -4--oll Architect or a Licensed MedharlostyAllacned to Plyuioad Deck 1 1: S.-y GOO - -%is ' Shok. Attrmp: SjAit Shake Sax. Y 700 - Shake. Slott, Aiump� SPIN Shake Fiat P,cf,* � call.. CA 12t3l/2020 Flat Profile - Slocktor. CA 12MIW20 No No )(.� Yes NIA NIA WA N)A 2 24 Gage Galvanized Steel Ste" PaneISM14VHZ or not by t..k, to Provide h....a dr.t.chon Caruilated Galvanized Steel Strohm Panehineared IMIQ023 NO yes yes WA a) Florida Professional 20 27 Sexca,YTOO-Shalkii, ShaleAunm,:Split Shake T.1- Espim. J [Mic.ione FleProfile-Ral. CA 12131t2020 High Prefil. - fty� TX 12i'31=20 No No Yes Yes NA MA WA NJA or w by Inicks to Provide hurticam prawon =:3 (D 1 Engineer FLO6259-RZI Products 28 Virs Lw Profile - Katy TX 1 mlao2o Nic Yes N,A NIA C_ 91111111111YJAU93M AMEgindIQLYM A%TM29J2L1L" 1MRW Deal U) 8,091.11, Product Me", Number or Name Product Description Contract Elgl6ral fix 14VHZ Date Outside HVHZ R"stant Press= I Polyglass Roof Underloynnents Rooling underlayments 10121r= No yes NIA +WAI-622Z M 1 Polyglass Roof Undarlayments �HVHZ) PolyglaSs roof underlaymentsfict use In FDCl2f2W2C23 Yes No NIA N/A � KVHZ jurisdictions. > 2 Polyglass Roof Underlayments inon-HVHZ) Polligass; roof underlayrill for use in 12123WZ3 No FRO ron-HVHZ jurlarlictione, Yes WA -WAI-6225 M 0 Florida Department of Business& Professional Regulation Page I of I Florida Department of Business & Professional Regulation No. I all Florida Departmert of Business & Professional Regulation Page 1 all 1 Polyglass Root Underlayments MHZ) Poli roof underaymenti for use in FBC1 2123r2U3 Yes No Ni INA Building Codes and Standards 112542022 Building Codes and Standards IIN2021 Building Codes and Standards 11,712021 L_ HVHZ jurledicli > 0- 2 Polyglass Root Underlayments �non-HVHZ) Poli roof undertayments, for use in 12123=3 No FRO nonHVH1Z jurlsidlotlon.. Yes NIA -WAI-022.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CL I Poiyglass Roof Underlayments, (HVHZ) Polyglass roorundedaymentsfor use In FBC1212U= Yes No NIA N/A 1. I -1 I - - � I I I I - I I � , I , , I � I 1, I I ; - 1. . -1 I I . I � I � � I - I . � � - -, ,,, � � I HVI-lZiurisdictioris I I - - I - I - _111 - ,� � , I . I I I � I I � �� -, - I .- I I - � I , � I , � , � I'� 11 - I I I I - - � - � , . I � I I _ I � I I If I I . , - I " � I - � I '' I - . I . - - I - I . .1 I - I I - I 'I �� . � 11 I � I f1dal .1 I I 1, , , 11 � " 1 I - , , 1 '' I � �, " � � I -1 , � - I I - � '' - I - I I - z - . I � - ,��,, - -1 11 I � I ,,, I I - I I � -1 _. . I - �, I I I . I I -1. I �� I . - . - , - I . ., � - . I � . . " � I � - ��,,_, � � I �, 2' : � -� r 1 - -_ � . 11 I I I - 11 � L: �, 11 - �, I , �_ � I �- ,2 -'- , - - , , - . I - , " ,� , I � I - I - � .- , , . : ,�� . 1, - I I � I I � - I I I - - I � � � _. I � I .- . I � � I � � ". � 0 < 2 Polyglass Root Undertayment% (rion-HVHZ) Poli roof underiaym ants, for use In IV2N= No yes NIA *WA,r622.5 Code Entitit ,� 2iA Q& Date Pandino once gildt Ehigy 21I 2111t out Portion 11fift , C&.6 --- I - - - I - 11 I � 011i I - I A" 20 DOA Pondno "a FRO non-HVFtZ jurisdictions. T_ Version Manufacturer Contact Enameno, & 1.1centre Validated , Validated Submitted FEC Approval Approved status I= Version Marrufactumor Contact Encurnew A, theories Validated EW Validated figbyrifted F5C A-19 A--d go" MW Version K.-floctum, Contact Erldrutow A, Liconow vegetated ax Validated I%tomm FDIC Approval Atiorrisead Status L. -&-all 1 Polyglass Roof Underlayments (H1VHZ) Polyglass roof underlayments for use in rBc12123=3 Yes No NIA N/A Rovism 2020 All American Shutters and G hiss M ka S.r1oks-i Frank L. Bennard.. P. E Troy Birlhop. R F. 10/2812020 10/1 5r2m 11/05121120 1211612020 Approved Reuislor, 202D Alpme St-rit L-4, ICC Ese-fie, Service. LLC Willisom M Roman, P5 1013112020 1 )n2/2020 I 1YO512020 ll/051%20 Appr.,d R-skar, 2020 Commercial Concrete Products.ric, Robert arts Somicol A. Groorti John Hoy 1211SM20 12flam2o ID21V2020 clirg F5C Appr. 0 HVHZ jurecliclickris. Category,. Shutters (561) 712-9882 PE-0046549 (954) 947.M80 mikelbQallamnaldanalnuffe, Category: Structural Coricio ... is 5.1cCadeg.ry; T,- Plot- (3211 710-3377 (407) 681-1917 sl-IsO.Pnet�, com category: Structural Components ((W)8%3707 PE-34245 (S5Z 588-5311 = 2 Polyglass Root Underloyments (non-HVHZ Polyglass roof undeHayments, for use in 1212312023 No Yes NIA -MAI-022.5 SubCat"ory, Sturm Panel, Su"alleipiry: products Introduced as a Result ot ,in,cestoe.,cryisho. c- FRO non-H)WHIZ jurisdictions. Compliance Method: Evaluatim Report from a Florida Registered Architect or. Licensed Florida is win Cck.I Mal Evrikiew Re,p.rt it- . Product Evslustion Entitir N-T.Wndogy Compliance Method: Elevation Report from _0 Professional Engineer a Florida R,9I,h,nrdAr.hR.d Lican,ad Fcdde, EL#1 SOW Pyad,ols or, P,&-i.,J Engines, 0 rL#i 76WR3 Products Quality A.w,,-, Approved for Uses AW..d far U. raised Dam- Sao a Pwd inct Model, Nurn ber cur Nam. Quality Assul ran AeonevedfairUse AporoveciforUse Impact Design Product Description contract Expiration Qatar in HVHZ Outakle HVRZ Resistant Pressure am# I Product Model. Number or Nam ITW SCGIA01ne Hli Stiangth tH iierp: 8) Product Dwriollim Contract Expiration Metal connecte plot. 12/W2024 Dee In HVHZ Yes Outside Hi Yes Resistant N/A lareskstirs NIA FLMT74-.UPro Qually A,-- A-v,d for Use Acurcivad for Use Imeact Doug- a - I 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Stomn Paris. 1 W31 Q M yes yes yes, WA 2 TW BOGIAlAw Hype Plate metal ConnKtor plat. 1213112024 Yes Y. NIA NIA ftu Product Model. Number or Nam Product Olderig= Contrad Excilrattor, Date In HVHZ Outside H Invoked Pressure < 3 111N BOGIAlpine Twhar Metal Corrimtor Pon, 12J3112024 Y's yes N/A NIA 1 Quality Precast or Commercial Concrete Products Procast and Proeassod Concrete L,rt.la DS/250,24 N. yes N(A NIA 4 TIN RoGAIP. W.. Metal Connector Plate 12131=24 yes Y. WA WA (D cn _+__0 ICU 0 00 =3 < 0- Florida Department of Business 8 Professional Regulation Peg.2.1`2 Flonda Departmert of Business & Professions I Ragu lotion P.g. I 0 I Flonda Deportment of Business & Professional Regulation Page 1 02 -0 Buildi nq Codes arid Staricka rds 3a',023 Building Codes and Standards W412021 Building Codes and Standards grara2i iiii- ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail 0 L_ M . � . , . , � - I I - � I .. I - I � ��, I 11- ,1_1 I-— I , � Z , 1 � - , I , - , .1 , - � - - . . . 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Writes Steven M, i PE 11/1612020 ililGM2a 1112=020 A;)pcoved < cattagewy! skructumi comporerds (952) 89S.W35 LLC Crillogicsy: Shnictinad Componert, (253) 924-0470 (606)639-328a critilgary: Panel Wall, ,40�) 509-2008 PE-82514 4717) 317-8454 a) SuKid.gc,ry; Trum Pates -.1ditntil,ii,co. i205) 599-98M S.I,C,tegory. Engri,ene! Lumber Compliance Method: Eusluittlerr RooNt from a R*betB,W1,,ir@w&ywha ..arso- subcategory; Solfits ii1phisluminumi-@yalho Z Cornii1lance Method: Evaluation Report ft. . Product Evaluollon Emus fLXM74tl I Prod-1 Evaluation Ently Products Carripliante, Method: Evaluation P.pon Imm is Forlda Registered Architect or a License,: Florida Prore'sirii Enon,as, a com __j Z rwilisr-IIIII) Products < Gu*lvA,- A-d fo, Use Aria,oved for U, Im.,ot pasha, Quality Assurance Aoogr�d for use Acerinted! for Use Inicract 22OU FUM6644-R3 Produce, 61-0 is,shict Modal. 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Wood 1 4 MT18KS i8 ge, high strength trussoonnector plate 12Mi2O24 yes yes NIA NIA board RM Board 5 MT20H,9 20 Ste. high strength bs conoortar Palo 12AIrW24 yes Y's NIA N)A 5 W.yeffi.eus., Fill. Board Qjanli Strand Besid Film Goard 0313112023 No Y. NA NIA MEET NO. 6 T1.18, MTi8 IS ge truss conneeterple.s, 17J31=24 yea ye� N/A WA 7 TI-20, MT20 20g. t.....-displot,s IV3112024 yes ye, NIA NJA 1 I . 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March 6, 2023 PA 1 ■ 1' .1L i W �1/ U "� N Q � i Simpson Strop Tie 2020 FBC Approved Products p 9- PP Updated 12f302020 Simpson Strop Tie 2020 FBC Approved Products P 9- pp Updated IX302020 Simpson Strop Tie 2020 FBC Approved Products P 9- pp Updated 12/30/2020 Simpson Strop Tie 2020 FBC Approved Products P 9- PP Updated 12/3012020 Q p O ®For direct Inks to all SST approvals Mated beVow, CLICK HERE. _ For direct Inks to all SST approvals listed bNaa, CLICK HERE. _ For tlteet ionic to all SST approvals Nsted DNOw, CLICK HERE. -'„ , ,i.-. - For erect Finks to all SST approvals Nstetl below, CIIC K HERE. (D For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NCA). CLICK HERE. b For additional Infannetian regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NCA). CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System and Marro -Dade County Notice of Acceptance (NOA). CLICK HER " For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA). CLICK H ERE. .0) U U FL#2305-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- C =3 U CU 9116" and heights ranging from 45116" to 11" Concealed flange Al" Product Model. Number or Name Product Descrfntion Sea # Product Model- Number or Name Product Description Sea # Product Model, Number or Name Product DescrloUon version (HUSC) available for models having width equal to or O O 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-S5) 1/4"diameter Titan sinless steel masonry screw 1 A21, A23, A33, A34, A35.. A44 Angles 1 BT, BTB. BTH Brick Ties greater than 3-9/16" O L L O 2 APA21, APA4, APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12 CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 Q = 777 3 APB44, APB44R, APVB66, APB66R, APBB$ APBWR, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 C514, CS16, C518, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16" O LL_ _ FL#9589-R8 APVB44R, APVB66 APVB66R, APV888, APVB88R, APVB101O, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3-63SDS, LGU5 25-SOS Face -mount hangers Co O - 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2RE, APVDJT2-4, APVDJT2R-4, APVDJT2-6. Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers CU O ,egg Product Model. Number or Name Product Description APVDJT2R-6 8 fXSP, SSP, TSP Stud to Rate be 15 LUG28Z, LUC2102 Face -mount hangers Q L 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610. APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- �ths L 2 SD9112, SD9212, SD10112, SDI 0212 Strong -Drive SD Connector Screw 8 APL4, APLB, APT4, APTQ APVL4, APVL6, APVT4, APVTB m Outdoor Accents Land TBeam-to-Colun Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tedowm 5f8"and heights ranging from 3" to 10-15118 _ (n 0 3 SD9112SS, S09212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-50S, MGU5.25-SDS, MGU5.50-SDS, MGU6.62-SDS, MGU7.00-SDS Face -mount hangers t� C 4Z Q 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1 5, HSS2-2-SDS3. HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in wwdths ranging from 1.9116" to 5• 1- .Q . _ v) SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3 HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" bo 19-117'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858 SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJ73Z, CJT4Z CJT54 CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26. MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9115" to 3-9/16" and heights ranging from 3-1 rl 8" to 13-314" rij 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed Flange version (SURC, SULC) available for all double SDS2550C SDS2550D, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520085, SDS25212SS, SDS253OOSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116 o, 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16; LTS18, LTS20 Light Twist Strap 6"and heights ranging from 2-5/8" to 11-114" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RB 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#1 a667-R6 20 1_30, L50, L70. L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sect # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6663 Pre -Sent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/Z ATR5/8. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26. MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ AdjustabieStair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 SP316-2, SPl12, BP1/2-3, BP518-2, BP518-3, BP314, BP314-3, BPRTU03-4 Bearing Plates 24 LSSJ26L Z, LSSJ26RZ, LSSJ28LZ. LSSJ28RZ. LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318. CNW1/2. CNW518, CNW3/4, CNTW5/8-1/2, CNW3/4S/8 Coupler Nuts 25 LSSR1 81, LSSR21, LSSR2.37, LSSR2 56 LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD56. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97.. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 Zito 3- CTUD98, CTUD99 27 ML232, ML24Z, ML26Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Doan 30 SP1, SP2, SP4. SP6, SP8 Stud Plata To 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTU03B, RTUD4, RTU04B. RTUD5. RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26 2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Shad Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Gips 33 ST9, ST12. ST18, ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-11Z'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T1320, T627, TB30, TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tociown System 33 RTC22Z, RTC42, RTC2Z; RTC44 Rigid Tie Connectors 35 TWB10, TWBI Z TWB14 Wall Bracing 114" and heights ranging from 11-114" to 37' 12 URS5 5J8" Uplift Rod Run Tiedown System 34 STC. STCT, DTC, HTC4 Truss Clips 36 VGT. VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-78" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6106. WS108C, WB126, WB126C, W8143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- IM" and heights ranging from 11" to 32* FL#10441-R6 FL#10531-RS 9 HB series hangers Top flange hangers available In widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 30" ,&U Product Model- Number or Name Product Description §W Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 D7T2 Hold-down Sea # Product Model. Number or Name Product Description 1 GBH2 37x5.5, CBH2.37x7 63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-117' to 28". 2 HDC10/4, HDC10Y22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHLIT F series hangers Face -mount (DU, DHU) and top -flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in vwdths ranging from 3-1/4" to 8- 3 HD08, HHDO11. HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 718" and heights ranging from 7-1f2" to 37' 4 HOU2, HDU4. HDU5. HDUB, HDU11. HDU14 Hold-down 3 GBO Gable Brace Connector ranging from 9-118" to 23.15/16"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS. HGU5.25-SDS.. HGU5.50-SDS, HGU5.62-SDS, HGU7.04SOS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRC5.2513.25. HHRC5.37Y3 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" tit 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" tit 7- 9/18" and heights ranging from 18" to 26' 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1 81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1 /8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25•SDS, HHGU5.50-SDS, HHGU5,62-SDS, HHGU7 00-SDS HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-5/8" to 13-118" 1D PAI18, PAI23, PAI28. PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeabie/8kewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9MIT'to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBEA, TBE6 Truss Bearing Enhancer 6 HHUS26-2 HHUS28.2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5.50110, Face -mount hangers 1f2" and heights ranging from 3-7116'to 15" Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all noels having w ift equal to or 11 THA29, THA213, THA218, THA2115-THA222-2, THA413, THA416, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURG, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- m greater than 2-9/16".2, 4trJ THAC422 THA426_ THA422-2, THA426-2 118" to 5.1/8"and heights ranging from 4-314" to 15-314". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9/16" to 7- C= o 12 THAI1.81/22, THAl2.06f22, THAl2,1122, THA1222, THA1322, THA13522 THAI422 Adjustable Truss Hanger Sized for Wools Concealed Flange version (HSURG, HSULC) available for all 1/8" and heights ranging from 5.318" to 26" CV _ 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- CV 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32' a` t 15 THJM2-4SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16 to 7- 18 ITS cares hangers Top flange hangers available in wid ins ranging from 1-9/15' to 3- c i 1- o 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19-114". Concealed flange 518" and heights ranging from 9-118" to 16" y.. m 17 VPA2, VPA25 VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights '� X u- a 18 VTCR Valley Truss Clip greaterfromN 9 ranging 5.3/8"to7-1/4" •y o c= s 10 HUCQ1.8119-SDS, HU001.81/11-SDS, HUCQ210-2SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights 4 a !� SDS, HUC0410-SDS, HUC0412-SDS, HUCQ5.2519SDS, HUCQ5.25/11-SDS, HUCQ610 ranging from 9-311i3"ta 13-118" X SDS, HUCQ612-SDS ar c rx '3 i v riu y c l� � T T R� C E cc O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3a2020 Simpson Strong -Tie 2020 FBC Approved Products updated 1213072020 VTTr-w Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3W2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 C-1 O ®For direct Inks to all SST approvals Ned belay, CLICK HERE. ® For direct Inks to all SST approvals Isted below, CLICK HERE. - For direct inks to all SST approvals Ned below, CLICK HERE. � For direct Inks to all SST approvals Ned below: CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NCA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Mara -Dade County Notice of Acceptance (NOA), CLICK H ERE. For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), IrK H R . " For additional information regarding Florida's Statewide Product Approval System and Mam-Dade County Notice of Acceptance (NOA), CUCK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R6 18 S&BV1.56, SILBV1.81. S&SV2.06, S/LBV2.37, S/LBV2,56, S&BV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/F' S/LBV3.56, SILBV3.62. VLBV4.06._ S1LBV4 12, SfLBV4.28, S1LBV4-75.. S/LBV5.50 6 Strong -Bolt 2 (ST82, STB2.4SS, STB2.6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights 5. ea # Product Model. Number or Name Product Description 19 SlLTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSSSS) Titen HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3. LE05, LEG7 series hangers Top flange hangers available In widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2. THGB3, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2" 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 24 7BD22 Truss Brace Diagonal 8 Titen HD Rod Coupler rrHD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 TRen HD Threaded Rod Hanger (THDB25158RH, THD637158RH, THD37212RH.. Then HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114"to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7- V8" FL#11473-R5 FL#13904-RS (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Modal. Number or Name Product Description Seo # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-114'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3 52-SDSHOG, CCOM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3-62-SDSG, Masonry Per Caps 2 F-GTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62SOSG. CCTQM5.50-SDSG, CCCQM3.62SOSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H18S, H16-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24 HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Per Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,62G- 3 SET-XP SET-XP Hgh-St ength Epoxy Adhes ve for masonry Sea # Product Modal. Number or Name Product Description 6 HGAM10, HM9 Masonr retrofit connectors y KT,ECCLRQMD5.50G-KT 4 Strop -Bolt 2 STB2 9 ( ) f n Strong -Bolt 2 Wedge Anchor or masonry ♦� iI � 1 ABA44. ABA44R, ABA46, ABA46R. ABA66 ABA66R Adjustable Post Base 7 HHETA16, HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Tien 2 Screw Anchor for Concrete = 2 ABU44, ABU44R, ABU46 ABU46R, ABU5.5 ABUS-6 ABU65, ABU66 ABU56R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM263. LGUM264. LGUM28.2. LGUM28-3. LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 TRen HD (THD-H4SS, THD•H6SS, THD•CSBSS) Then HD Heavy -Duty Screw Anchor for concrete available In 304 W ABU88R, ABU1010 ABU101OR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, end 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ ABW7.7 Adjustable Post Base 10 MEfAl2, META16, META18, META20, ME-FA24 META40 MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3A2/9.25, MBHA3.12ill 25. MBHA3.56f7.25, MBHA3.5619.25, MBHA3.56/11.25 MBHA3.56/11 88, MBHA3.56114. MBHA3.56116, MSHA3 56118, MBHA5.5Cf7.25. Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head Then Turbo Screw for I w V, 4 AC4, AC4R, ACE4, ACB, ACBR, ACE6 Post Cap 11 MSTAM24, MS'TAM38, MSTCM40, (TNT) Anchor concrete or masonry 5 BC4, BC46, BC4R, SC6, BC6R, BC8, BCS2-2/4, BC52-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Twist Strap for Masonry MBHA5.50/9. 25, MBHA5.50111 25, MBHA5.50111 88. MBHA5 50114, MBHA5. 50/16, 6 C644, C646, CB48, CB66, C1368 Embedded Column Base MBHA5.50118 ICU 7 CBSO44-SDS2. CBSQ46-SDS2, CBSQ66-SDS2, C13SQ86-SDS2, CBSQBB-SD52 Embedded Column Base 6 MBHU3.56/9.25, MSHU3.56/11.25, MSHU3.56111.88, MBHU3.56114, MBHU3.66/16, MBHU3 56118, MBHU5.5019.25, MBHU5.50111 25, MBHU5.50111 88. MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-1/4" to 9.112" and FL#11496-R5 W2 ranging from 3.518" to 7.112" MSHU5 50/16, MSHU5.50118 Sea # Product Model, Number or Name Product Description O 9 CCQ-SDS2.5, ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-114" to 9-1/Z' and ,ggg�1 Product Model. Number or Name Product Description 1 X34B1016.5K, X1S1018, Xt B1018.4K, X01S1016, XQ1610164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L� W2 ranging from 3.518" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point Q 10 CPT44Z4 CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-R6 2 XL01I4T1224, XLQ11491224.2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EPB44, EP846, EP566 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B, HD5B, HD76, HD9B HTT4I f, 75, HTT5-3/4 Bolted Holdowns Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Mediurrt-Head Metal Self -Drilling, O 13 LC644, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500. SDW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22BU 4 XQ114S1224.. X011481224-2.5K X114S7224, X0112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point U 15 MP644Z, MPBWZ, MPB88Z Moment Post Base 2 SDWC15450, SDWC15WO Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46.. PBW, P806R Embedded Post Base FL#13628-RS 3 SDWH19300DB, SDWH19400DB, SDWH19600D6, SDWH19800DB. SDWH191000DB Strong-DreveSDWH TIMBER-HEXScrew 5 XU34S1016.. XU34B10165K #10-16 Strong-Dnve XU Metal Self -Drilling. Tapping Screwswrth 17 PBS44A, PBS46 PBS66 Embedded Post Base 4 SDWH274000. SDWH276DOG. SDWH278000, SDWH271 DDDG, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX H DG Screw #1 Drill Point 18 PBV6. PBV10 Round Post Base $ 1 Product Model. Number or Name SB718x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS19500, SDWS1971Z SDVVS2240D,SDWS22500.SDWS22512, SDWS22600. Strong -Drive SDWS FRAMING Screw Strong SDWS TIMBER Screw Grade) O 19 PC44-16. PC46-1 B, PC48-16, PC64-16, PC66-16. EPC44-16. EPC46-16, EPC48-1 B, EPC64-16, EPC66-18 Post Cap 2 SB5/8x24, SSTBt6, SSTB20, SSTB24. SST828, SSTB34, SSTB36. SSTBI6L, SST820L, SSTB24L. SSTB Anchor Bolts SOWS22800, SOWS22900, SDWS221000. SDWS221100, SDWS221200, SDWS221500 -Drive (Interior FL#35320-RO - 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, P08RZ. EPC4Z, EPC4RZ, EPC62, EPC6RZ. EPC8Z, Post Cap SSTB28L 7 SDWS223000B, SOWS224000B, SOWS2250008, SOWS22BOODB, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) a- �i EPCBRZ SDWS221000DB &MA Product Model. Number o ame Product Description 21 PPB44-4Z_ PPB44-BZ Post Base 8 SDWS22312OBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5_ DSSCB46, DSSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDWS276DOSS, SDWS278WSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5 FC645.5, FCB47.5 FCB49.5, FCB411 5 Bypass Framing Fixed -Clip Connector W SDWS271006SS, SDWS2712DOSS 3 FPHSD34S1018, FPHSD3481015, FPHSD3481016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Seg X Product Model Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3461214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTC16, CS14: CS16, CS18; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF0425, LSFC8.25, SFC2.25, SFC4.25, SFC6.23 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 9a) 5 LSSC425, LSSC6.25, SSC2.25, SSC4. 25, SSC6.25. MSSC225, MSSC4.25. MSSC6.25, Steel Stud Connectors Sea # Product Model. Numbar or Name Product Description MSTI48., MST160, MSTI72, SIMST27, SIMST37, SIMST48 MSSC425KW, MSSC6.25KW C\I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28.. HTS30, HTS30C Heavy Twat Straps FL#16363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCS45.5, SCE47 5, SCS49 5, SCS411 5, MSCB45.5, MSCB47 5 Bypass Framing Slide -Clip Connector 3 GH46$ GH46-8, G H484 GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, 31168-6, GH65- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292. ST2122, ST2115. ST2215 Straps 33 mil (20 ga) ,Sea Product Model- Number or Name Product Description 8 SCS32-5197, SCS62-5197, SCS62-51118. SCS82.5f118 Bypass Framing Connector ■ 8, GH610-6, GH610-8 6 LSUBH3.25 SUBH3.25, MSUSH3 25 Bridging Connector 1 AS 18, AS 18S5, AS I l 16 ga Truss Plates 9 SCW3 25, SCWS.5 Head -of -Wall Slide -Clip Connector r 4 GLB5A, G1-856. GLB5C, GL851), GLS7A, GL57B, GLB7C, G L87D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors L 5 GLBT512, GBLT812, GLBT516, GBLTe16, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS•20 20 ga Truss Plate 11 SS93 518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBS, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedowm 10 MSTC66, MSTC78, ST6238 Steps 68 mil (14 9a) Screws Lu 8 UFPI0SDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18. MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, XQ1S1214 XQ1B1214-3.SK, XQ78Sf224, XQ78B1224-3K, 410-16 #12-14 and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.56, SIB1.81, S1B2.06, S/BZ37, S1B2.56, SJB2.68, S/B3.12, S163.56, S/B3.62, S/B4.06, S164.28, SrB4.75, SIB5.50 Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114B1224-2 5K, X0112S1224, XQ112B1224-2K, X3481016-5K, X1S1016, X181016-4K X1S1214, X181214.3.5K Tapping Screws Q 13 584.12, SIBA2.1218, SIBA2.12/10, SIBA2,I2f12, SIBA2.12/14, SBA4.18/8. S/BA4.18/10, Top Flange Joist Hangers Se9 g Product Model. Number or Name Product Description Z S1BA4.18112, S/BA4.1e/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H to Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50. GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HDBS, S/HD88, SIHDIOS, S/HD10B, SMD15S, S/HD150 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies Q 16 SHDU4, SIHDU6, S1HDU9, SIHDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -J 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6 2023 PA 1.3 I L ___-L I MIAM�DADE InAIG-DADECOU= PGT Industries. Inc. PGT Industries, l[nr. =MW PRODUCTCONTROL SECTMN-- PGT Industries, Inc. 11905 SW 26 street Rom 208 NOTICE OF ACCEPTANCE: EVIDENCE ST' BMITTED NOTICE OF ACCEPT.MN, CE: EVIDENrCE SUB3111 TED DEPARTMUNT OF REG13ATORY AND EC ON 019C RE SOVILC ES OUR) M-1mm Mon& 33175-2474 OF ACCEPTANCE: EVIDENCE SUBMIT TED B OA" A" COD E AD AMNISTRA TION. D IVISION T(7M-3,14-2590 FCTW)315-2_5" NOTICE OF ACCEPTA.NCE (N-OA) www_miantida&xavec9no=,v 1. Evidence submitted under previous NOA -NOTICE D. QU-XLrTY ASS1TK-%_NCE A. DRAN�T, iGS B. TESTS (continued) 1. Miami Dade Department of Regulatory and Economic Resources RER,_ PGT Industries, Inc, 1070 Technology Drive, I . '.Manufacturees die draw, ings and sections. 5. Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 North Venice. FL U27.5 (.�nbndffed under.,VOA No. 11-0107 04) 2) Uniform Static.Ak Pressure Test- per FBC. TAS 202-94 E. K-iTERLAL CERTIFICATION-S SCOPE: Drawing No. -MD-5570.0- titled "Vmyl Sliding Glass Door NOA ( LK-7. sheets 1 3) WateT Resistance Test. per FBC, TAS 202-9 4. 1 . '.Notice of-AcceptanceNo. U"528.14 issued to Vision Extrusion Limited fortheir This NOA is being issued under the applicable rules and regulations governing the use of construction materiahs. The through 2 1 of 2 1. prepared by manu6cturer. dated W10 5.15. with revision A dated 4) Large Missile Impact Test per FBC.. TAS 201-94 -AN'hke Rigid PVC Exterior Extrusions for Windows and Doors7. dated 08,4 3.� 15. documentation submitted has beenrodewed and accepted by Miami -Dade County RER -Product Confrol Section to 04105117, signed and scaled by A. L�w Miller- RE. 5) Cyclic Wind Pfmmm Loading per FBC. TAS 203-94 expiring on 09?30,49. be uied juNfla= Dade County and odier arca 5 where allm-id by the Aighoxity Hwing Jur"ctiou (AHY). 6) Forced Entry Test. per FBC. TAS 2_02-94 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their -61T This NOA shall not be valid after the expiration date statedbe low. The Miam;-Dade County Product Control Sechon B. TESTS along with marked -up drawings aiid installation d iag= of vinyl sliding glass door. prepared 1000 Tan 21021 and lighter Shades (_N,7on-X%`hitP) Rigid PVC Exterior Extrusions for (In,Nlianit Dade County) and -or the AM (in areas odier than.Miaim Dade C�ounty) re s erve th e ri gh t to h a ve thi 5 1 � Test report on 1) Uniform Static Air Pressure Test- per FBC- TAS _202-94 by Fenestration Testing Lab- Inc.. Test Report No. FTL 8_549. dated 11 -06,45, signed and X%"mdows and Doors-. dated 111)8,16. expirin g on 12,129,,2 1 product or inaerial testedfor quality awunwee putpoE�es. If diis product or material fails to perforrmin the accepted 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed by Idahms Orteg_a7 P. E. (Iest report revised on 122.,'0415 and 0' 21,4 116) 3. Notice of Acceptance No. 1-5-0528.15 iwmd to Vision Emnision Limited for theff ni=ner, the ing cturer will incurthe expense of suchtesting andthe AHImayintmediatelyrevoke- mo diN, or 3) Cyclic Wind Pfesaur Load ingy per FBC_ TAS 203-94 6. Test-repott on 1) Air Infiltration Test- per FBC. TAS 202-94 "Brown C oated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material witbin their jurisdiction. RE]k reserves the tight to revoke- this along with maria-d-up drawings and installation diagram of vinyl sliding glass door, p"ued 2) Uniform Static Air Pressine Test- per FBC. TAS 2022-94 I W�mdows and Doors". dated 081315. expiring on 09-301119- acceptance. if it is determined byMmini-Dade County Product Control Section that this product or material fa lis to by Fenestration Testing Lab.. Inc.- Test Report NoItL 8-17, dated 121`07115- signed and 3) Water Resistance Test. per FBC, TAS 202-94. 4- Notict of Acceptance No. 1"71-1.02 issued to ENERGI Fenestration Solutions USA, meet the requirements of the applicable bvilding code. TILisproduct isapprovedas desctibedhezein andhas been designed to complywiih the Florida BuildingCode- sealed bry Idalruis Ortega. P. E. (Test report revised on 02:15il 6 and 0 21,24,16) -1. 4) Large Missile In4met Teg per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (NI on -White) Rigid PVC Exterior Inc luding the ffigh -%Teloc ity Hurricane Zcw- Test report on 1) Air Infiltration Test, per FBC TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 -n-usions for Windows and Doors" dated 09il 5 '16- expiring on 01`04" 1. Ex DESCiiM0-_K: -Series ".5-57, W! 770" Vinyl Sliding Gla ss Door (Reinforced) w;iro 9CP & 1350 corners -LAM. 2) Uniform Static -A-ir Pressure Test, per FBC . TAS 202-94 along with marked -up drawings and inst.Ulat ion d jagf am of vinyl slid tug glas s door. prepared 5. Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, APPROY'AL DOCUAWNT- Drawing No. Rev B, utled "V myl Sliding Glass Door NOA �Iyr r� 3) Water Resistance Test. per FBC. TAS 202-94- by Fenestration Testing Lab- Inc., Test Report No. FTL 8.55.52- dated E�16415_ signed and _L Inc.fortheff Bronze and Lighter Shadesof Cap Coated Rigid PYC Exterior 2 -MD-5570.0 4) Large Missile Impact Test per FBC, TAS 201-94 s�alerl by Idalmis Ortega. P. E. (Test report revised on 02115!2016) f P 1 Extrusions for Windows and Doors" dated 09 15-116- expiring on 04,16,20. I throw 41 1 of 2 L preparedbyinanifacturer- dated 1 0�05;1 5 and List revised on 02`01.,21. signed and sealed by 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 7. Test report on 1) Uniform Static Air PressLue Test- per FBC. TAS -102-94 Notice of Acceptance No- 1"'712.03 issued to ENERGI Fenestration Solutions USA, A. Lynn!vfillff. P.E.. bearing the'lldianii-Dade C-ounty-Product Control Re-.ision stamp with the Notice of 6) Forced Entry Test, per FBC."US202-94 2) Large Missile Impact Tint per FBC, TAS 201-94 Inc. for their -White Rigid PVCExterlor Extrusions for Windows and Doors,"dated Acceptance number and empirAion date by theMiami-Dade County Product Control Section. ' glass door ' along withmarked-up drawings and installation diagram of vinyl sliding prepared 3) Cyclic W ind Premire Loading per FBC_ TAS 203-94 0810117, expiring on 0128,;18. Nfismx LNEPAcT RATING: Large and Small'Alissike Impact Resistant by Fenestration Testing Lab, Inc.- Test Report No. YTL 9546- dated I L'06i 15- signed and along with marked -up drawmp and installation diagrain of vinyl sliding glass door, prepared 7- Test reports No(s). 10-002-792(A)� 10-06-M0527- 5357153-09- per ASTME-94- Limitations: or applicable SOD unit sizes, dest umtsq-pes. I - See table I (sheet 2) and table 2 (sheet �) f gn pressureS7 re1nf=6 sealed by Idalmis Ortega, P_ E. (Test report revised on OL04'16 and 0111:2016) by Fenestration Testing Lab. Inc.. Test Rqmn No. FIL 6638 (samples A-1 tbiu A-22). dated AS"110 1929 and ASTNID-63 5. issued by FXOVA to Vision Fxtrusion for cellulosic glass types. sill riser (see tables B-1 & 3-2. sheets 7-8) a -ad anchor layout sheets requirenients in I I thru 16- 3, Test report on I)Ak Infiltration Test. per FBC_ TAS 202-94 111 9�" 10, signed and scaled by Jorge A - C auso, P. E. (Submthled tinder �'VOAVo. 11- composite material Rigid White MTC, Tan (Non-wlitte) Rigid PVC and Brow coated (Painted or laminated) white Ri id FVC to be 2) UnfformStatic Air Pressure Test- per FBC TAS 2102 -94 0101,04) (Submhted underAVANo. 11-0107 04) labeled per referenced NOX s requirements- 3) W ater Resistance Test. per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test. per FBC_ TAS 202-94 8- Notice of Acceptance No. 14-0916.11 issued to Kuraray America.. Inc. for their 3. Egress operable doors must complyurith min clear widthor hei�t per FBC requirentent as applicable. 4) Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 -Sentry-Glast (Clear and White) Interlayer Lmpirmg on OT04,1 S. 4. Focket walls und1et separate approval to be reviewed by Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test- per FBC, TAS 202-94- 9. Notice of Acceptance No. 16-1117. 01 issued to Kuraray Aw&hca. Inc- for their LABELING: Each unit shall bear a peimanent label with the niamsfacturers name or logo- city. state and seriesand 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Missile InVact Test per FBC, TAS 201-94 T.-Itrack-ar. Clear and Color PVB Interlayers". expiring on 07,10819. following statenwar.'Mami-Dade County Product Control Approved". noted hereirL along with ruarked-up drawings and insudlation diagram of vinyl sliding glass door- prepared 5) Cyclic ViTind Prmsure Loadmg per FBC. TAS 203-94 RL",71EWAL of thisNOA shall be coasideredafter a reneunal application hm beenfiledand there has beenno by Fenestration Testing Lab, Inc.. Test Report No. FTL 8.447. dated 11`0+15, signed and 6) F�rced Entry Test. per FB C_ TAS 202-9-4 F. STATE-NEEIN TS change in the applicable building codenegatively affecting the perforniance ofthis product- sealed by IdWniis Ortega, P. E. (Test icpw revised on 02,"15146) along with marked -up drawings and iiistaIlation diagram of vinyl sliding glass door, prepared I . Statement letter of conformance with FBC--;* Edition (2014) and FBCA& Edition TEiAiINA.-rI0.N- of this NoAwin occur after the expiration date or if thete has been a revision or change in the 4. Test report on 1) Air Infiltration Test� per FBC.- TAS 202-94 by Fenestration Testing Lab. Inc_ Test Report No- FTL 6337 (samples A- I thru A-5). dated (2017� issued by manufacturer. dated 09;14� 177 signed & sealed by Lynn?vfiller. RE tuatenals, use, andor manufacture ofthe product or process. Misuse of this NOA as an endot-Aquent of any product, 2) Uniform Static Air Pressure Test- per FBC_ TAS 202-94 12:06.40, signed and sealed by Jorge A- Causo, P. E.. (Submined underNO-4 No. 11- 2- Statement letter of no firiancial interest, dated 04/19,17- issued by ina�ufacturer. signed for sales. adtnntisin�z or any otberpuq�oses shall automaticallyterminate this N10A. Failureto compkYwith any 3) W ater Resistance Test 1, per FBC. TAS 202-94 0107.09) sealed by Lynn Miller. RE. section ofthisNOAshallbe cause fortermination and removal, ofNOA. 4) Laqe Mis&fle InV�act Test per FBC, TAS 201-94 3. Letterof 1�b compliance. part of the above test reports. AMT-RTISE-NIENT: The NOA number preceded by the County- Florida, and followed bythe 5) Cyclic W- ind Pressure Loading per FBC. TAS 203-94 C. CALCTILATIONS 4. REK Test Proposal No. 17-0387- dated 05.,051`17. signed by Ishaq Clianda, P.E. expiration date mgry be displayed in advertising literature- If anypoitionof the NOAis displayed. then it shall be 1 6) F;rced Entry Test.. per FBC, TAS 202-94 1- Anchor verification calculations and structural analysis, complying with FBC-2014, done iii, its entirety, along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 02, - signed and sealed by prepared ky PGT. dated 1109.4 5and last revised on- 15,116 G. OTHER LN-7SPECTION': A copy of this entire NOA shallbeproLided to the user by-1he manufacturer or its &itributon and by Fenestration Testing Lab- Inc.- Test Report No. FTL8,54,48- dated 12,104,11,15- signed and Anthony L. Nfiller� P.E. (Subm hYed urt der Y0_4 15-1210. 01). 1. Notice of Acceptance No. 15-1210.01. issued to PGT Industries. for their Series shall be available for inspection at thejob site at the request of the Building Official. s�� by Idalmis Ortega- P_ E_ (Test report revised on 0 1 ;0*4 6 and 02.41 '16). Glazing complies with ASTME-1300-09. ---5 -inyl (Reinforced) - L. 1.11". expiring on 04/14;'21 5570,12770"N -SlidinagGlassDow This NOA revises& renews'NOA #20-04 29.05 and comists of this pagme I mid e-,idewepages E-1. E-2- E-3- E-4, -7 ; L 1"1 ,1, 1 E-5 & E-6 as well as appro,.-A docunxent memoned ab<nv- Rkaq L Chanda, P1, Ishaq 1� Chanda. P.E. Ishaq L Ckanda, PX, The sitbinitted doe nuttioa was reviewed by I-;baq L Cbanda, P.E. Product Control'Unit Supervisor Product Control Unit Supemsor Product Control Unit Superriivr 11-OZOS.03 _'o. 21-0206.03 'OA N _0A 21 IN -0205.03 NOA'�%O. 21-020FLO-4 PIAMMDE ExpiratiouDatet Apri114,2026 Expiration Nit: April 14, 20' .6 ". Expiration Date. ApriJ 14.2016 - April 14,1026 Expiration Date. Approval DateiMarch 2,45, Z0.21 Approval Date: Nfarck 1021 Approval Nit: Xlarch 26, 202 1 Approva I Date., Xhrch 25, Z011 page I E-1 E-2 1-3 PGT Industries. Inc. CGI Windows and DoojlhL PGT Industries. Inc. NOTICE OF ACCEPTAYCE: EVIDE.NCE SUB-NUTIED NOTICE OF ACCEPT.XNCE: EN71DENCE SI'B-NffTTT-D 'NOTICE OF ACCEPTANCE: EAT)EINCE SUBMITTED 2. Evldence Submitted under previous submittal E. '_\LkTERLAL CERTIFICATIONS (continue) 3. New Evideuce Submitted 5. Quanex Part Super Sj)acer Standard complying with ASINI C518 `Ihermal Conductivity A. DRAWINGS ger�Pas 0_S8 I DIU-in! hr.-W-017, ASTM F 1249 )XIV'TR-Pass. ASTM D3985 Oxv s, ASLNI E A. DRAWINGS 1. Drawing No. '.%ED- 5 -5 70 � 0 Rev B_ t it led - -V inyl S lid ing G lass Door NOA sheet s 190 1 _G - Durabilitv-N o Fog -Pass. (Subm ined tinder prel ion s N-0_4 A-6. 15-0409 05) 1 1. Drawing No.'XID-5570.0 Rev B. titled"Alin-A Sliding Glass DoorNOA (LM). sheets 1 1 tbrough 21 of 2 1, prepared by manufacturer. dated 10,-05!15 and last unised on through 21 of 21- prepared by manufacturer. dated 10�`05-1,5 and last revised on OnI �2 L 04,121,20, signed and sealed by A- Lynn Miller, P_E_ 6. Quanex Pan Durase complying with ASTNI C518 Thermal Conductitity 21-11 BTU -in` '%VM-Pass- signed and sealed by A- Lynn MAer, P.E. hr--ft-' 'F, ASTNI F 1249 AS*IM D 1434 Argon Perrneance-Pm_ ASTNI E Note: Ibis revision consists replacement of same existing installation scTt-Ar with flat head- B. TESTS 2189 LG. Durability -No Fog.. ASTM E 546 Dew Point beve-lopnmt -20-F in 48 hrs. 1. Test reports on- 1) Air Infiltration Test, per FBC. TAS 202-94 (S�ibmftmd under.'N'0A.Yo. 15-0469,05). 2) Uniform Static Air Pressure Test, Loading per FBC_ TAS.202-94 7- Vision Extrusions- Ltd- Parts comp4mg with ATC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid Poly-vmt Chloride (PVC) Exterior Profiles for Vision Extrmons- Ltd.-VEX-1 by 1. None. 4) Large Missile Impact Test per FBC_ TAS 201 -94 AAMA Fenestration Exterior Profile Certification Program. (Submided nnderNO-4 No. 15- 5) Cyclic Wind Pirssure Loadingper FBC. TAS 1-03-94 0409. #5) C� CALCULATIONS along with marked -up drawings and i=211ation diagram of all PGT Industries, Inc- 8- Vision Extrusions- Ltd- Parts compbringe with PVC-AAMA 303-13- L None. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicories. fSubm iffed ander X0.4 No. 15-6469. 05) prepared by Fenestration Testing Laboratory. Inc., Test Reports No. - 9- PVC-A.A.MA 303-13, Voluntary Specification for Rigid Poly�inyl CWoride (PVC) Exterior D, QUALITY A SSILTILAY CE FTL-7897, PGT PW5510 PVC Fixed Window (unit 6 in proposal), dated 09103.44 Profiles for Vision Extrusions. Ltd_-VEX-1 by kAMA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER)_ FIL-20-2107.1, PGT SGD780 Ahminutin Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740Aluni Outswing Casement 11"indow (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solutim USA. Inc. for E. XLkTERLAL CERTIFICATIONS 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) andFTL-20-2107-4. their Yan 3040 & light shade (non -white) Wltite Rigid PVC Exterior Extimstons fof L Notice of Acceptance No- 19-0305.02 issued to Kurin-ay America, Inc. for their PGT P147620A Alurninum Fixed Window (unit 10 in proposal) dated OT13120. all signed Windows and Doors'". expim.g on 01`04,,21. "Trosifoll, Ultraclear, Clear, and Color PVB Glass Interlavers-'_ expumg on 07,08,24- and sealed by Idalmis Ortega- P-E. 11- Notice of Acceptance No- 19-0122.02 issued to Energi Fenestration Solution, USA- Inc- for 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their their senies '"like Rigid PVC Exterior Extrusions for NXindows and Doors7*.. expuimig on '"Sentti-Glavt (Clear and White) Glass luterlayers,"_ expiring on 07-04,23- -of C. CALCULATIONS 02-28,23- 3- Notice -Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their -Brown 1, Anchor verification calculations and structural analysis. comphring with IFBC 7t' 12. Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution, USA. Inc- for Coated (Painted or Lamin ted) White Rigid PVC Exterior Extrusions for Windows Edi0on (2020). dated 04,2_2,20, prepared by manufacturer- signed and scaled by their --Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors�-_ expiring on 09:30.24. Anthony Lynn �Mer� P.E_ Windows and Doors". expiring on 0146;25� 4- Notice of Acceptance No- 18-11.06.11 issued toVision Extrusions Limited for their series 2. Glazinicomplies with AST-M E 1300-4-1. -0. -114 and -16. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior D. QU, ALITY A S SU 1LXN- C E F. STATE7MENTS Extrusions foi- Windows and Doors7_ expiritig on 121,29.2 1. lvhami-Dade Department of Replatoryand Economic Resources (RER). L Statement letter of conformance to FBC "?& Edition (2020), dated 04,21,20. issued by manufacturer, signed and waW by Anthony Lymn'Nuff, P-E. F. STATEMENTS E. 1LITERLA1 CERTIFICATIONS Statement letter of no financial interest and of independent. issued by manufacturer. dated 1- Statement letter of conformance to YBC 7d, Edition (2020), dated 02-OL-21. issued by 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America. Inc. for their 04+1 8,Q) 0, signed and sealed by Anthony Lymn Milkr. P E - manufacturer. signed and scaled by Anthony Lynn N.1iller, RE. "Trosifolt Uln-aclear. Clear, and Color PVB Glass*Interlavers"_ expiring on 3. Private Labeling Agreement document between PGT. dated 03.30.15 and signed ky all 1 Private Labeling Agreement dated 03.0&,,21 between PGT Industries, Inc. and CGI 07=1224. tnvolved parties. Windows and Doon Inc.. signed by Dean 1*4 Ruark. P.E., V.P. Engineering. on behalf of 10. Notice of Acceptance No- 17-0808.02 issued to Kuraray America. Inc. for their both companies- "SentiTGlast (0far and X%Ilite) Glass Inteilavei-s-'. expim-a on OT04.23. G. OTHERS 3� Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 1. This NOA revises NOA# 17-0420.06 (PVT w �`CGI) and updates to FBC2020 (7& Edition). G. OTHERS "Brown Coated (Painted or Laminated) 'White Rigid PVC Exterior Extrusions expiring 04021,21- 1. This NOA revises & renews NO.A10 20-0 429.0t; (PLA w,`CGI), expiriag 04,14;�26. for Windows and Doors-_ expu= on 0930;24. 2. RERTest proposals #19-1155 dated 01 10i2o approved by Ishaql- Chanda. RE. expiring, 2. The cunxv associated PLA CGI file #21-0205,01, expiring 04/14.."r, 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their 04,114,21 series -VE IM Tan 202 and lighter shades (No"lite) Rigid Cellular PV`C Exterior Extrusions for N%`mdows and Doors-. expiring on 11219C 1 Ishaq L Citanda. P1, Ishaq L Chanda, P.E. is-h`aq L C Ia U"d a P X. Product Control Unit Supe'rTisor Product Control Unit Supem u*or Product Control Unit Suporvi-vor �Volk IN0. 21-ONZ.03 INOA No. 21-020S.03 INOA NT-9. !1-0205,03 Expiration Datt: April 14.2026 Expiration Datt- April 14,!02� Expiration Date- April 14,2026 Approval Date. Alarch 2.5.. !021 Approval Da -te - March 225. 2021 Approval Date- Niarck 29,2021 E -.9 E -4 March 6, 2023 40 M > 0 0 1 CL CL 0 0 " CU _60 -0 Q) -6, 13- Cn - 43) -4- - cu 0 -M Fn 2 -2 = 0 CU 0 .0 U- ,- 0 CU > .cn W -a E 0" CU -0 2 co Z Z W mi C'n 91-ki t= C= CD C*4%j LL_ C= C14 E cc cm r= C, CD CIO CU > 0 > L 0_ 0 0 L rn CL L CU LU C= 2 C < Z Z a_ SHEET NO. 1.4 IPA MIAMN MIAMI-DADE cowry rns 11-1. PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. 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 # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. r IAM1 o OE Courm #,_6 ��. NOA No. 20-0630.15 Expiration Date: 09/11/2023 t Approval Date: 08/20/2020 o� J2ol�uZd Pagel Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. �. -k �Ie my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ". 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared Iry Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher .4. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. /-- elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. !' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Protect Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details , sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations far Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and .sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1, None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 1.> G elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-3 March 6, 2023 40 N N U O O Q O CM co Cn 0 = —00 a) CU O O CU U_ p CU > .� "O E O 2 CL r- CU C !� z z W J 0 n Lu cm L L a _o V CV C1 CU Q tV 3 W CJ s d aw E C- s u 3 3 W CU S� E p- tJ Cn CD E =3 CU 0 L_ r.L O 0 0 L U CU m O L CU w Z Z Z Q tl SHEET NO. PA 1.5� - - __ - I — 1 - I f — - - I - — — — - — I I - — --I- I - __ I — — I � - - - - - I I - - - - I - I .- __ - I - -TL I I - Z11L1E(::o_ TILLIT TESTING S ENGINEERING COMPANY - I- WAI A TILL17T, JR., F,F, ti1t,._a�._J,,O. Y,PE.L..at ,,�I,r* ITL C I L I Diilll,i719 PR D CT EVALUATION REPORT REPORT NOT: 20-0720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- GJQW .. - 4800 S. ... I Street Davis, Florida33314 I. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. THIN, Jr., P.E. (System ID # I 9D6) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance writh the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED 2j. PRODUCT EVALUATION DOCUMENT (PIE.D.); Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared byTilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., Fi dated 0712812020. This drawing Is an integral part � ,,J,1P,Is Evaluation Report. 01011 fro"I ,*1__,i;_Fk A, r/I ,I, O� � ........ /,."%. *-,'-,�.-,-`V,\CFN *I. V-N- - - - - �_=_Ile_ - .1 LI '.."? s __ - __ f - .1" -, No. 44167 -. 1 1 1 _,?��'. . -,* , -- F : _* :A 2�11, .. . = � - �k_, ��-Ie - ":Q 1, '5, U, -. III . - -:, f sXeI OPIDN..-*4�;�� '. sis ..... . . "o-, o 11 - - ,\ " /I , , 0, 'A 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - N; �AA)L "" _0 , Iftbolill" - PRODUCI-EYALUATIODL P " 2 22--MT REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Im., Reports it 96-569 dated 08/09/1996, #96-570 dated 0911811996, #196-T30 dated 09120/1996, all three signed and sealed by Hector I Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10105/1998 witnessed by Gilbert Diamond, P.E. and Report No 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. Tensile test report No. DCM-197 oy OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate. P.E. 2.3. STRUCTURAL ENGINEERIN CALCULATIM. On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load. as well as maximum anchor spacing vs. design wind Ioad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Floncla Building Code. Calculations prepared by Tilleco, Inc., dated 11/03108 and 03/12/15, Signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RES11STANCL- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8.10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D-), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 1 1, 14,15, 17,18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 5,.INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document (P.E.D.), dravAng No. 20-176. 'A"I III tms,, TI PIr T14Z o"'I", , "" I - . 6i, W, I/ , E K� -IT I �' ___- .. - J�' ...I C, Nse . %, � - , T �___ I -, V . " � - I - 4 �C'.-44167 .* Z __ - __ . . I , '', Ar . * .: * = ,, I �e I , - - ' I ; ,C, , STATE OF ..,,9z 3l IR,7� . III., I- S, ,,, O�, - ICIORT13 .--*,�. 4� '. e. - " , ", .� * .. .... �40 el "A", S/GrIil�II 'VI", ""Iffmi'vii0i" I kEDDILCLEYA.11-VATION REPOI NO, 20-9729.01 3 L MATERIAL CHARACTERISTICS AND SPEGFICATMN& Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. ITATIONS AND CONDITIONSSCIFUSE. 71. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by rilteco, Inc. and signed and sealed by Walter A. Tiflit. Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ""I"ollifolt", %`E" N%Tk� 'S. ... // ", 1%I - - . ,/ �4 , N`.-_`\I ` 19 '-- f�.- v e ... - - - � - Z . . I -_ I I - I - -��, � --%o.44167 '. = , - I - - * � __ _1* .*= Z . - : = 7.;-� ,_,�- -- .1 . STATE OF -, ,*Q: f -It, I I, 10 *- �tOFIIVI, I. , .. 1� I'l-"10I ........ -A'$�e III D1TILTFCOAC MON RECORDS SP. E. RCPORT.20 IGLOBAL PROTECTION PRODUCTS, LLC%20 GAGE GALVANIZED STEEL STORM PANELi,ORWG*M1W REPORT111 2D-0728.01 1/_1"rI FE ' / TTL C(D INC. TILLIT TESTING & ENGINEERING COMPANY WAITERA. TILLIT, M. P.E. till co@wl-com EVALUATION REPO ,,. Fit l.r"1,k-,N 446! - ,LNII J.)LIF119 REPORT II 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAllill 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection P_mducIjL_LLC 4800 S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. TIIllt, Jr., P.E. (System ID At 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professilonal Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and Conditions 2. EVIDENCE SUBMITTED! " F!RQDUCT EVALUATION DOCUMENT (RED.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared Oy Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., PI dated 07/27/2020. This drawing is an inteRk ,*%powt�0060I � . 11, " Evaluation Report. I�A Ito", I,- V ITT - I , - I I , �, ,,, .... 'I'- " - - .!�'-, - .. _ \,\r.EN , _�ZT - *. iz - - - - J , .4-4167 I. � . . _-,I ... I = - � - . : E I -1 * ,*z - - - p . Z "i3ir - STATE OF .."IZ 4T , ,P.. . .t " - ��,O,�,',-"I!OR0, .-',<��fl " ZK`1 I .. � I'- ' � 6155N.W. 36th Street, Suite 305, Miarni. Florida 33166 -Phone: (305) 871-W�44xb�`%"��, .� ,W-1531 ""holl I] I, L"Ili, PRODUC f EVALLAIMN lit"ORT NO, 20-0727 2 . _ Large missile Impact load tests were performed under SSTD 12-90 standard as per section 1609.1,2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerician Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R_ Mehner, P.E.. Boriz Monoz, P.E. and Henry Hattern, P.E. and Report No. 0219.01-09. dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 ofthe Florida Building Code. Test Report prepared by Amencan Testing Lab of South Florida, Report No. 1 1 23.01 -10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13.2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QG Metallurgical Report No. 1 OKII 318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. U. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared byTilteco, Inc., dated 12/11B/10 and 08/27113 (for this revision), signed and sealed by Wafter X Tillft, Jr., P.E. 3. MIS351LE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. NND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16 and 18 of 18. of Product Evaluation Document (13,1E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. CROI EVALIJAIII)PILRIEPORTNO. 20-9727,01 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL C ARACTERISTICS.ANDSPECIFICAnONS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet I of 1 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7..LIMJTA"O 5 AND CONDITLQNS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and Signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. 71111t, Jr., P.E. (Florida License No. 44167), President ofTifteco. Inc. (Florida CA-OD06719). e'o"%I 'I- -._'11/, - I I - + , I. 10, - 0* --',� .. ,� . " ..'_ VN6, .., 1 - - *�� , - -, _--f- " :.1 141-67 '- Z - . 4 , �_ I �. -, i : 1� *�L� � * : * WATILL - . A, - , P S. D-� TILTECO ADMON RICOIDE) I I E. REIQRT.�(] I CLUIIAL "I I. �!tl N gg L 1� �V GALVANIZED STEEL STORM PANEL ,DRENG # 20-175 k REPORT *210-0727i% �;;-. OFItO ..-*44- , AT_ IQ,; ........ �..�\j, -0-0 (D a) = Cn -0 —CD > a) c- -0-0 I- (L) " CL C: 0 _0 0 a) = CL cia -0 Ill 0- . CY) _41IIIIIIII'l 0 (2) -I (n a) -I *— = a) =3 _0 0L_ CIO 0 - CU -0 -E U) -0 = 0 = CL _` C= IIII2 ,a) 3: CU = 0 0 .- 4A.- CIO U................ %,_ 0 — CU > . Cn (D " _&TIIIIIIII 2 CL !E �_ CU (n —0 'I . = CU 4-4 U) 0- < 77 U P! PF FrA ; or — COMPONENTS FOR REGULAR LIFE SAFETY STORM PANELS nENERAI NOTES: eX) -1, LASE TFA7 �ECA,i� STDW. OR PlAti- CUNCRL7E �WL� ST4 C1 OR WOOD BOARDS BE 10101LI ON 111L (SCALE 1/2= 1") 1/4. 2/4. 3/4. 4/4. 5/5. 7/5, (IiIoW_9R_2II NOS) CASTING WAL ANCHOI Sti BE tONC ENAI TO REACI -,,, ' � 31R�C-UFI BIE-wD ILI-11 PANELS _hss,111011/10. 2W/10. 3W/10. 4W/10. * 6/5 4" . ST To PANEL SHOWN 014 I,AST PRODUCT E,,AT-1,011 )(XLAAENI T`[O; ,� E,(rN 't"T"iC FI 'ONPI 11 AN�ICELATH S,� BE AS ITE NTICAHED 1, ,I 1) A,<, IN H 2, - '5 198- (TOTAL *,I - - ,5,96- 'TOTAL IHOI - 11"51111I ISW/11 & 7TAI C`RJ C=31 ACCORZANCE W;T� THE 2920 (71T, ED4110%� or T`117 FICII INJILDANG CODE :�: - ',� -LII,�,INQ it"D _Vh 5?��BTTC, .EI _ T "�L iii - 12 500' (EFFECTIVE III - 0 , - I ': - 1, I ON ASCII IS MA"It"ACTOREL IT, I I * 51111 SIDI, ITAC, - - -3 _X__ - ANC -OAS "OR CONCRETE SEE SITTEDIALE ON S14EM 8 & 9 z�* ooi C%j CIE CN WIND LOADS S K OFTENEWNED k%: PER SEC -ION 162I)OF THE AWA MENTIONED CODE. - I'l - 0 TiANEUAiTJ EEI D AND FANEYF 1,�., ANI,i AS MANI,A�7,ETEC R, E,CI, �CNST.A(.�.. PROI . - 6 '/A- - 6 250- 1: "Al I root WOOD SEE SECTIONS ON SHEETS 10 & IT __," Loot - �� ;GR AA WIND SPEED AS REQUIREQ ES, Ti%tE jUI WHERE THESE SR,TTI *11, BE fNSTALLEL� AND . , - I , -t,3-0' - ;�- -_ -,-----. OR CIkECTIONAUTSPACTUR K4�08_- IJ<NC ASC[ 7-16 AND SHAJ� NOT FKCIFU ?HE MEUII CA'�O) - !/�'- ,AG SCPEIVSS PER NO�S I SEO - , - 3P, - " , :110, I - 1 3W, - I 0OW' III DIACK - 1.350' - . , , q!SCO" " ...... - 7�lt_. � 5/A' *11QU 915.111 A� 0SIITTRJ1ET1 RI 11 -IXET SCREW VOLT It 14-SUAI CC I 0 " o o I Z _�o - ::: __ r - L - - - - - - ; - /,--\ - -.--,-.----..- --- ____ - - ____ -_ - OF SION PRESSURE RAfINCS 1140I ON SHEETS 7 THRU 12 14 I5, 16, 19 & 20 , ,� " __I .. I CALVANIZED M, --------- III I I -_ ---- L - - - ' - I . - - M . CIRDE- TO VE-1- 11-E ABONE CDHENTION, ,ILTINATE DESIGN .0,15, ICACS DrIFTEEIRECI PER ASCE C r- - I - �"_. _.- I � /_ N . 0. , 100 I ASN A-653 A, , D.M.- 20 . (�). @, (Rj f ------------- - -- _� I . . _____--�- -T ------ 7 - 7 I I "- � \ / . Z50, 1 I . I I I I 11 Q -.,-- 51 BE 1IRSTTRU11CID 1C A S 0 OES11 .NO ICAI ETI WLDPLYI.�- ;.t. BY 0 6 IN DRADER 11, I - , VENTI THREADED IENLI�IICN NX ATI ,� TATC11N AN�HCARS S� NE i 112' ANIL �' r0o E,CD PANCLUCTE I'LLS i / .. / o.%- .. 'ic \ HEMILITED "� , / " CRADE ..." ' -tMI , - - - -- " - -_ , - - 7 - *---_-_ ---'*--,- - AND PAREIALN. IFNAE 10 I . I �, " 657* 1 , 11U , 7.557- ,_ 50 (�� , (�D, (�D i, @ . (��__- 0 60 6 ,=, CC&LITH,RE '�E�Sf .1 -L IA�O) l,AI FKAISSIDERE Ri RTCAC�ATTC OR SIHEM. 7 THRO le, 11 15 I& '4 iL .'o U I/ D"Ll-7to STEEL \ 1. I � / IDGE I " G111/ EDU : 1 I . I I C2_ j�� = -- jr ..,!�R��L ' PEIVRATI)IN OF 1AC SCLfE., 11- 1�[ ADCAC FRAME 111' L 9j !,'.I' NO T�EAD 2000- 2� 1 TYR \ - / ASTO A-11S) , I - .. I Z ,I'M, T�P \ - I I >7-- :. I" -5 "ES-1 IRESSill, A 13% INCETAST, ,RE, "' '��" � HENHAD ?o�x_ I , I I . � � I = = '.., F, SI EC 1, I / � to -. \, . " DIETAX A- - I sp, I " DET.A. & I � I ;. I "CC cc ,, �AEIDIE _R1IY � AN,_HCEI "I rH`SrL0 CC WERE 107 QVI � N ILLICARAtIf FIENICTIR,I A- ,NTC 'T11CC,i SHI. St �ONSTDEPEO AS - �_ IHi FECT. , T,,PEADEC r��TOT, , , I - � >/ - I I - -= M >< STRESS TOP WI LGADS WAS �_ USED �N TTtit? ANALYSIS rkStCNER5 SPALINII� ILI WOOD HAS BE" X7EQMINW:. IN _,1 LDIE -,� S, Z , G-W GAL,` .. I " (DOE , .,. I / i I C14 AC , - 4816 1 I _; = L� ITS, COI Wlt� NDS 2018, C 3; -I EDGE 1,15T.III 'IF LAC. bCRI 1.111 INTWC S..,, BE AS INCI-TES IN 'HIS DITA.NC I J)"ALL A / 1AIJETAIL A .. ABET . I I � � I t . . - - I_ ,-- I I - � . I I I I � I I ED . I .T cc = - �STLARM PASECS ACE UO-Y fJR IMPACT AND RI RESLS7AKC HAS BEEN �CRIFIEL IN ACCOREPAI MT. SE�TION 16-'F, CIE - - __� - I I I I I I i . THE ABOVE MENTIONEU �Off AS PER HURMI EW,1EFFRING A TET�TING INC RIMETTS 96-569. 96-570 & III AND C 0 MININT. '111471I ��F OLOOD EIIStATA; S"I EI �/R* 'I'-' 1-20 S(REIA� USED 51— 9 I I/," ,0.1 AAAI — M& I -13LW - L +773:` I � . � - I I . � . I . - . I Colo _= _= FrNf STETADCI nSDNC IAa INC. REPORTS #203. & #21-le , A� PROTOCCI TkS 201 -.S-202 AAC TASC3 �AUWD �LIICCO PATST ANE� " TAINI FOR *&ILS W7H 11, STU�.CU . 16 250' - .350 ; (AI CTI . I I I L I i . � I i A A- o; AND i i , , , I � . 2 C= ru IS WELL AS ANEWCAN TEST LAB Qi` SU!�n, FlOEN&A RUPOI 10279 01 -D9. AS FER IAS 201. T 1 2 T STORM PANE 4 END � AS 70� STANDARDS : t) N IISF TI.1 ,TFTECA�'� S-ONIL, CA PRI COL-EI EI SIUCCID OR WOOD BOARDS K 10-I', ON -,HC �IISIINI STORM PANEL I I - 1 ; I -cc CITJ .ALL. li�,ETS 5,1,-�, Of LUNC ETI TO REI ", ooLN Sj"�C'Ukf EE.'NL S"CI` 'A,LI'L I ir 1 'I; , . . , _ . . - ! d : . 3: - ,- - I 'A' I . . 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CAti, !� ANI ,s rr.C�,,K, E' ,"C"i,7 L" - . - - � I I WITH STUD � (Not, cNERLAP -, "Hour ."Ly) 17 "" 1'5DC 'Ti, - ' SHI't BF IUAIE, (OR [11F.1 �PLNIN, LARI 70 r0,i 1- SE�1,1 1109�1 I Ir 0 OW fEN, I - 094. __ , I '.. IT SII AEACHORS. AS O-TERUI 91 It -1:1, ,CFE., �Ikl & SRECA,i �C - UPED 3U, L.C.. 'DOE CAL-trD V Ell. � - ., �.*. "I't.4.1ohm, - - , ,.IN IIC3/1' � F�%;_�_�_A*14G SIALL _* It' USE -I TO , / - - I 1 - . -_ --- - - - - i ". .14A 'D p., I i ) I I � � o,"', III, N TIQ "%I, I '] -1 ___ , , I �_ I N , , , \ __ __ __ __ --- - �\__�_ T-N F_-�911 "'li PER _ `�� ." - IL, III 00I �ANE'L ' PANIII,MAT� P,Lr" �I,CITS AS 4AI %P1.0 Ry LLCQ rDNI r,l%N M IN 'HE STATE DF rLOROA I I . L.", kr� . . IT: - .... /, IN I /1�11 , - - -,-.- - L - _', RATE FE"J 11) AND . - - - -I ; I Dli� . �� _, I "i,110110.111", I � L ,, � ..` CENS 11, _\ I "w,uu"!� �.N ,,� % � , �J i��,!,3 J , Z . \y e '. 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I I . 250- �11, - % 1,%. 41", - . 2 : ! 20 GAGE GALVANIZED STEEL STORM PANEL ' INTO ST�Ct I,-, 9F IFRWTTII D - /1" 20 'SCRTL*� 61ETI s,I, EE , I 12- LCI .NTY, I, � I so I = . - - IF, I - -_ Wll� PROTECTION PRODUCTS. LLC.1 ;pt I :*r - . R2' '�Ak� 'N AT �OI - ANCHORS S_ HE LVEI '/8� IN— I— C'�'.Fjf R,CKK I',- , EIABI - NO 4 167 *� � - -_ , - ,_ 1 01I - EDOE. 7 KANU. 'I 20 GAGE GALVANIZED STEEL STORM PANEL . = I ____ - - ,j,5. PLA110 wMG H .1 I � ,K,U3V - , . . <:C,� - �!*-;-.I 1�1. * KEY HOLE ,,�--. "to5ol'..." 1 D7/n/ * I .- -_ - - Z- - __ , .. . p -A! TIT'.. I � __ - GLOBAL PROTECTION PRODUCTS, LLC. '""Am. - - , ___ --- � I\ GLOBAL PROTECTION PRODUCTS "'E. - -M-1 - ."T LI At,) 1 m.I F11" INAI mr.�C, - - T_ - - 2.DM' - -'I - , -� �-- - I �m *T�i NO I 11LIECOm. , , .. Il.". - AT PANE ,/O, I . SECTION A ,- 0�'- A 1,LUT ITIFAR2 . t.-EL.- W ,A(kwe - - 51 51low t - 51.1.1 Enim lFr ,�, STAT of - , .""', I I.I.C. 10, NTS i�.ik ATE . ,-*. k - OI-1 i 11LIE C 0 me .". /"TILIECO... "\ FT - �<,, - 'J' A _14_�__ - - . - _7 I - I -) - - - I-Y A ... )-v 20-176 II " ,,1--2,_,: , ;ANi; ~-,I D"A". `1 ,ko!". liT 0". OF(Mil - . INGA.- .0.1- I .� I XLTI- - - I .Q. rost, , - Pi (-)--",. "L IEKERRos_sn' " , ,; .:,., III T - . PHDAL (RDATIRAI-5. - ( 2 -176 1., X" 10, o" . , , Y I " .= It i (j) 2"X7"XI/4* Ai'VATA"ToI USE lt,Nc Hi ./Ox II , , .I WI; I ./,��,, X., -11 __ KT S - . . -_&I - ,_�:! I- I . 20-176 0 "I S 11 _11., 1-orow, I - 1 - IJONCITHIC IAS.Cok . ADOTTIONAL 'A , �'-�-A I ILITY. I �, I I I Z - I - _. -0,-� .. ....... �-o; , , - I-t-_ -__-__'..'"` ,,--, Doim,NT� N� ,1/01VA � - W" ALUMINUM ANGLE - "*11;A7=.""A`I I -I - ,-I-.! - 1-1 �, .-Il. --: -- - 1 `:T - I - , _� - ,I-,- i;;: I, J-71WAO, - �- . I - A. NAT.. _ Irw , ,,�,, E 7/8'0�3/32' WASHER / - L- -:1 -i- "I " I - 11 F7�41 4; �, TrTEL DR Nli P%AT(f`D`_-LM1 I �101Z , t� E, __ - L) E r %,,�,UAI RALTIFFER A ILUF ,,. It L -_ I . . 41111EAIKI11117��/" /_ WALTLA A 1� . AT I - FLOR � 1 67 1 . I - l - I . I - I . I I . TI - I -.1 T , I I I ;_ - . 2. 1 1 1 1 1 1 INSTALLATION DETAILS FOR REGULAR PANELS(I - & AA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE ANCHORTF (RE �u DR �� ANCHDI - (RE scitTEDIAE O" ,_ 0 "`A`D,`GK 111-i Ili - I C__ - :_ 11 � I I I '/. COACRI ANCHDRS HEDULE � -Z (SEE Sc __\ 11 ' FH, a I- 9) � - ED I JD ', , -1 "I' ,_ , EIRSTING POURED 11. , � CONCRICIT REQUIRED - 4:: L , ",_� , I I .� I , ; I .... �� .... I � , I � - - _ "C"K,"IFTE ATCHURS - " (SEE S".."I ON I 1 4! "ITS a - .7 � - . - , . , MA, __\_ , I E : - �__ I ! I CIRIll I - , RAtim a -HWTAI 9) \ LX61M POURED � I , � CONCRE'lE REQUIRED, I .1 I, d - Cii-i"I I- - � I 71, RII - , .., .... . V-/.- - -, ., - , , 00'. _ -:;=- t-' - w.= - ,( _: I I -A LET � �,.`._. so. _J I I "A q I 1 _i , I ; 11 -- T -_ , 'W". 7 - a I . " '.. I - -_ __4A__ - _____ - I , -_ I I Ens,Ac RouslED E 0 C _04KPM : __(�) RE_ARrD , r! : 1 ! a I 1! G � I I, j'D3 i - liliI � I t E)T"NG POURED ED I 'i � -, � I V1 : f, ,4 - E 0 4 �;g - - : 1 7 . r, Z � ; i�� - , 4 4 ; I 9 : � � r - � CONCRETE REQUIRED I . I ! - - I I 1/6"i goI. 6 a 1 ! : �, I 9 I � I .1 I I � 1 now LiAllo, 0 A I � : 't � - 0. � - I 6 ) : I - ,n,-j? ;- t : �, (T , -.17. .. : 1 Fol SPACOLL, 4 _J_. 6 WYFW� i 1- , Di i 1. - : - I I � I I I I I I I I III ::PA I I I., ,�- - - I I 0 D; 'Ir lic I I =F . ! I l______DA -_ � I ,,-,-, _4 I I . I . - - � "' ,,,=,AI I � � ,I 2. =1 _! I �. , ! 1, , i, I I A, J.- i 1. . . � - I I ! ! . 1 5 ! I � _- :- = _! 1 1 ! _ 5 - : � i -, I Z5 �� I : ; � : � I I � I I - ! F I I . I I ( 1 - . I . : 5 ; I I I il : I i 1, - (D l 11 I , ,I I : 1 : I F,I POURED E D I � i C ETE OR I . It C PETE BLOCK I . Z"W".". I's", FI : ; I . d � : I ! � �-, : I � i 'i i� —1 � � I � - 41. i . I I - - 4 : - : I 'I 11' Dc '_ i I . . I I : �, -_ : 1 : I I � 6_� � ----It— : I I 1, f !r,EFN,EYLooL F'6�, : E.0 !r- ; I EITSTING POURED ! , CONCRETE OR I, -A 4 : ! i i I I . : I LL-Lg. . , , f f j - f : . �- - AB- I 1 �,M-. - I IT 11t, .L � EXISTING POURED E D A i �"L ""' to I C 'AD; "A CONC,RETE BLOC. I 1I --- .1 t! 9 4 . 4 �_ , . , RFOLAREt ,� : i':, In D, , , ,o;it � I , -L-A � CONCRETE BLOCA ___AL�E� PEOVATED � 12' -F) - REQUIRED - .; ��_ - =!r414 I/ �, r__ , I - I -, -Z � , : I I � , I 1-1 . I -1 L � ., . � C � - ,,, I EXISTING POURED - 1H CONCRETE I , :�= - - 1 .-I. - I- -I'.. � I r , . �:_ t � LIIII -' __ - _,i/' - . REOUIRED ". 'DoODY,ii ----,E I , I - ,�4 1 I Z� ,.,;�W 1.1ii- I - 1 -_ ;II - _� , RR op , - - IPI I . _ _ �.Rrlr ANCRIDES i*, LAT, r.�IED IF/ STIAO ,OM, W_,,, (RE SCHEDULE oi, TONCRE"t A.C.m . - (SEE SCITED.ALE Do, 8� . . CONCRETE :�11 'Meii_ OREE SCHM`=[� I - 4,01i; - (SEE SC ON - TPHEYS a THRI 9) SHEE-1 a THRO"i 0) ,,.ni a THRI 9) .1cm 8 TH"OL'c" 9) WALL MOUNTIN SECtION I SI I CEILING AND FLOOR MOUNTING SECTION 2 SCA�t 31A BUILD&WITING SCILE 3/8- * ALTERNATE BUlt OUT MOUNTING SECTION 4 SCALE 3/B-1- I I T ; , f I E.D. EDGE DISTANCE : __ I I TE i- - (SEE SC-EDILE 0, I I � ��. IN, ,=- - f ,J) p SHEET- 8 & 9) I ", - ; ! 9 : � I i I ! ILI- IT ,I : K_U_E2E QQMWMTQh_Q""_!MS - � Ic"EA" ,,`,D IF A, I T P [2 ,/E' IT, td,--'L.� ; �, Ill..I., too, '/' & BOTTOM MCUNTINGS CAN BE cc ONIBINED IN ANY WAY 'TO SUIT I � � J� : " i 0"o " L 1,�5 A. � ZI/f," MY I "ISTAILLATiON _�� I ____ - - IN V�j ...... .-,*.... . ' - 1. I � � I , 0 , , . Ic - ,21� .." lils� --�� % / EXISTING. POURED �, : .. I. FLORIDA BUILDING CODE (Nigh Velocity Nufricone Zone) CONCRETE -3/, - � E D REWIRED 1 * : A J- (14767 t : : j - ROEC', - 20 GAGE GALVANIZED STEEL STORM PANEL CONCRETE .NCHTARTS , , 19%` "et= :1 VFT` ED i ".. * : TATE V .: * E, S _P I. I - . - ,%--_�, - - T, 0'- .d - 1, " __ !, . __ " " ON PRODUCTS, ULC. I ' I \ GLOBAL PROTECTI I I L I E C 0 NI . '"/n/FiFID, DOE CMUNG AND FLOOR MOUNTING , I * " � 0AID 4 ��. , � � ... ,I � %. 11 �, � DAI SlEcirtom ZA "I"I - __ 41K, - � �4c�_* 4-41 . � . �"t- .Oos`_ I 10L,l. .. - - , E,)_�, - (..)_YR, . WILs-Im -1--71-1.11" 20-176 SCALE 3/8- ...... 4�_�_ 1 1 - - -_ CA "'. - I - I .I I - i __ NA I ___.. , U RAL %`_�/DAT _...... . . - I,-,- - NALTERITILLA" II -�-, = ".. .. . ..... I �,_ ,r - I -�- 12- - - n I I - INSTALLATION DETAILS INTO EXISTING POURED CONCRETE FOR REGULAR PANEII OR CONCRETE BLOCK & ,'IA' STRUCTURE END =SM DUNLS FOR CONOM INnNIATION IN MM CM31M IM OR WIM CAU OR PARFORKIE rEWALE M. AMEUWATT KOS OP . IA` otio' 'SEE SC.MuLE ON SHEET 8 AL 9) 1 _-__ - 1 I I',*-- ` - CONCRETE ANCHORS "' I MIZIl i1roll" .Vw A= - I.,--- " - T� W- , �-- il 1112. I I . -_ �,_�__. . VI EM FEIRM UEE IMM AW E72 FANG SITIM PANEL SVI ,� , T I .� r - t 4 .4 , I -_ 4 r -1 * � L, I I - - EXISDING POURED i 4� -M, 11- ; � CONCRETE KO,RWD : i ED : I __ . E D 4" .!J __ �� I',.* ... 'I " -1-1 e 11 I II - I I " 4 ! �,) V - I --- -.--- I -(71- IA /11 :,,- -,- I - � I I I 1 -- - , .., ,� I I =---IN 1411 I 'J - - - . I ;i RRIS . I I f , . - L_q)_(3 : i - 4 i � I , I I �, _/ --- I �, . - . - I _, -1, - , - I I I I I � : i Z I � EASING oiOURED : : I I I '. I �* . IA4�21 X, �- - � I — r - II L - III I I : 11 I 1 - , ) 3i CONCREIF OR I CONCRETE BILOCX 1 I 1 - � I =Z,:-_ �- - � _�- 1� . " . I-= - � - - � , : I : 41 6 REoQFRLD � : 1, I i I I �J � C � - `* ,'� I - i I I ! 1, ! ; 11 I I 6 I I I I 1 t!l CASE A ITPLAN) 6 - - _J 0'7TZ7--,..�-_ -f,.;i,::,;_ 1 I . , : . I ; i SCALE 3/.6-1" � .1=1 - - - : �, ---I -i�`:,I' __ I : 0 KA:xDc,,! V I I � =__1 , I f � I ,I I.Ir - Z�li - - SCALE .,/Ie.,- =_ I L . - - 1 I . t ; i _!, .1 __ I , I D,t"""_I_ it) � I - ocK,D,,LE i - .R ___ - I ; - %� - - -1 � I I I I i I .-i r I I , � "', .. -xr - , '-;7' 9 ,r I � I "", - I I `� - 1) - , � I PA I I I IT- - , "I - _� � - I �_ �_ 1. 1* I. - - " .:!�! .91 Z;: I . - to 'r-, - - AT, I - '. TAi I il,��, ID - I : I I I i i : : I- , I -1 i L_ - - - I. - . ::: 1�: _- AEI = 7_� . I I ""'FRI I I I I : � I - I - t � Z_ � 4 � , I : : : � . . _11"VY", I . I ,,R I I - 1�1', I ;_ I I I I : I A a ____ - I I ..* �, ... , 42 - __ - - "'. _//7 -_ � I ___ EA'StA, PAOTED E 0 . : � C RETE OR I I 4-oll : I - CASE C (PLANI) - . - -_ - CONCRETE III RITIQLARED � I EXISTING POURE, L 11 � ; SCALE 3/16.1' CALL,yj�ololl I ,"_�__ : CALK I. OR PANEUNA-It 1- --I'----,. 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A � nL,,Y frr Lot �Rinrs," C__ toIZ._1 - 44" __ Dool-12 __(_1__1.""` .0" ___ -CRI .0---- WAL A .nLU` 11, FI I ,= , .1%, \ - &. 51 inso" - - 'L MT.. ,SIDNE: nAH)osI ,&, ist.),on-Hint 20 -i76 =__:-P� - _. I — - — ". , im - ...... I , . - I . I . - __ t Or " . - INSTALLATION DETAILS FOR REGULAR PANEL5,',A A jA 1NT0 EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES AAACNCARLS FOR CONCRETE SEE SCHE ON SHEET 2 POURED CONCRETE POURED CONCRETE POURED CONCRETE - - TOP WOOD SEE SECTION', ON SKEET 12 OR CONERIET BLOCK OR CONCRETE RLOCEI OR CONCRETE BLOCK 3' I 2 51' 3' I .EOUMEO CONCRETE: ANCHORS REOULREI) CONCRETE ANCHM "ECALPRED CONCIFEET ANACHORTS I * m- �Lstl OtERLAP -I IIII �1) �- " - - - - 9, is IWO W/12 - - (SEE SCHEDULE ON (SEE SECH a - (SEE ScHII 0. F*4. D.M. At 0I sHErF 2) SAW Ili ,ETHEI 9) I - � . --- - -- -iivl - 7 F-9 a 1, 0 a @I 0 * a I I , I \ , , I I - -Zell - i __ Ir 2 I _� - - - LI p. 1 j ,� I .--- Il: -_ I - � ; I I I I . . i - 11 : I i ! 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'* - 7f . 0 12 1/2' D C CONCRETE ANCHORS _ � \_/-,_/-� /-\_��� �'A CoIN, C, D.nE '"I STAIDGERFID " CONC E ANCHORS (Sa SCHEME: Do SHEET .) ,/.* , MAK C,w � , W/ STUD (SEE SCHED,&E CIN TSUI[ SCREDIALE ON SHEET 2) -11 S'ArV ED POURED CONCRETE Cs I CONCRETE DR CONCRETE II -OURCD C -Elt OR CONCRETE BLOCK "OULRED SECTION A -A I SCALE 3/32'-" CORCRTI BLOCK REOLARED DIRECT A] I RIFOURED DIRECT ANA WALL MOUNTING IL DMECI-MQUHIM N51AUMIO SECTION 6 SCALE 3/8. " SCALE 315-1- INSTALLATION SECTION I SCALL I . 3071 1#04, ,,,I X . T1 1'��`, -1 /I- 111I .......... 4,I .. .. P, .. . \I E ., N .- -� FLORIDA BUILDING CODE (111139h Voolocity Hurricento Zons) . * : * = : No 44167 '. 1 .2- TI `AC I 20 GAGE GALVANIZED STEEL STORM PANEL IP F D. - EWE DISTANCE � KTE_fQR_CQldElIN6T1QN_cf_ IF . , . - = TIT, : * -- ,�,t!- --- I I ' - . "I"" " ( SEE SCHEDULE ON t - IT BOTTOM MOUNITINGS CAN BE � IN ANY WA) 70 SUIT ANY Z , I .O... S TE OIL ." - 4 - , I , , \. GLOBAL PROTECTION PRODUCTS, LLC. 11LIECO... TAL, SHEET 9) Co I OMBINED � I NSTAULATION % 1P I _?, I - , - T� 6�--. .Ar �v 1.1 161_4re ; I AI S_ 51 STREET " Poll, '1_11.'11C1TIC'i` ITTIOUTTY � Ak DolsolnERING COMOKAND, D"I'L. I WO1. , (_ _A__0iiT.tI= *%___1_!II" "-,-. IAK C-M.-VII 20-176 , .. " ,.,.,.,:, �,�o ,P - - I " �_ TPIAls- - . 1111114 I. ........ itio"EN—FAL-TE #4 - .--., 1. . I - I - I - AT - - .,- " .- ry� : I � RAW . Dr Fit — i_1 . � V) -,.-, " (D (D (D _= 1111 a is U) CIO > 0 116- U) 0- 0- < CD -6--oll 0 C- =3 -0 M 0 a- " 0 a) " C/) ICU " co =3 IJILI 2 < Z ;Z < _J a- I - SHEET NO. SH 1 ..0. - I I - 1! - H] - I I I - I --- - -- - - I - I I I I I 11 - I --- - I I - � -- - --ji - I I I ILI I I It - - - - I I . - 0"�- IPPOW, ",OIC, =14* - KOIM - -- UNG INSTALLATION FOR jj� &m. -mmumm ADum, � -- .... "..., - -- - .=,(= mommuLt . :SMOCHIPAEON 1� SPLIT PANELS -r- 4- ---- --- PHO7.1 III � ----" - 5, - ,I-- A 1) 1��, ;, � - , I " I �: -`N`1 , . I I I ,1./.*. 1. OPCN : � � I - 1 <3� " Xr -.,/.%� - 'p. :, I " -. - -P� 'N' -. 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I � , I j ;I L i-11 K. , l'--% = "a- - ELEVATION I I �----�,- �� J-� I'l - - a - a ;,, , i-mOrmuncut (42 SCALE- 1/4- - I- I � 1. -GUOS, ; WIM �=, : l I ; I DETAIL I ; : :1 I , -�Z---" / ,� 1 --- � I I , I � , . , - 11 � 11 . I - : i I I -- ---- maclat, , 1 1 t KKALcK-FSmFsomDKAx.-- 7 = -..6:I7-'- - I --, I I , ; I ---- � � - -� - I.. I o' ... I..'- .-I., - - ,�� ! I � ! ; -al-� I 1�1, 0 - : w;.--- = - 111� I : i I it �1� 11 I I ; I I I I I I i� ; � I 1 -1 �: A., 1� . I -A.v, , 11 � -- -1. ..... I . I 01C C'--..rj-141�s,rn 4 i : -, 1 � I 7 � i . l�� i : 1 r : 1 'I 1 T 7 i ; : i� - - - :ii I I 1 ; ; � : i i� I I i ll I ! I ; ; I � : ! ; I : N I I I : . : 11 I I i � � I ; 1 I � � � I ! , i : 1 ; I i , i : - M 611r. F- I I � I , � - 1,/,. I I i � � . 1 � i : --,- I : � . I : � , 1 ! � f 1 � I I I .. ,---Tr. IKOLov, .j 1 "'74-,, I. I � � I - � i , � : I -----� I i 1. #I../ - ,��, I - NP41AKDOH - , - I L, lt�' - . . � 1 1 ; � � I I , I � I � � 1 1 LOPT D` .-I I 11 I / I- . r- T II, � / GO GOOL' , ,7 ----- ; � 1 � 1 : 1 . I I - GA -.: I . nUXD ILOCK � --1 i ! , : � : 1 i i : 1 � I 1 $=3 .�j ! I i I I 'I i i I i . I , : [ � ; I ; : � TOO. IIWOLL /.1 ...K.7- e ; 0 � � � - � - 11 I . I I : i il� .Sv� - . - - , .u'.0 ,----j - TO "- - - A,t� OF."o.- -o -1 T� -------- 1 -�! � ---4 ; IT - -- �: : I - --- - � I I w-K- ---, !! 7, =I!,. �i' 7'i !�,� . I ! . j I t, -------- �-I- ,'�`/:Lw ��' -� L11 " - . I 11. -I "�--'� - - -e'l 2" � "_r .- 2 A b -, 0. - A -) -' I Imerl. ,I,, ,,-7-7i I , t I � ce --L, - I I I , I I I -, - : " . 1, =6 SPLIT STORM PANEL ELEVATION I I t" rELEVATION SECTION Y-Y : I I I SCALE I/.--,- SCALE I/.,.,. M. SCALE I/Ir-l* I .. . - ., - ! ,� N - I -j'', 1, 1, , � ;� 9-P& - C....'r , I MULLION SCNED= OCIMIND -- T , uIu. muum REOURED W% , I- - I SPAN (Ft) - TUBE MULUON I I I I ,,, FOGOONT', MICHOIN , I - 6. 2' . 3, . !/8, "..),#I" I .-.. , " 0 (= "N""" 11, - := � I , I " --- "", . I L I'AIAL > 4 -6- TO 5'-B' 2'. 4'. 1/8' - I � L "DIN, ,,P-,-,t� �JZ*;,N - .!��- ,Q �xv% - - - -, . - , 1/8'. -,,.- �rap'�� ...fk, �, S'-m' to @'-Io* ,I, , 1^ . ", .1 I =--=-,-"" - ,--- 1� : . I S . SHOT, ... I ,-�.--" ____w MX`cW, 1. s'. I Y No. 44167 X . i � 6'-10* 10 V-0, 2' . 6' - ,/B* - z : . : -- 3* : * : * f SPANS VA . FLORIDA BUILDING CODE (Nigh Velocity Hu . ,g FDR A -SD DESIGN PRESSURE RATING I -1. ---- - t . UP To - 55 0 " "' . rARVL T�W .... I 0 �S ORIENTED .., MWOD. � SECTION I MLE-�K .. �'tOAIOI,, . . - 20 GAGE GALVANIZED STEEL STORM PANEL SCAIE 3/8-1- - ----- 1:1 .... OZ.:." � " ' "' --, - - . \ " PROTECTION PRODUCTS. I.I.C. --- ; - g . - 1. - I 111LIEC O... . SO. s, . - - , , NO!E. MvWON CAN AM BE INSTALLED P - -v - I , o" so IIIAT D, Is ILOCA Y,z / TOLLIT TIVITHOOT . ENG.- COMOKANY Dust, n- 3331- BOTTOM TE13 AT lop OR BoroU OF OPENING j IONC OANEL OPENING W1 TUBE .=r W, -,- - - . .1. PHOW. (��.ft-�'. 1. (-)W-.", TOP & Timm) m �� .- - QW0 --I., - - , - - . - , -- INSTALLAII-ON DETAILS FOR REGULAR INTO EXISTING WOOD STRUCTURES - PANELS,'J, A L1A - � - - - - 1-7r OK" I - - � I :/-1-`Kw- -1 7 0---��.� ; I I-.--- - 1 ; -'D4 - i I �Vrzv- .. , - I . -- - . - . � �'., - - . =�. 'n- - - OIDOPOOINKs- , I I I . , 1- - - . / / -, - ,= -1 'n. -*- -T-� � -- e, / - , . I I i tl- � . 4- -X -) -. I I -.`-- iT- OF r.�-=�.- -- I - I 7 /-,a -H, " I/ i 1.�.. -PW (�D .!;r. --.-BD,D 1 4 -,""' Iii. - I � - �� L I ; , " "OLi ��, IT - ii iS i .� 4 I I .� I �17 .,# IT- I I i ; 1� , =�V-111--/ .. , 1 � 11 �-A + I I I " - ; � � 11 .--- . I , � n-z=., 1 � - I I I 11 I FT-T entn'MI, - .m. - N � I F i -.11 . I.- - -1j3 I I- 1� V. .= i5ij L '11 Iff.- z V. rl- --1, - -- ULI ! : i : 11- * I =11 1 - ;9 ."-.^, - 1 6 L,-* �11 I - . . I . I- i it-� - : - - 'I I ,.� i - - i ! - --01 I I - : I - 1 - - ; GO -. --C, I i I - i I- i ! - - I I I 11=1 - I -- - - K --!��, : I � I I 1. - �,l � --- : . - I ; : I I - I 11 i i I . i I -14- -1 �� i - k - t - I % W". I . . - 1'. - - - I I . i -,I - 11 - OpqD`Ar - - - I . - --A�- 9 - I - ------=--- i - 1- . -, - `� I � 1 � -1 I ... : I i K, - ! i I I � - I - I I TO i . WALL MIOUNTM i 1 4 ; I i � I . 3 IPWALLATION i - ALTERNATIVE 3W i I 1 4=.' - : I I I I : � I -41 - 4 - I . IH A 01 . - I I -; 7. T 77 . I -111 -Ig - Ig- 1 4 SCALE 1/4'- I' r-12n -*-"'- - I - - - M.- � I -- i i �-11- * -- -\ 4- I ; I "- " I ilr- �-- I / n;� i L I 1 ,P* ,4. 11 1� - .-- " \ --qt --� i `�� " BUILD -OUT Omxt I �1 , -", - - " - � L, tt-,:,---L t- 11MALIATIom - ALTERNATIVE I I -, ..,M,t .-. , , I --- -1 SCALE. 1/4* - I' I Id - ---,-T1 ,,I/r---- . CEILING & FLOOR WOUNTIN WALL & IFILLICIR WOUNTIN WALL MOUNTING INSTALLATION - ALTERNAIM 4 INSTALLATIONIS - ALTERNAMVE SW (SECTION AT TOP IS UMITED TO +55.5-67.0 IJIAX� SCALE 1/4* - I' DWALLATM - ALTERNATIVE kSO, DESIGN PRESSURE RATING) SCALE, t/4- - I- SCALE 1/4- - I- - Zlz�, I 1. I- - I --, - I I I --- - ---- , I . I I /-.-- � I I;- � - I ---���� i -`Tt----1--i I NOTE ; "01 ........ . - '� ... Tfill"'O", FLOOR IWOUNTENG INSTALLATION - SECTION "W SCALE-- 1/4- - I- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS�D DESIGN LOADS PANEL'S TO .,��i� - , * ,.e 's, --.1P UP TO . 55.5. -72.0 AND LENGTH WOOD FRAME CONSTRUCT 2. FOR NEW ION: WOOD UP 8'-S" MEMBERS TO FE SOUTHERN 4q-,-----S"* - - ")CEN S i .. "" ' : * FLORIDA BUILDING CODE (High Velocity Hur cone Zone) PINE NO� 2, W/ SPEC IFIC DFNSrIY OF 0 55 OR EQUAL , z .1 No. 4167� *-. I . - - FLDLDO. - 11 20 GAGE GALVANIZED MEL STORM PANEL DRION IN: WT1 = . = * ... I - _ - z . � ,� - �, : I __ _*_;I_ - - - -- �� -o'. O'_ f ST E0f- FR . � m-almas -� , , GLOBAL PROTECTION PRODUCTS, LLC. GAO,, 11LIECO. -FQ9-fQYRN&1IQN-QE-iLU-"1: I CAN .- I _ S',�.... --- , , At 01 -�!-,� - R I i ; - 4 OXIC SO 11 MOST - L - TH.Ln TESTING ow, n 'S" 0 P & BOFIOM MOUNTNGS BE C OMBINED IN ANY WAY TO S UfT ANY --, �'..� ,� 7� " 1-1N. �;,� .�,� , .. .., .. - .. . - - . - ...W- (.�)�7us� 1. (.�O-41", 20-176 - - -1.1 .1 - I"" 11��1.11. INSTALLATION. I I . . ., .,.*:'�' � ,,,,,,-V NH; I ... ... I I. ow MAL'-sa,un-vu- - - IN -MR A� 1AUT ."I'L I I - - RN I I . I - FLPROA � IT . IT, . - --W�,--T- - I CoNcert AKCHORS CONCRETE ANC-m I FOO CONCRETE ANCHORS� SEE SCHIIEDW ON SHEET 14; (SEE scHmLf �--\�N (SEE WHEDULE ON --\\ � nu, Scwo` SET sEcDo. ON STUFF Is SHEET I.) SmIOr. I.) I -r- 2 2/4. 4� 3/4 - 4/4 1, 2 & TIV1115 1. 2 & 11 -- I __j ,*-� Fool/4, r* 5. /115 - - -, POURED CONCREIT --- - - + -+=-I---.--7 1, - - " .5,o- so. REOUFOU,\ " 5w. � I I . . . 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I I I ! ; I � I I . � I � I 0 11 �., I 11 ! � I i I ; .1 END PINTOS) \ 1� I t ti L . � � � I OSCE DETAILS 1/1, I I I I i � �,,i"' Ll(�-.;O�8-,..., I 1 ; ' I i r- - " I � d � I � 1 I I I 1 � I & 7/,.l 0O -1 � I I � . I I � m � ' T T '--l- � - I I 1�.T CO. P.�) I" 11 � i i I I i i I q i I i I � I I ' i I � 4 I I i 1 : 11 � : Cscr mus ,/'- 11 I ��VEJ i I I I I- I I I I 1 . I 1 I I 1 1 �M Co. . i . � I i ; , I - , � I I a 2/,.) I . i i � � i ; � 1 � I I q I I I I I I ii ; I !� OR cONCRm I I I I I i I � I I � BLOCK - . I u�� I I � -- -- I fkou*m i ;1 I � I" I : L*1/4, 2/4. 21/4. 3/4 DR t L*I, 2 & W/I 5 1 1 1 i � Ill" Ewl- 2 & I I 1 � I ! i -- , � i I i ALTERNATE LOCAP04 - , I 1 / , 1 1 1 1 � ON LIFE SAFETY PANEL , I I � AREA */NG LIFE WETY PANELS (SEE NOTE ISELOW) . v; I . I ; - ; I I (S"-S�� � . LOCITION OF LIFE i / 1. ". - .I I . I - I IF REGULAR PANELS W/ OR -- SAFETY PANEL � W/O RECU TRA"S I (SEE NOTE 1 - - -- -, � I . . , BELOW) * LAST PANEL &�10 Bt WSTAALED co�ftm ANc--*s 7::7- -/ (SET scmEzutf ow /, EDGE OF UTE SAFETY PANEL OPENING SNOLL wu 14) '- t;:�L OR SLAB OPTION #1 FOR LIFE STORM A,-YS BE M=7D&ML,! AAXZ It - -RE0MWD--1' "o.o`DG`K %.Aflf � FACILITATE -SAFETY . TO TO BE INSTALLED OR REMOVED FROM thSM ( CoNCRETY AHCKDAS OF STRuMAE tsa SCHEDLU M ::�LIJ_ ELEVATION SHEET,.) WALL MOUNTING INSTALLATIO WALL AN LTIO SCALE 3/32--- - -- - - SECTION I SCALE, 3/5' . I' - SECTION 2 SCALE! 3/8* - IT 60-P, w -I- 1-11.1 - - ' I `i� - �1 -- - $ NOT-11 Oft-UEL-W-1T-O,-VOBM--PAN-5-S:IsTEM WSLU.,Afr-ft- lc;�, / 'N /-I\ / \ /-\-/ I ,�,-z: ]�. 4 \�/- �\4 1 LIFE S&FETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - -- OR AS AN INTERIOR PANEL . (ANY PANEL LOCATION IN BETWEEN [Nn PANELS) (.61 -) - (4-111=-Alenc- �IrE SAFETY PANELS MAY TIR MAY NOT BE INSTALLED AD,ACEN7 TO REGU-AR PANELS SEE .FF I) w/ OR w/o REGULAR TRACKS.) 2 LIFE ��S7 PANEL CONSISTS OF 13039- GALVANIZED STEEL STORM DARTS. AS SECTION B-8 CN�M PER T - SHEET 2 DF DRAWING, SCALE 3/32--l' THIS ItSfiF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF EL STRUCTURE. J LIFE SAFETY PAAQ- REQUIRES Top TRACK TO BE composcNT(Da, oo,Toy mkck To Lo ...... 111011414,1-*4 A PER SHEET 2 OF Nis DRAW, !!��i!w\ vlll;�k!� '�Cu` BE INsT WALL OR FLOOR MOUNTED FOiLZWING SECTIONS I a I, � , , r�ENSe `- - -, M. * -, ".. 2 O��IAIEST AS LLAALLEDDETOULS I OF 2 ON SHEET 14 S WE NY 1� FLORIDA z : -, - S BUILDING CODE (High Velocity Nu Cone Zone)l 4 M;I, LINGTH FOR COMPONENT 0 Is 15' = -- .. * z NO. 11 . Mo. ANCHOR SPACING FOR COMPONENT OANCHORACE AT BOTTOM IS GIVEN ON = .: . - � .`IX0. - 1. . * 20 GAGE G06LYANIZED STEEL STORM PANEL i SCHEDULES I III 2, SHEET 14 t * �. .., -- IAAW� W - COMPONENT 0 MAY BE PERMANENT DR REMOVABLE -!� s An `�:7-:?'- �-- - I . � � , I" '�, - To% t57--- � ,, GLOB& PROTECTION PRODUCTS, LLC. 5 SEE DETA4S FOR INSTALLATION INTO WOOD FTRAAIE BUILDINGS ON S�El` 15 "I t-1. IF �'* , � - " 11LIEC0111114C .OR `-, 5ee.', - - - Zq,�6 / --.� � S�. 5. SIREET - �� ,�,4�Z4-,- 6 SEE SHEET 4 FOR DETAIL APPUCABLE TO THE NECESSITY FOR THE INSTALLATON OF "', nw, PAW, n- M%4 2D- 1 76 11,1Z 1 1 -.= - ..;t.m - - . ... PHONT, 0!H]m-75"s. FAI, (�wn-4n, , � , '. ,14�11 S FACERS AT TRA,CKS INSTALLED ADdtENT AND BMND TO S%-CCD/WOOn BANDS POP --- - Tua) CA- - . -.,,. - . I - I - I - . I - I - . P E SCALISCHATUNIFJDATE OftnX A TALUT �, PE ; - MORICIA, ,4 III -16, I IF I . I - I - I . I - I - - - - . I I MAXIMUM A.S.D. DESIGN MAXIMUM ONLY FOR PANELS3 &g PRESSURE RATING (p.m.f.) AND CORRESPONDING PANEL LENGTH '1-7 SCHEDULE INSTILLATIONS AS SECTIONS I DHRU 10. ON SHEET'S 4. 5 & 6) DIMTIVM PAWL J'AMRIAILA To ICONS CoIo�To. .. ) To CLASS CONDITION . OF - 14V . .55.51 -1zo . r-1- DR LESS � 2 1/4- ulealm I i THIN, 5 6 I -- -I--- - - � .355. -170 : 11 - 5* 10 B'-8- MI,. ! 2 31-' UNBOLTED I I D'sk, 5 A 7 - .Sao -1ZG l-s- To -----4 I - IV-2, - 2 1/2- - mano 9 MCLENCT, I IF - . AT OVIDILAPS � ..Ia. -.80 1 12 -�- - DA LESS ' 3 1/2' ' nDGII,4�� I TOL 9 A ITT , - BOLTM *1 I/4`K-2WI* SS us III W`OOWU` 9 O.v%AP & VOLSOON, or "L MAXIMUM A.S.D. DESIGN PRESSURE SPACING SCHEDULE FOR RATING (p.s.f.) AND CORRESPONDING REGULAR STORM PANELS jl MAXIMUM ANCHOR & U INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES vmijD ONLY mR PANELS @a @ PmAuAnotis As PER swnoms I nou 7. ON SHEETS 4 A, 5) HA`MUA` kso I HAKWUM ANCHORS SPACAIG FCOI ED - 3 1/2- - : ,- - ------- ms,GH -10�- - -Crw-cO,�, - I- CALK- 1.�Au�n 'TION-1, 0 APPLICABLE M � OANE,WA`L -Im SmTows IT & HAXWO PANEL PRESSURE ! TO -T �o - --7-f6- ��� ----IW- �N CDNBomnM ; LENIGN %* ("�) 'D CO.CAM cowiciern '. COWADYL i CONCRITE R-TO4 OP. 1) I 1. CoNCOM I COHICAM TO- ".C,;, , � , a THEM - -- � BLOCK, . BUICK WOCK I BLOCK + BLOCK a' 1 ./. ./, : H/A ; v ./. .. : V, - IT. (TOP) � I -----�----- -.--.--. -- - -- S, ; 5' ./, 1 NIA - ---I ---- ----,- - - .. a' .. I IF - ---1 r I .. I I I (BOTTOM) � - -- i -- - - ---� --- - - -.-- 4 ------ -- -- . - - --I LTO' 1 N/A 41, NJA . I 6, N/A 6' I ./A L IF I ./A 2 OCKLO _-- ---- IF i ./A V1 ./A -I-- .- I -- - a' - ! .I. 5' i N/A -i----- ----- S, I ./A 2 (BOTTOM) - __ ---- -555 -720 a' I . I "I, 4/1 -- . - --- - ./A a ,,i/. ", i ---I ----- .- I ./, 3 & . rw) Y-V OR LESS OR LESS ------i-- --- --f --I/-, -- -- - I --!-..- 1 51 I ,/A O' 6, TO. TO. ; 6. v 1 3 BOTTOM) I- -- - - I--- O' P N/A 4/1 I �/A -- . -t- - IF . - A N/A - --- - - - ----,i.-----,-- 4- I - �/ --- --f - --- -----I- 6' i H/A I .7.---- --- 1 -- I . -- - -- - IF i " " ! 6' ----7-- ` I-k/. , (TOP) � --I ---. I TO. IT a . � a I (BOTTOM) .,. II ./A ./A 1 .2 112. � - I - - i --i---,/;;-1 --W-,7---T ,2 ,/7, 11 a I/.- t 0 V., � - I i -�7--- SEC SHODETS 10 I I FOR ANCOMRS " & SPACING FOR IHSTAULADOH& INTO WDS FANOT BUILOOKI HIMMUO ANCHOR STAOHDS W uWAAAH IDGE WAHCE NOT INDICATED ON NIS SONECKA1 Tle EM .rSS THIN INDICATED DH SCHMU.f REDUCE AWCNDO SPACING BY HILL LTING SPAIGING SHORN 0. SCIED,IE 61 THE FOLLOWING VACTM FOR DOS MAKING. To BE POSSW RIDUCED P0004 ONTINMED USING FACrDA - NOT , LESS , , X, .04 Do. - .2, - AT -, ", $am= rat ,/.,. ,/.T. -1-/..*. I qr. ,/... ,/4-. 41444141,44, ONGGH OF - =�. o,IU,-IO wxC- - -- -1 AAW - ....... OAI.,I� 5k. A J�l '4S. ---20--- I � I , ----- i -In.- -1 -T-�-"- �:, ,�',\� ,-, . . - -.�P, -- 1� . I I- 1 ",4- --- - (.J - ---- - --3-ln-- - - --- 444W. ,\CElIl j , I FLORIDA BUILDING CODE Velocity --1 -wKKti 3 I .- .. . � z (High Hur cone Zone) - . News, LA fm I PAIININ . : - i . NO. 4167 "-. S g,� * OzaQ x1foo. wC 20 GAGE GALVANIZED STEEL STORM PANEL - - ss - * S -. I . IT - - 1�- i I I GOON, " - -- ---1-1/2- ---- - - - I __-__ - , I ---: "n, - GO, .�- - --- -.-,- ---- - - --- - . -- - " . I � T :]� -- - -, S.,$... S - , - 'T i G - E (� _fj 4 , I CTION PRODUCTS, LLC. / � 11LIECOome"' I\ GLOW PROTE "' U/M DATE I - r --- - - - � -- ,;6-- I--, - - , , -, I - . 1. Il .. ----- 4 S" 04�'--. "'t 1O.", ,r - �4-1. " , "" . . ., 'iVOSSI ..I - 10- 0 � I' � SO. 51 11PRI, TIULP TESTING DOME, D. =I. - - I'l" ,.:--.� - - - I, ... RKOK: (Os4>00"546. ra - 2 LOW --- "141#6 t C.-FOCH',.9 -.1". A. DULIT . I I I I FL," - IT ;-�,, , - - W I - I - I , 140�11111m SEE SHEET 15 FOR ANCHM TIOPt a SPACING FOR IOSTALLATONS ONTO WOW TIVAIE BUILDING MOKAHUM ANCK0. SPACINGS AND MWONAH ENE DISTANCE NOT INDICATED ON D. SCHEDULE 10O ED LESS O4DCA7ED ON SCHEDULE RMUCE ANCROR SW4P4 BY IdU,nPLnNG Sp� 9100II ON SCHEDULE BY THE FOLLOWING FACTORS MR THIS OPERATION TO K POSSIBLE REDUCED OITTA,INUI USING FACTOR SHAIL NOW BE LESS THAN MOWOUMI SPACING "DICATI) FOR EACH ANCHOR TYPE AT ANCHORS LEGEND, Ammm rwr ,/.-. '/4*. t14T. 1 I/-1. ,/,-. OF 'AuGUMD, CHI ------- "`-"" � 0 fOut sucaw; (.1 - -�� , -1 ,/2 - , -- - . -� = (k) - ,, 7-- - � "�*) 3 s A -3 -.-/2-- _oI- "K Frew I ",- . I - I - I - I - I 1/1. - - - - - W r 'GG , GO, - I OF .3 3 Ilr I - I . - I GO --- I --. - I v (-� . v OUSS . - I DID, IRCOOKS, -- I =--� "'o- � 1 7 -. -!)-.. I W-* I " -. I -- SEE SHEET 15 FOR ANCHM TIOPt a SPACING FOR IOSTALLATONS ONTO WOW TIVAIE BUILDING MOKAHUM ANCK0. SPACINGS AND MWONAH ENE DISTANCE NOT INDICATED ON D. SCHEDULE 10O ED LESS O4DCA7ED ON SCHEDULE RMUCE ANCROR SW4P4 BY IdU,nPLnNG Sp� 9100II ON SCHEDULE BY THE FOLLOWING FACTORS MR THIS OPERATION TO K POSSIBLE REDUCED OITTA,INUI USING FACTOR SHAIL NOW BE LESS THAN MOWOUMI SPACING "DICATI) FOR EACH ANCHOR TYPE AT ANCHORS LEGEND, Ammm rwr ,/.-. '/4*. t14T. 1 I/-1. ,/,-. OF 'AuGUMD, CHI ------- "`-"" � 0 fOut sucaw; (.1 - -�� , -1 ,/2 - , -- - . -� = (k) - ,, 7-- - � "�*) 3 s A -3 -.-/2-- _oI- "K Frew I ",- . I - I - I - I - I 1/1. - - - - - W r 'GG , GO, - I OF .3 3 Ilr I - I . - I GO --- I --. - I v (-� . v OUSS . - I DID, IRCOOKS, -- I =--� "'o- � 1 7 -. -!)-.. I W-* I " -. I -- --- I --. - I v (-� . v OUSS . - I DID, IRCOOKS, -- I =--� "'o- � 1 7 -. -!)-.. I W-* I " -. I -- :/'.D .3/8* L04C 11DASS FISHING III/ INSTALLATION DETAILS FOR REGULAR PANELS(I & /:-.-zw- ss us * e I/,- o c ,os I . � AMEL LNGTIG m To 5,-o* AND 6 1/1' ox INTO EXISTING WOOD STRUCTURES . FOR LLND" UP To -8` MO, DR #---,o i I NEUMATIE FINALE D 00 PANELMATt � 0 - - , I i � I _ I 1 12 112- 0 C, WON 1 1/2' - THREADED I - I � PENETIATION I* ME4[R FOR ALL Un#GTHS UP I I . - � f-to $'-r w. I/ I ; I � , - I I . I f---- � I : I .1 i 1 � i I I I - J7 'I I I +� T.-- � : I . �, [4\�4� [_- - -,- ,,._-.,a FaLn � I I i i ; Lu'� I" - - �- I ,7 i 5 , , ,-eQ , W, vn C- - E-j ",,,, BS� � I - � , . I 16 : ; I I I . Q - -� J I i � E I - --- I I '.' I I ; it I E-i � Eoi dme=!i� - I ; I ----��- : I . 71 r 9L : 19 21 ,�� ,- -- =� �'(---03 - � -, -- I -, - - i I EGU,-�� I OI-D I ) - I i ; - I- - -\ I I , 4 I ? WFOUKED : I - .E.On, ONGNIAMEA I I I - � ALIKKOED ! I z � r, "'I's' r_- ; 1) SO -A- -,- ; 11 -- - - 4 ! i ALTERNATIVE 1W ALTERNATIVE 2W � I - - , - 1-1 ;� -- - ----.L--- scAOr 3/8=1 SCALE 1/8-1 - � I r i I ------ -------- - -* -74- I . I I : S4% SC ON swxl a I f I � I F . , SCE scmrDuLr I . DR - sli'MIATION I � � ON SHEET a I I 1. �s I I ;X-J.. i I I - - FOR - I I I IIio� �j I I!i1I!T--, TIOARG` IRV- ;, TO GLASS : , I I :____- I EQ� I '-I I I I I , ED, * . Rr E t Q I I ��,�---1 � I .. � I I i � r - - t 1 � - ---- - OR To ro I --- ,- : a E 0: I ; , i , 71-1-7-,- rof 1k;. � - i I - ..--- I - - -0I F- ; j "'i 1 -�Ir- - - Eo I --, lilt j ----�-- - . i cim-- - - - tir ,�\ I., IT � -- I P Z -__,�.:: -I ,� , � I OTGUes. ,/-' I D . 5/6' LONG 8AASs BUSHING I �\ I/-'- - -. . I I . cc i L I em's !",.- 1-s ATUD.00D, � - -/ ,/.,.-2N2' s sUu , 6 6 I " a III . 1/. i WIND .11%y� naOININELurug" Ms.-, AND. � '--r4) - I , I j 1/4* o c, ros LEN;Ns up To Ir-a' M� � - 1 ITH- �% 1 1 GO I- 0 AAKELOAAFT FEMALE 0 GO I I I WoLso, � PAMELOAFF ftUS III 12 112- 0 C OTTH I I ;/. UO, scmvs..4�� � ,-. ALTERNATIVE .m ALTERMTIVE . LI,010D .E.EPUI AT I : I . /I'- DOWND; i i vl&11'�- OF Emnim; VODD -LATE f- 1'..' -11TE I O' OL`,x SCALE 3/8-1- SCALE 3/B.I' j i 1 1 ALL 'Emalms L. To IF- a' " `HOUREG - I , , I I I �&ANCNOR-fM[ONS - CONAIMANNS NG IN!aALLATJON 140TE SHVITER TRACIG NOT 540" FOR CLARITY DIRECT MOUNTIW, INSTALLATION BUILD -OUT MIOLINL�=l ALMNAM ALTERNATIVE 7W SCALE 3/a.t* SCALE 3/3- - "011101INTAN NOTES: 0, I Tltt/�,�,-% ......... e ,� I , 446 1. INSIkL-ATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS E N se .... % Up 70 . 55 5, -?2 0 PSF AND PANEL'S LENGTH UP TO 8'-B' � * ,4,- FLORIDA BUILDING CODE (High Velocity Nur Icons Zone), 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN z : i 1b -. - S � M.Tco. OXC Fls� t4o. PINE NO. 2, W/ SPECIrIC DENSITY OF G.55 OR EQUAL Z : I * = 20 GAGE GALVANIZED STEEL STORM PANEL - * - DAMON I i : = --4 1 * .. , I . z .. of - ---t +-2-- -,.�- - - - .. � ' . GLOBAL PROTECTION PRODUCTS, I.I.C. G"""""` I - I RINATION SIEC11QN5 S1 I , - , , ,E 111LIECOOr.c. F�;At - drL Rkz� � , WOOD S.. 51 ,pM17` -'�-7, :Tloki s0o, - - - .' -er,� TOP & MOUNTI-.1111 CAN BE " - - mHana"m -. I 33311,) I'. _o -"" , ('JOBB-I&Q, I. - """', - V� -I `P` I �2.- CDMBINED IN ANY WAY SUIT ANY - - TOW-1-1-11. _ _ - - -.1 ,�i�i � I - - INISTALATION CA-CIDN". -.- - , SE.,`S,0kXTVPF/D.Ff If. - - WALTER 4 DLUI` ,4, 5 vp, - . , I OF Be , ,LGOI�A I I . I [ - - - 1'.-O � it ;!-,, f I ii-, , II - i ! � - i 1-1 i --� ! -- I I I IT � I 1 1 ; I 1 � STUDS 0 EVE111 I OVERLAP -7O , ; I 1 I (12 1/2- OC) : 1 --T7- TO HOLD PANEL I. I : I � � - AT END PANEL -- 1 1 1 - r-'-7-, , I � I -- STUDS 0 EVERY - I i � OVERLAP � I � �! . I I I � (12 1/2* 0. C ) I I I 1 ; i � � TO HOLE) PANEL- i i I I IT -- - --I- -.Ljl�--,--�-�- 5/8. - (CASE �) I i 1. - : � � : 4 3* IA,I (CAM I) I I ;� I � : 1 14 I . 1 'I I ; � , I - I- � . . . I I I i � : I 1 ; : I I . . I I ! I i I i 1 i ! I 1 : 1 , i ". � I 1 \ I I I � 1 j 1 Oil I 0, I i I I �, � L ! ,-I I NMI �-tl'-L�,---L I IN I � � -- ' - - I . /,. SEE '- INTERIOR PANEL � END PANEL / - '. - ., 01 SCKE-DULE #1 L, - @ - T-- FOR Mw - FOR Mo. OR DIRECT MWNT ANCHOR ANCHOR SPACING SPACING - V-3, MII, - DETAIL I : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) SCALE, 3/16- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (2-2.1f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT',J) FOR INSTALLATIONS INTO CONCRETE & CONCRIETE BLOCK STRUCTURES SCHEDULE 0 1 -Zft� 0L. MOVIE -C"UONS- 1QE-Jt- NrQM,1Ly X�P-a-A--'��- ALTERNATE LOCATION AT END PANEL I N I I I , I T -.I- �- -1-j-L-L--,�i -�-4- --A- 11 I I I I 1 I � I � I I 1 I 1 1 , : � i I I � 1 � , , : i I I 1 I I , I � I i . � . � . ; I I 1 1 1 1 i ; : : ; ! I I , ;;� I !i � ! i I 1 : ! � 11-0�` I : I � ! N, 1 . . I I I i--zi i I, � �T, --=��--- � - /V 11/4' SEE I SEE ' ' � INTERIOR PANEL � END PANEL _. SCHEDULE . SCHEDULE - - (i� - (§�- - 3- 02 FOR - 02 FOR - 3 - Ma* ANCHOR III- ANCHOR SPACING SPACHH; -1.-3 . vl� ------- DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEOM" ScAli 3/16- - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (z).s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 71-7 SCHEDU 16PRUL&ALL QNLY-ik-1401filfi I ALI; N�-�mf:. T1AmL-Qft-%bW--1j- WUGMUH 1� DESIGN POIISS.m OUTING t, , I I DUCON I v I. -GRIP - I Peo-n '".Or v P-NELHAA -Lus APPLICABLE to ��CDDW5 0 . - OF THEM "' MAGWUM PAHIC. - 11* I'll to "O."Y" To co,,,,2Rr`E I To 1. - , I " =�a c�� o -.�-- -- To ,C � - -, .im 6- N/A I N/A I N/A 6' N/A 7 a- ! N/A I III 2 (Top) .55o. -72.0 9- 1 7- 1 ITT T--g�- --q�- I 9' 9' 9' Om) s -0 UN I.J-5S 6' I N/A !�A N/A '. I N/A , 5. N/A - I I & 2 ,55o -rio � 9 . 5. IT E_ j 9- 7 112* 1 9 I 9- ,!-. -1. 's TO 7'-6'1 .55b -72D 6- N/A__ N/A ! N/A 6- N/A ! 5 I N/A 6* � N/A im I Ar 2 �TOP) 1�7,_6, To I . 1 9 . 4- q- I 6, _ -v- , -E- r-6:�v 6, . V 8,_a. I SQtm---1-z-XLx, fLQQP-vWNT-=ftmION5 AL-WmM-*--".-��1,2:--! MAKOMUO A -SD DISIPH INDESSUIDE III O� ., � IIU I TIOND IT SIB' - D1010 TOP 91 ANG.0 - C19 I MIUD III r - FROM W OR JOCLU APPLICABLE TO , sECC QHs I & ..DrCM,LfW,C, OF THEY MAXIMUM 'MEL LENGTH -L- (IT ) IA 7 ;h*-P, TAPCON �� ITT "ON131" marm CONCRETE 1. -49-2 -61.5 1/2- . ,/2- 2 (Borom) - 7-45- -OqLM �52 a -56O 3' 3. 4- 4 . 2 (BOTTOM) -- r-8- OR LESS +550 �72O - 1/2' 2 1/2* -- 4' 3 '/2- 2 (BOTTOM) 7'-G- OR LESS +550 -72.D _2 2 ,/2- 2 1/2* I N/A N/A 2 (EIDITOW - -- - �7-6- TO 8* -o' 1�55Z - -723 -- 1 N/A N/A -t-- I- r 1 2 CBOTTOM) - ---- P7'-6- To V-8 . 1.,<j?, N. TILJ; /;��% * ......... I/ - .--`,,yruENSj`--:f , z 1, '. 2 : *. z : No, 44167 -, * . : * * : - --- - BUILDING CODE MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (2.s.f.) AND CORRESPONDING MAXIMUM ANCHO SPACING SCHEDULE FOR REGULAR STORM PANELS a) & I& INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS (D& Q INSTALLATIONS AS PER SECTION?S I THRU I 0, ON SHEETS 4. 5 & 6) MAK - ----'--- ANCHORS SPACING Doe E.D. - 3 1/2- - --�.- -- -UPCjN U lAP-G*P C^X-FN PANELMATE SOLID SET APPLICABLE 10 A -SO OEM. - -- 1HODLOADE *��- . KUS . -- SECTIONS I a MILIHILIN PAWL -7- - COWINNAD alloN %, In.) P�Lm ; To � to TO TO 1 TO To ..Mn! TO CH "DOG 10 CONC.Am i CONCRETE To CONCRETE: i CDOCAM TO CONCRETE I CONCRETE 10 Co.Cqm 1 CONCRETE CONCINE71 BLOCK BUICK ; I i ; CONC`KnE O' THU. (-f II I . RLC� I BLOCII IT. CONC-11 I BLOCK I BLOOD, , - � S* j N/A N/A ; N/A 6 . i ./A 6. ; N/A 6' : N/A I N/A ! N/A . (lop) I -- -- - -----.---. ----- . -- a" 1 4. N/A j N/A 6' 1 6. 6' IS" 6* l 6- N/A i NIA , (BOTTOM) I I . ------ - ---- I- --- -.- �---- . -- 6' N/A N/A T . I I N/A B* i N/A '. : N/A 6 . � N/A N/A N/A 2 (TOP) � i _ ----- - -- --- -�---- ----t- � - 6. 1 N/A , N/A N/A 5. N/A N,4 N/A 2 (BOTTOM) _��/A 5- I N/A 5- 1 1 - ------ - - - --- �--- --T-- _ __� - - ----. - 1 ,55.5, -72.0 6. N/A N/A I N/A S* 6 . I N/A 6* I NIA N/A I N/A 3 & 4 (TOP) >7'-5' TO g'-B' ; OR LESS ---.--..- -.-- -- -- � .- -- ----�- --- --- T--- --- ---; _ -- - 6 1 4' N/A ! N/A 6' I 6. . . 6' 41, 1 6- OM) T-----------.-1T --- -- ----.., - _d ---.,-----11 a- - --- -- - -- --!��.- - I (BOTT C- I N/A N/A N/A 6' 1 N/A '. I N/A 6, I N/A N/A I N/A 7 [YOP) __ 1--l- -I---,----- I- - -- ----r-----------�----- --- - - ---- ------ �--- ---. . ___!'__�_ 4 . N/A I N/A 6' � 6 . 6 . 1 6- 6' 1 15- I N/A--- i N/A 4 & 7 (BOTTOM) -- --- --- I---- -- -- --- - - - ---t-- - , - 6 I 6 1/4' 6 I/.- � 6 1/4' N/A : N/A 5 (TOP/BOTTOM) N/A N/A 12 1/2' 1 6 1/4' I, -/2- : , I/, I /," I . � ... I . .50.0. -53.3 N/4 N/A 12 1/2- i� 6 1/4- 12 12- �: 6 O/4- 1 6 1/4- � 6 I/-- 1 6 1/4' � 6 1/4- N/A ; N/A 6 (TOP/BOTJOM) �8'-S* TO ll'-2' 1 1 ! - +55oOi �72*0 N/A N/A 6 1/4* ! N/A 5 1/4- 1 N/A 6 1/4- i 6 1/4- 6 I/.- 1 OF 1/4- N/A : NIA 8 (TOP/BOrTOM) ,&'-a* TO IV-2' ! � - I 1 -------7 S. 9, 10 (TOP) N/A N/A N/A I N/A N/A , N/. N/A 1 N/A 6 1/4' ' 6 1/4- 6 1/4- 6 1/4- -- ---�----------+----TO--- -----L--------- ----- �43.15. -4a 0 6' 1 4' N/A � N/A N/A � N/A N/A N/A 6' . S, 6 1/4- 6 1/4- 8 (BOTTOM) OR LESS _ _- - I i --- - ,-- I - - ---- 12'-A' OR LESS S" 1 4- N/A I N/A N/A /A N/A j N/A I" i 6. 1 6 1/4. 1 6 1/4- 9 (BOTTOM) ' - - --- --.- ----- , -- -- - -- ' -----I I "/I , 6 1 ;4�- - -- --- - N/A N/A 1 N/A 6 1/4- ' 6 1/4- 1 N/A l� N/A N/A I ./A I ,/A + N . _ I 10 (BOTTOM) I I - . I SEE SHEETS 10� I I AM 12 FOR ANCHORS TYPE & SPACING " INSTALLATIONS DAD WOOD FROWNE BUILDING MINMIUM ANCHOR VAC04S AND TIMONIUM EWE DISTANCE ARE INDICATED ON NIS SCHEDULE MO E-0 THAN INDICATED 0. SCHEDULE REDUCE ANCHOR SPACING W MULD.IYOKC. SPACING SHOWN ON SC.EDLLC ITT 0C FOLLOWING FACT FOR NIS OKFATION To BE POSSIBLE. REDUCED SPACING WARNED USAD 'ACTOR SHALL Wl SE LESS THAN � SPACING INDICATED MR ECK ANCHDP TO( AT ANCIOCRS JGEM) _ ANOW "W 1/4*. I/O. 1/4'. 1 1/4% I/4*. I/C.- __ ___-.- - � a W-W "M�'T I "V�n O"- SOUD-97 0,40001H .... 4,14, - , 0, - ANC-ce UNICKA; t-) 1 3 2 '/2 5 10 tR A T4 , **--- �OOKKKAO GKI , s - I -Y, Oe';P ..... ; ... �� (-- - - - - -- -- � -- P.�,--**\-\CENL� -&" -ftHk O.J -3 ;-- - , �n I - : e ".. - 1S, FLORIDA BUILDING CODE (High Velocity Hu cone Zone)l sma EA "I ammeam OF A C 7 0 a - - Na, 4167 ". 1 -2m "Droo, - 20 GAGE GALVAN . . - , _ .. OTS_ . _ � _ r 4 . ' FE -- - = *: IZED STEEL STORM PANEL I .,;: B, I ,/2' .5 5 - - z * i * - - --- - --- 2 IT - s- ��- - -- � - T '��N-z - , jj \ UILUISALL I-RUTECTION PRODUCTS. I.I.C. In _ - ------- -- - _- - �- ---. - --t -- - -- ss�- - I -:$-.. S E, �_ I 11LIECOmi --- � *82� GO. 5, STREET 3- -- ,00 - - - IN - 1 0". '01 0, . - -,- - I - -.- -.-- ---.., - - --i-- --_-- - . . .�� .. ,� ft- I _ . n- -11 . yr -�IPI I j 1- - Ji - Z� ,,,,---, ----,--�, - .. .1. 20-176 .;7�, ,-- - . -1 - t 1 --.4 "t 4 - _ PHONE. (B5H"G-7.W FAA (0�)60�.., -111",�,.r PKIN;�,- .� ' T'� - - 0 ON) - - DkAswO; . i CA- NO67t to" 5 ? :1.;U.1'DA11 WTER `I� Duff - At in^i M7.1 6v - F,Q400, ! j - 1 . - sor" INSTALLATION DETAILS FOR REGULA PANELS�j; & IA' INTO EXISTING WOOD STRUCTURES I� - : ------' i 11 I � � - . - .- -i- � ----- f . I _ V4-;O PARELOWATE PLUS - ,� tl4-10 PANLLAIATIE PLUS I 1 114-10 PMEUMATE PLUS I ; I �� 6 /4- OC W/ l 7/0- 1 6 1/4- oc. */ 1 7/e- 0 6 1/4- OX W/ 1 7/8- 1 , : i , THREADED PENrMTIDN TO EXISTING WOW HEADER THFFADED PFTdEIlRA-,,ON TO -- --7 - -- � EXISTING WOOD HEADER WOOORgADEA RrOk _ - THREADED PENETRATION ,TO ExtETING wDoD HEADER 1 1 I 1 I I � ; � � I . I , 11 Ir -----I I I I I I I I I I . F*i�-- -i ", .7 , I 1 I 1m a , ---1 1 I/mr-3/v I I = I I KING NA 0 i I- I OOPIKTOL04, . ,/.* Ile 1 � saw srud . I I I , I . I/., ,,c -1 "G` I . 1/1' .0 * WOOD HEADER I .. . REGIUMED hu� 7 WOW HEADER , REGURED v , , v i , � - � . I . I . I i- 1 2 1 ; "� I I f, - C . --j - __j j, - L �- t . I I I L�-:: : I` I - �- I I I ---- I -V j SET scHrouLT GO i I - I : - - GO I i ; SrL SCHEDULE � : 1 nu, -71ii.,q . I SHUT a - TOP, SMARODOW -I : I I ; - �MPZ`ATON` , I P I I . I I To CLAIM � I 1. GLASS I : I , I&I. PANEL LENG�� PANEL LENGN I M*,(S I M". FANC, LENGTH i ,/.T.-m I (SET NO" ') " 1 ; .,--.I. .S I FT NOTE 1) � I,.,-,. 1. � (SET .OTT I) 1 ! .& ?/ 7�"! vu - iii, I - ./ 1/.T. . 1. 3/m- - NUT i III, i - . ,/.,. . "/� `ORHO H,` �i� , � i I � Or - 0 9 - I I I � I 0 IDA- OVERLAF, I I I � I I I a C`,CO` G� I I I . � I ! - - :1 j I - - - - - - . . : ; I i � I � - . I : I � , � � i i I I I : I : � � I 'm � I We I I so *L' OF `L- � , OF TO.' Wk,I Of . I : MAI I _ : .0 I � t (3 MAX , , - � I -� , 1 U 1 1 11 79fj-----T ! 11 �t I . - I I j ; i � �, , I I T---7�A I I . - ! L J�mr I 11 -1 � i, 1/.,. 3/32' I : - LU, iL--__;i Ifi- f I 11 Ec. , I 1 - 4=1r. �i;D.Iof EII V,2 - OASHE. - 1 I 0 1; 1/2' oc i 7 . ED 71- 15311", ?/I,- var WHO, H.I` 0 r__] - It'" i L: , � V111C I I/.- " ! ; -�- - - -1111, : 7 L I I � I - �et- I I �em��- 12 I,r - I I ED I -1, -1-- r 1 I I I 0 I I . - ! i I li, t- I ED I -L I - � .. � I ,-*- LAG SCREWS Is V CC W11 1/2' 2*.4' WOOD PLATE . I REQUIRED -1 - _. _ ,I- EUAIATIE PLUS 'Go ;O 2��;41 G P`ATE -1 . . , I � 7 2*.4' WOW _I . . RECUORED PLADEJ WIN THREADED PENETRATION AT I /.tM Is . . , I./ I 7/8- `NREAD'. PENETRATION 0 � ch, 1 1 ! 1 MGW4)N OF PLATE 1 1.1 UID WIDTH OF PLATE i 1/4-0 LAG SCAM 0 ; I 11 �* 6- 0 C. STAG"KD W/ i � 1 =& ,,� ""Tz. I I DIRECT xnNR INSTALLATION A . .- AT MIOONDI. OF PLATE .1 1. I. AM% ALTERNATrA SW SCALE 3/11-1- DIRECT MOUNT ; INSTALLATION DIRE �i�Vw INSTALLATION 6 RbEffma : SCALT 3/8-0 SCALE 3/6-l' 1. INSTALLATIONS FOR ALTERNATIVES SW. OW It low ONLY VALID FO 110116" BUILDINGS WITH A -SD, DEWN LOADS UP TO +438. -48.0 p.s.f, AND A"'11110111T �'...!�l PANEL'S LENGTH UP TO 12--4- e""� �i;,*�11- '1� 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN E N jj * ---� PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL, ,,§, , /r,", , , FLORIDA BUILDING CODE (High Velocity Hur Icons zo..) I � = . No. 41 , S = : . * B �=, I'LlEM - 20 GAGE GALVANIZED STEEL STORM PANEL rp OWHON ft ; -- : = - IT '. _ - . - *� TOP & BOTTOM MOUNT I"CS CAN BE TO I I : ; rp. __ -- .. - - -- T TE Of �_ _ , , . ST TE OC�--ei -ii� - -: f . . . GLOBAL PROTECTION PRODUCTS, I.I.C. .,/m/TelK, COMBINED 1-4 ANY WAY SUIT ANY INSTALiATfON I , :. , - � , , " _, * � , lV0,-- "t !Rm�-- , zz-.1z- 11 i C IILIECO .. MIOG SO III SIVACr GATE � _ ..� -1 A "Ill-,,^ TA.Urr a COOK."muo - �3,F!, DAHE, n- 33". .�._;�� 4 � , Sill N. ./- . ,l_ f 'i Wr , (--121:--� I I " -:� O" , - !--I 1.0HE (�)M - MOL 1. (�)M _BT117 20-176 � .11 'A '"1111OHILOW1 SE.I/SIGHADLIREJ�TIL , - r _,-*- G006119 - I - 1-1 - 1 - al GAIHANG � I - 1 , I .! f - . - f � Sworn '2 . Is I INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM . V". LAD SCREWS 0 O' OX ./ INTO EXISTING WOOD STRUCTURES I . I WCOO i I - I I i I 1 7 'I t I - i I I . i - . , i i , 1! 'eGaimm -j h I I I I I= i I ?m ! -A i I I . I I � I , ., -----...--. - I I I � I It I .. � I I, . i . i I ��.2, EQ: I i---- 11 I : I L-� - , -f 4�ler: I I i I I� =1 E--� �� ED; )- - DR I - I,.- , , EOI E.1 I . \ I I To I ED, I I .Mo -L.0" � REQUIRED, � 11 - - I � �, I I f I i ! � - I I �'---.- � - � -1, 4 ---v-1 &M I MOUIRE i i WON) HEIDI ; r- � - 4,* , . .. I, -14- WOUNIED �, : STUD 0 17 ,/2' CC 9 / � i ALTERNATIVE I ALTERNATIVE I .,, ,Ia , - "-- -t- I/.,. " I"CiONE 2! � - 5 SPEEOA� . HIS) (SEE i 'OT../ * ,/2 .2 i GET I".). i i ,2 cc i � � ( ,It T -tII- � 1 � � i; SEE SCHEDULE i � � i , .-- I ON SNW 1. , , I I I ,Do W� � � SEPNMDCN` �- 1 i i I � i TO DIAS$ I ,- I i . TO: I - A I -- - I , I . I I � ED' I -t DR EL E10 I ! " - I , ... � Eoi I 1 I " I : , I " . 11 I � 1 1 I ED; L ___ _ I � ---T � - 'I, � I Is ealamm r� - I �-- � i I I . . I WON, PLAT I I ,W01`RE0 . : I I I .000 OU`q I 1 I I I r--f I I , - - I i -t�-� i � RIODUORED - I 4 i I I \ - I , � ;,�; � ALTERNATIVE r.4* �ITE I ,.. I. . Is , ., IF , I, . REQUINIOD / . Ho THREADED PENETRATION OR I :/ I lLa/s, UD%m BROSS JIIUSHHA� *1 - - � A -LL 1�%-2Ibr S.S. V. Is 6- Ot OR If 1/6-0-20 ftIOALWAM FWAE 0 GO ME CONDITIONS A ANCHOR LOCATION PANCLAINTE PLUS a r 04 1 112' - SCAUL 3/0' - I' THREADIC, KNETROXX 10 ,`WG MCCO C;/ PLATE NOTE �. I`IIAC� NOT SHOWN, Im .ANT' WALL MOUNTING INSTALLATIO ...... %101101#% , TIOtt/pINY', ALTERNATIVE 1 i�-------�f \ SIGOICL- 3/0' - 0 t-0�1 4 -.. x z .. - - - � , vdv� z FLORIDA BUILDING CODE (NiQh Velocity H.r kane Zone), NOTES . z . : E *'. .1NOD mntc. - 11 20 GAGE GALVANIZED STEEL STORM PANEL � I . . S, EOF - . :zj GRAPH III - I OWALLATIONS ARE ONLI VALID FOR BUR DP40S WITH AS 0 DM'rN . UP TO +55 5. - 72 0 W AM PAN&L'S LEMON UP 10 IF-B` I -� .0 .. �:*,Wt-'---'- - - ��'� 0, ... Ft Ft%O .. \ '! -� -, I - . " \ 11LIECO /a/2m GOLOBAL PROTECTION PRODUICTS, Lw. , CALL 2 FOR NEW WOOD FRAME CONSTRUCTIO)k WGGO VEMBERS 10 BE SW PINE No W1 SPECIFIC DENSM Of 015 00 (OVAL , - - 'r. -""Z�i - - -�c V --��r ---,-- / mc. \ HOOD S.s 51 SITREIT - Z , ., , I I" IH - GAA1- n- =I- DOLLF, Duslum; a C"amuANG Comm, " - - . 4: -_,, '�r- OmmuT. mm)"-W. I., (1,506ft-lPs, 20-176 1.040 - A - - I ) CA-ODDB?lg " - DMOONG KK GO, SEA,,1W*TURE/DAM ' , FtgDA. .11,1 I -, 8111, 1 .� mm :7� I I. 1. I I - I - � sHI . n I I - - -4-d` a) a) r- -0 - > -c-- -'-' 0 = 2 2 -o c CU -a a- - - CD -6-0 0 a) 1 CIO a) :t-_ a) -0 0 `0 -= _a C 0 = 0 I- ca. .2 C -2 a) 3: CU C= 0 = U- I,- - CU - . COO -0 a) (n-4--& L- a) 0 " 0�. = �- CC -0 'R . C CU -0-0 (n CL < 0! 4 z z W mi 4" - m m " = Q " iz = q- ;;- " m - . .t;; = Cm Z � .� = Cj- M cz, - -I= C14 x " ..;z -= 2 C= CIO CIQ 3: -T W = W rL -= W . - ::. r - = = CU Ck: C3 �5 = Zj - 'Cz - :t �r. ca - = - .!= 5: u CUT W = - , 11 ::- = -2 :O, (A 'E - = E 1J, - r- J= '718-7, "', L44--A, = C"""""""""` N---- (n 0 C m 0 0 " " = LLJ 2 < z z < -j a- (1) C- U) ICU > 0 L- 0- CL < -6-0 0 =3 -0 0 L- DOW. (1) W CIO Cn SHEET NO. SH 1.1 I I- - I , I I - - I - I I - i i - 1 - - - - - - - - I - - - q_ I I I � 1 1 . - - - __ - - __ - -1 . I __ 1- ___ - - - __ - - - ___ __ I - I -Up I I lip 119 - - - __ - __ - __ __ I- - __ I Ill - - I - - - ANCHORS (SEE SECTIONS ON SMErTS 17. 18. 19 & 20) - 3: MAX. U/17, "/17. SA/15. 3111t7 , A/17. 5111,11C 3" ww I ,LIN SAW/19. IAW/19 IT SAW/20 WW/te, 78W/ls a eew/w I' MIN, D.M44,� - . It 1_* . . - - 0 1 0 0 0 1 0 0 0 r-------- l______.____ ---- ----- -----. _________. : : ! I I ! I , � , 1 � � 1 I 1 , i I , I ! I i 1 : I I : � . I � . � It . I � ! � � ! 1 � 1 : � ! 1 � : I 1 1 : 1 I � . : 1; : � I �l I . I i i I , I I . . � I (D-CA) T I I " i . �. PAWL � (] . �L .. , LoNg I i LIFE SN'll L � �: I 1 - � - � . : - - - - - - - � . . I ___ , �, IL' - 1* i I I -0-1 . .1'. �,, : 3� .s i � . : _ � I � DOLTS ./I/... . 31n, 1 -GLI- I -- . �- � �i �,,lliip- P.N.nC. I I ONTALA"I WASHER .1 , ; ; I (SEE SCHEDIJUE) . 1, . �_ i I 11 i i � ,6- : -,e- ; I . I : I I I I - __ . I I 1 4 --- ----- ---- -- � : � ,1= �g - - 1 - - .- . -.-- -_ I --- ----- ---- -- ____ I �� "' I L z__ ____ - 19 ! PANEL BOITICILI 00ANDIS : I -------- , __ I - 1� I I 0.111-.4 .1 4 - - . - - =bs_�== 10.11FI&INH, AING, 3: MAI &VI7 "I- 17 49/17, go/Ia. T- m;; I MIN q & BAW/20 L;El'- + GAW/le. TAW/ EKTIERIOR Bowie, 76/19 FT ww/20 i, MIN - ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 20) - , ELEVATION SCALE 3/16--l- I/4'xAXL W ,C� - F , :. - � �-@ . .ItI?!"K�KXIL "Ujm �'j iI.,m sm,TT, (��-@ , - - � . _�' , /. `-V,� �,��_ -_ - --- -------------- --- - �_ � �_" ___ � , - I I— 11 4 z �� _ ll-�t� I I I .1;i "� �,� ^111 ,� '�, - . ./ I . , / - __l______ _. ____ --- _- . / - - � - �__�_ . __/ ---- _ __ ____ '1� _ ---- m�__ _; lzi., ,-----' -- ---- - - - � EMRIOR L SCALE 3/'C--l- INN, MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.s.f.) AND 0. r '" lz 0�, !�.i -,-, .N 0, ..I--:- - f,�,� '* ` \�CEN&e,,%. -!;. CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE , " � . . ,p Ill ..* 4 .- .. ik J .. = : No. 44167 '.. sz 2 = *:. * �Tiri I . - _'. I'llIx :_ I FLORIDA BUILDING CODE (High Velocity Hu leans zorue) MA MUM ks.D, Max. PANEL LENGTH ! -, - - - X! � * ��/ � .Tm. INC GIN PRES MINIMUM SEPARATION PANEL 20 GAGE GALVANIZED STEEL STORM PANEL I " DES, SURE L (fl.) I TO GLASS CONDITION ORNWHIM, - - RATING (p.S.f.) i (SEE SECTIONS) I - I - 1 6\ GLOBAL PROTECTION PRODUCTS, Lw. I K`/==0 +55.0. -72�O 1 8,_8_ 2 3/4- i UNBOLTEC / 11LIECOINC. \ NxX` �. 51 STREET , I I . = IMILKYL . .- - WIL IT. =". . .I. - - - � ... , I, � ._ )6_1� 1. 01"HH'Ils- 1 20-176 ___ . P f SEA/SCHATURL/DAYE CA-4410IF"ll 2E-43t� ; DFxWW NI, -m A� `TUU` .. FT - - ,_ : -,! - I - I - - -_ -_ I . . - It"IM, U,,, 4 .107 ; i I'" r-019 . f - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4' TAPE! , -ON ANCHORS - ,.,4* TAKON AmCHONS 1,�4' TAPITON ANCHORS I 4, TAPCON ANCHORS 9' 0C. , a 9, O.0 Ii 0, a C 0 9, CC POURED CONCRRI POURED CONCR"m POURED CONCRETE 11 POURED CONCRETI OFF CONCRETE OR CONCRETE ON COW*m OR CONCRETE I BLOCK PEOURED , ri I BLOCK REOUIREG 11 BLOCK REGUIRED -1 � . BLOCK REGURE0 - --- -C _= - - - r C -Ed __ I 1/4 - I .. ,1/4' F-C 1/4- 1 - I.. LIP. I � MII 11 ��� I t/4 : . - III IN' , . __ [, - I � - ! I I j :�E E I - � " I IG - - 11*1 � ; .- � � EDLF 0. ,2) � , L � I I . , I N I I � : . _ ;j i 17, : I 1, CONT : � (&I I i I I :__. � - .- : I I LAAW DR, -, i - I - - � - (j) : - - . � - 'j I - - 1. � - `J r - LIN - t, , .,=.r. - z � KARCI . I - � . - fem a I .) 4 I - "I I � LIN - F -. - I I r I - m , ; - IQ I - I I ; : : i �� � lwl� 1�1 i -.I � 22;:� I � I � F � ExmTLW_, I I � DUSTIN G 11 X I d 9 CLASS : � � d 9 I ; 1 � A CLASS I ; I d 6 : i i'l : ; 'i , i IIi : : I IS : I q : PO i, 4 4 , : , i . I : I I 69 : I : g 2 I . . I . . � 1 i 9 . 14. I - 5 I . I � I 6� 'U � 1� b� ,. t ., V. : � U � . 'i-i-r 's I " , . . I I . . . : 5 - ./ 11r. . ; . � III- - - "� : - IF ,,I. . I R ; ,., - I., "., - �f . 1 � "N"'I " I . !!� I/W - " . : . - . r � I I � 9 - � '� 9 017 0YEAN, L . I I : : I ; I I I : i � � � I � ; � r . I i ) � I I : : : :! 0 � I t .T I I I � I � . i 6. i I : , I _tr . i I I. , , , - , ' ' _f; [ j "I L " � ct ; r C_ EDIF I _t, I I ' EDLL ! EDIL ED- I - I , i - I I [-�* 1 . , I L-E::-.;. �C: 4 I.- � , i 17 4 - I I I - -_ I I I I - __ _C_� _'� � � I I ,/2. C ;7: '41-20. 6'TS LIS W I '#2N3/ . 1 1/4 3/ / " . 1/4 - --S.S� v S */ � _ ,/a , , "'..t. I � ��l I 4 ,.3/32' WING NUT WASHER .. _ 'a Ox.3/32- WIND NUT WASHER . . � _yfl'.; 3 32"'WING NUT 1 218 .' . 3/32- WING � 0 12 1/2' C.0 (KYOW ;t -WASHE 0/12 12* C�C t� NUT WASHER (BEYOND) I 4' TAPCON ANCHORS 1,4* TAPCON ANCHORS _W4* TAFICON ANCHORS APCDNI 4 4 1/2* 0 C 6 4 t/2* OC. 4 /21 0 C . __149�RS (STAGGERED W/ STUD) (STAGGERED W/ STUD) AT 4 1/2- OC POLIREDCOW IT ;DUPED CONCRETE POURED CONC -IJRED COME OR CONCR BLOCK 04 CONCRETE BLOCK 04 CONCRETE BLOCK OR CONCRCTCRETIE REQUIRED REQUIRED REOURED REOUIRED BLOCK - - [INSTALLATION WALL 6101MI&MLLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION SECTION 4A SECTION 48 0 REGULAR PANEL 0 LIFE SAFETY PANEL !R REGULAR PANEL 0 LIF1 SAFETY PANEL SCALE 3/8--1 - SCALE 3/a-. 1 - SCALE 3/0".1, SCALE 3/8*. I' = Sell Is a w MR � � . All*= I'm I/F.. WACYND " WIN, ONS INTO, "m __ 'AHOOK ........ IIIINN"A" FRAIRE BUILDING L`T - "Qq?, N. TIQ/7% - Iwasm mmesm, (.j , N��N ... ...... � , -AK AWCMDR �045 AND -IMUu __ - , . ..e.?\ FLORIDA BUILDING CODE (High Velocily NUT EDGE DISTANCE: ARE INDICATED DIN NIS __;___I� t) - __3 ? ..- . \�r, N S,& I. SCMEDULJ FOR ED LESS THAN INDICATED ON A-1 I cx� - TOO I__ 5CNEDULf REDUCE ANCHOR SPAGAID ev : . - nL".I`. .c MULTIPLY" SPACING SHOWN ON SCHEDULE Am& LO, am mosm to= , ; : NO. 141.1 . - BY FINE FOULDRIC fA0OAS FOR NG z . - z 20 GAGE GALVANIZED STEEL S70RM PANEL OPERATION TO K PMSMILL "INDUCED I vr NI = . * - �. * B I.- - - * T. - -�r ,, ON PRODUCTS. LLC. a - __ -7 0100 se 51 sIRw SPACING, OBTAINED uSING rAC`0R ISHMA wT I y" - - , Sl .TF OF'-�,-�- , I I _� " GLOBAL PROTECT! BE Lrss � meukew vAOING WHA`To - . FOR EACH ANCHOR TYNE ON THEL SCHEDULL 3- 1 ILIECOI... \ %-s PIL ,,��- �---*- s, - __-.�, ,�u =;� I I /" I - , - --,-� ,,,�-& MY"`,� _ I ... II !!!I'--- - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EX15TING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES 1,,-4' TAPCON ANCHORS 1,�4' 7APCON ANCHORS 0 9* O.0 0 9, CC . POURED CONCRETE � , POtoREO CONCRETE DR CONCRETE BLOCK , . OR CONCRETE BLOCK REQUIRED I - I-C : _ REQUIRED I � -1 , -C - _ �� � - . I 4 F 1/4 - -_ I m,I. K I i :�_, I ", Mo. I . f� � � I I -- � ! I Em'. ED, - : � � .. ; � I 1 , C , + Ill CON1 I I I - - w : - I - - X, ! - mmumNom . . �t � - m � ill ,_ SP40I ox . T F_ � ; 1#1 I Koemout . - , o - I rr. � : I I '* I Z EITS� � i � EIVS7'.,lg_� 1 4 X , _ I " t GLASS ; I . ! � 3 - I : -1 � , , T ti : I I IJ � . I : i I I . i I, 6 1 1 - ; � : _14 . . ; I . � � � : : : -- : I , .., , � I. , , ,/KI,., - ;_ t . �9 IF " IT/ ,/r, . , � FAT ! T� . - IT.- - IF - I I : C" Ixox,III � I I I I , I I f- I 1A I r� 1 014-10-0 PANE."TE PLUS W/ 1/11'0 . 3/32' WING NUT WASHER 0 6 1/4- a C POURED CONIC E OR CONCRETE BLOCK REOURED WALL. MOUNTING INSTALLATION SECIM 0 REGULAR PANEL SCALE 3/8--l- SEE WIDE 19 & 20 FaR WKOQS TYPE & 411IN1111 I'llml: "". ,/,-. SPACINIS FOR LUSTALLAT06 INTO WOOD __� . 'M,ox, ,m4:L" .... �1� " FRAME RUILDWIL. , I � I � ANO.QP SPACINGS AND MKINWAYL - __ - - EDGE DWANCE ARE IMACATED 0. 7.0 F__ ,IUxx,I,K 00 3 3 SCHEDULE FOR " LESS THAN PI ON PLINI"I.I !�i;�"70Ai --i-- --- - 3 -In - MULTIPLYING SPACING SHOWN ON SCHEDULT Mmft LA Ow IT rmm BY THE FOLLOWING FACTORS, FOR THIS OINERATIlix, TO BE POSMIL RCENCED , In. �. - VOICING 0rAWEC U!AIG FACTOR I!PIAU. NOT I '/,z- - MAUD13 I INKFUM SPACING IMOOTED EACH ANCHOR TYPE ON THIS SCHEDLXE J, , LC I . I - I , 'Ir I - I - I 'll 6' I I AW`MATf PLUS f;6_*. '. -3/' W/ 3r LYING .0 .ASHER (BEYOND) POU CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTALLATION SECTION SIR 0 LIFE SAFETY PANEL SCALE 3/8-.1- FLORIDA BUILDING _4__j a) a) = - Cn M a) 'xii., -0 > r- 0 =3 2 2 -1 ... a _0 C:)- C 0 a) C:)- 0 " a) = CIO -0 Cl- . .- .68 a) a) 0) 0 .0-Z w -t- a) -0 Q -0 _a C 0 0 III= a) L_ 0 C:)- C= 0 ��: C 0 U_ - CU C .- 0 -I.- ,,- M Cn M 0 > .cn a) 11- -6-IIIS 0_ U) C- m .,.O- 120 0I. = � -0 .- (n < L*4 4 z z w mi = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . V C Afsl- ...4 � - ALLATION A�r��, , - 0 REGULAR PANEL 0 LIFIE SAFETY PANIE %* SCALE 3/8--t WALL MOU NG INSTALLaON "0011"Alu,", WALL WOU FLOM. ANCIfOQS SMALL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE ElEmINU SUCH PANELS ANCHORAGE SMALL .,. .. - . SCALE 3/9*-" SCALE 3/0'" ALTERNATIVE BAW 'A I " ALTERNATIVE IBBIN BE AS MfNTINE 0 IN A 1) AND IN A 2), . S .00.1441"Al, � - % A';I� Pkr LZI - : N = -��.�-.R�� * REGULAR PANEL ..... . �%. 0 LIFE SAFM PANEL Z 0.4 7 't = . . : . NOTIES, � ry .., �;P\ . ,/p,. (9) 12 EWIT� = : = --I- "' ' ,,C J&QNI _AL�_f_&�_ NSe I * �. SCALE 3/8*-1" 2 * : .. , '. , SCALE 310 - xr r `-� -_ : * :*j .. �Ps, . lk -;I-- I,,ENS, .. !%� FLORIDA BUILDING CODE (High V010CIly Hurricane Zone) z -'--- -_ FLORIDA BUILDING CODE (HIgh VeLocily u, con. Zone I I L.Sy IIDFNS ARE ONLY VAUD FOR BUILDINGS WIN &So DESIGN LOADS /9� .. FLORIDA BUILDING CODE (High Vel"Ify Hur conit Zone) - 1/4" 0 tAPCON ANCHORS AS MANUFACTURED BY -TW PUILDFX. INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. 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MI PE�.lr (Ia NOTE j KIM . . �:f __ , Mt COMEREflE A"ON)"S . - .. _ r T IT AT , o) , HEIIALE 0. s.m 25 FORT wow �____ -3 - - - - -1 ol xx. I SEE SECTIoNS DIN wt, 26 _T - !t. ,4� A, , k OEU SCHEDUULE CH SHITY 2 , . V 1* MR, _ I I . 9 - - ,L------ - ____ - AMIrl ___ _�____ - 1. S I- -1 _ __ - - - - -.- � - ! 1 7 - 1 _112. no) . L__� � I I I . I - -_ - _= clo"al IS 7� �-- . I I ; I— -,=- I +_+ 11 :: 4 �� 440�_ I Lid , I rr, I i I: -I _`67 "I � �7_! , - !? �`! i I ? v?, I I I- m r�, I _.� � i , i ill I I" I � � : � I _r I � i I I I 1 i . : � . i 1 �` � � � 1 � 1 � I 1 : � I , , I I . : I � ! !-I � � M 1 � 1171 � , I � i � 1, I I � i � 1 1 � I I i � � i ; : , � i � � I I i ; i � 1 1 . i I q ! � � � I � : � � � ! � I , , � ; , i i 1 1 ! 1 j I I 1 1 : 1 - 1 11 . I I ! I . i I � , I I I I : � � . . � i .1 .. i I I I � ... I , � � � i - (C.- - � - - � 60 4 *L* . I - , , i � ... ;:" 60 % `L� - *RI� " ' ' 1 ' ' - ' ' , I � iwivsaIt .jEw Et - , , " ' � (INTEL INAEL) � CWTE" P.MEU' 0 PANEL) �*�) TEND ;A-�6 ' I (INTERII PMEO (&� pw�j 4) I ! '(PrilER104 FAI;E�)J: � PAN ) � I NOTE 2. 3 BOLDH I I I � 1 , : � I ; : I M NOTE Z 3. - KUN SEE NOTE 21 3. . 9ELO-1 !SPE NOTE .`= 1 I 6 1 'I, I j I j SEE NOTE 2. 3, 4 Kkas --- --17- : I I I [' , � � I : � � i I � � I i � � I r , ! ! _,,-!� IF � I 4. : I � I I 1 ( KI I � ; � -:4, � _d: �' 'l.- ,;�, ,VF � 47�1 �l .L. i 11 I I. � I ! 'A (!� � � I T71, , �f � - .J� � I � i !. I I I . -r--- 0OL-Co PANELS w . . I. : . , I I : 1 i� I ! I i I I � I : , � � 1 �, � I � 14� 1 i'� '.. - � ] : I ili : : , �.� I i I :.� � . j i : I I : : . I � ���/ ! , i ! I L I : !�� , I ; : 1 � � I ! ! ! : 1 z I ,� � I , L j . .� I I , I : I � : I I I � I ; I' , � � 'ji ; . I , I BOLTED ;71/�'�S: Wm/s wJ ! � : I 1 q � ; ; 1 : � . ? . � . . - I . � - - - I I , 1 : I , I I � , I I � 11 , . . , I � , � I *1 IL " I L � I I , � � , 40 PI .A- - - . , - ": . . . .- �� i .. I -L' I I - � - � I I . 40 Z -L' I I ! I I Itl , - � I . , 1, . t . I I , - - I ! � ; , !T i , , T 7 '17 , " - , , , 1, I � ! 1 7 i ,I I I I I ; , , I I 1 � � : , � . ! I � � I 1 � ; � I � , � I . I I I I � t , I I I I I I I , _� , I I i � 1 1 � � I I I i , . i �,- _T__4 I i q _Lj:� -,,-4- 1 - '. I .. , Lt.__:t .�., � -t�j- 1 ; j i -1 : i I L-!- �r: I -T-i I- Ell!It� , � !.LLi � � I I .+ I 11 - , - - '4��=�� 1 I I , - - - - o - - . - -- -iii -- ---. ---- -----o------�---- -i ___h - I LILY-" ! .1 � _ I _,_,U � I I _ , _L= . - . - _ __jj J_� It - I I - I 1 ---,--V, I --!-. - , __L_ - L-.- _______ .- __ - -1 t��_ .---- ___,�� AW`AATE cryp ) - '. - SEE NOTE 4 BELOW _4 .4. FOR ,-I,. . So, - I.E." " - �- - MAY BE LOCATED ---,r- - - NERNATE LOCATION " ., __&CITEDULI ON S.UT Z6. FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . 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I I --,I- Ta I , - ; I 4 I 11 I I I I _ L. ; 1§ I # L_l____,,Y_d - I I i __T_I`,_ T---Tlv-l- I - I I I ! ; i --- A— I 1 i I I I V I : . I !11 I I :.,;,I-r. - : ; !� 0 .1 I I � . I IF ,3 Ar' , - i I e . ,_ J,`j 7-1 :_ I I : I 0 1�1 I I 1 1 j &C I ! I (� I I I , I ti !g , I . I � , ! I �' I .. I 1, I I I I . I I . . :Tr . , j, I �l ! � I ; ( ,_ j �� "� I I r I : � 1. 11 : ]I 1 . � i � �l I I ,,- I 'I 1. � / \ i �.6 1 1 - I., 9 II !,m_ , '�� I , - . PIT/ . � I i T i I j 6 -_ I ! I MIKKKIK, � * I I mm 11 1, : I �l I ! I I ] i j I ,,000c� I , � __l> i -_ , - I , , � � .. -L-7-J. 1 7 1 � I OrI,l _/ � i 10,44", I � � AEQARC� 1 � ./. I I I - -I - I- I 4� � I I 0.1" - I I '. :�� I \' . I L,1,-1.- _ oxcKE" ,/.._� . �; - ,/l .. I � : i i - " __ K/ 14.-All - � -- - I's Ikllwz�v' , , ,la LKNO - - I ,,, - I/.--,/.- - I .v , IF B%V P:W`e`E_ 1� I .IAmnews (m / I I , A I , , � -_ - j ' I- - ,,.---.. 11 I Xz,�-.-,.:- .aR / =--.r � - , som I � WQV- x. Kp w3r - - 0FL.) I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. = Sell Is a w MR � � . All*= I'm I/F.. WACYND " WIN, ONS INTO, "m __ 'AHOOK ........ IIIINN"A" FRAIRE BUILDING L`T - "Qq?, N. TIQ/7% - Iwasm mmesm, (.j , N��N ... ...... � , -AK AWCMDR �045 AND -IMUu __ - , . ..e.?\ FLORIDA BUILDING CODE (High Velocily NUT EDGE DISTANCE: ARE INDICATED DIN NIS __;___I� t) - __3 ? ..- . \�r, N S,& I. SCMEDULJ FOR ED LESS THAN INDICATED ON A-1 I cx� - TOO I__ 5CNEDULf REDUCE ANCHOR SPAGAID ev : . - nL".I`. .c MULTIPLY" SPACING SHOWN ON SCHEDULE Am& LO, am mosm to= , ; : NO. 141.1 . - BY FINE FOULDRIC fA0OAS FOR NG z . - z 20 GAGE GALVANIZED STEEL S70RM PANEL OPERATION TO K PMSMILL "INDUCED I vr NI = . * - �. * B I.- - - * T. - -�r ,, ON PRODUCTS. LLC. a - __ -7 0100 se 51 sIRw SPACING, OBTAINED uSING rAC`0R ISHMA wT I y" - - , Sl .TF OF'-�,-�- , I I _� " GLOBAL PROTECT! BE Lrss � meukew vAOING WHA`To - . FOR EACH ANCHOR TYNE ON THEL SCHEDULL 3- 1 ILIECOI... \ %-s PIL ,,��- �---*- s, - __-.�, ,�u =;� I I /" I - , - --,-� ,,,�-& MY"`,� _ I ... II !!!I'--- - INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EX15TING POURED CONCRETE QR CONCRETE BLOCK STRUCTURES 1,,-4' TAPCON ANCHORS 1,�4' 7APCON ANCHORS 0 9* O.0 0 9, CC . POURED CONCRETE � , POtoREO CONCRETE DR CONCRETE BLOCK , . OR CONCRETE BLOCK REQUIRED I - I-C : _ REQUIRED I � -1 , -C - _ �� � - . I 4 F 1/4 - -_ I m,I. K I i :�_, I ", Mo. I . f� � � I I -- � ! I Em'. ED, - : � � .. ; � I 1 , C , + Ill CON1 I I I - - w : - I - - X, ! - mmumNom . . �t � - m � ill ,_ SP40I ox . T F_ � ; 1#1 I Koemout . - , o - I rr. � : I I '* I Z EITS� � i � EIVS7'.,lg_� 1 4 X , _ I " t GLASS ; I . ! � 3 - I : -1 � , , T ti : I I IJ � . I : i I I . i I, 6 1 1 - ; � : _14 . . ; I . � � � : : : -- : I , .., , � I. , , ,/KI,., - ;_ t . �9 IF " IT/ ,/r, . , � FAT ! T� . - IT.- - IF - I I : C" Ixox,III � I I I I , I I f- I 1A I r� 1 014-10-0 PANE."TE PLUS W/ 1/11'0 . 3/32' WING NUT WASHER 0 6 1/4- a C POURED CONIC E OR CONCRETE BLOCK REOURED WALL. MOUNTING INSTALLATION SECIM 0 REGULAR PANEL SCALE 3/8--l- SEE WIDE 19 & 20 FaR WKOQS TYPE & 411IN1111 I'llml: "". ,/,-. SPACINIS FOR LUSTALLAT06 INTO WOOD __� . 'M,ox, ,m4:L" .... �1� " FRAME RUILDWIL. , I � I � ANO.QP SPACINGS AND MKINWAYL - __ - - EDGE DWANCE ARE IMACATED 0. 7.0 F__ ,IUxx,I,K 00 3 3 SCHEDULE FOR " LESS THAN PI ON PLINI"I.I !�i;�"70Ai --i-- --- - 3 -In - MULTIPLYING SPACING SHOWN ON SCHEDULT Mmft LA Ow IT rmm BY THE FOLLOWING FACTORS, FOR THIS OINERATIlix, TO BE POSMIL RCENCED , In. �. - VOICING 0rAWEC U!AIG FACTOR I!PIAU. NOT I '/,z- - MAUD13 I INKFUM SPACING IMOOTED EACH ANCHOR TYPE ON THIS SCHEDLXE J, , LC I . I - I , 'Ir I - I - I 'll 6' I I AW`MATf PLUS f;6_*. '. -3/' W/ 3r LYING .0 .ASHER (BEYOND) POU CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTALLATION SECTION SIR 0 LIFE SAFETY PANEL SCALE 3/8-.1- FLORIDA BUILDING _4__j a) a) = - Cn M a) 'xii., -0 > r- 0 =3 2 2 -1 ... a _0 C:)- C 0 a) C:)- 0 " a) = CIO -0 Cl- . .- .68 a) a) 0) 0 .0-Z w -t- a) -0 Q -0 _a C 0 0 III= a) L_ 0 C:)- C= 0 ��: C 0 U_ - CU C .- 0 -I.- ,,- M Cn M 0 > .cn a) 11- -6-IIIS 0_ U) C- m .,.O- 120 0I. = � -0 .- (n < L*4 4 z z w mi = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . 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INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. 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I ! �� I i I � / r'l� � * .. ! : I . .44167 ": 1 L__-, .1 I 1 L_ *: - FLORIDA BUILDING CODE (High Velocity NUT Icarmt zone) I f t .. i ------- - - I - .750'. - 1 7$`.. ! TATE OF .-*, ,I' � Inco w 20 GAGE GALVANIZED STEEL STORM PANEL 11 � 3' Max, 1 _ OAWHFF w S, ov'.. " 01110i,4; - ---I , ""., I;.. , 5t� . z ' \ GLOBAL PROTECTION PRODUCTS. LLC. """="X* (2) 3"W(Max.) ALUM, ANGLE 08 STOP BAR ,�'S`iE��i��_�� I, 11LIECOINIC \ - S. 51 STREET . I "'., - ', , I I* LONG , "FiFF"Fl. , ,�_ T%UT - . EN_NQ CVWK_ DIME. I wl. WW / �� I=- .. -,- - xxxxxx, ,, xr- 'I"'I's (Wk)WWI$-51 I- (�?W_ml 20-176 -75 Ajum. ALLOY rxWLKP-_ - amm DRAPHs . I -1, SIAL/ScHA-s/01TE I CA- Laos"' -.1 - I - ONTEX A Thiff �. F E I FL21r, wX, IT _II, I I I - , - . V24 6, 4:8) � NOTE 2 BELOW) ,..,* S.S I'/24 . 4 V/ am W/o (D. (E) ft (7 NOTE a slo-Om 3. 2'/2410- V/24 1 � _r24 110, FOR CONCRETE ANCHORS. SEE , . MI PE�.lr (Ia NOTE j KIM . . �:f __ , Mt COMEREflE A"ON)"S . - .. _ r T IT AT , o) , HEIIALE 0. s.m 25 FORT wow �____ -3 - - - - -1 ol xx. I SEE SECTIoNS DIN wt, 26 _T - !t. ,4� A, , k OEU SCHEDUULE CH SHITY 2 , . V 1* MR, _ I I . 9 - - ,L------ - ____ - AMIrl ___ _�____ - 1. S I- -1 _ __ - - - - -.- � - ! 1 7 - 1 _112. no) . L__� � I I I . I - -_ - _= clo"al IS 7� �-- . I I ; I— -,=- I +_+ 11 :: 4 �� 440�_ I Lid , I rr, I i I: -I _`67 "I � �7_! , - !? �`! i I ? v?, I I I- m r�, I _.� � i , i ill I I" I � � : � I _r I � i I I I 1 i . : � . i 1 �` � � � 1 � 1 � I 1 : � I , , I I . : I � ! !-I � � M 1 � 1171 � , I � i � 1, I I � i � 1 1 � I I i � � i ; : , � i � � I I i ; i � 1 1 . i I q ! � � � I � : � � � ! � I , , � ; , i i 1 1 ! 1 j I I 1 1 : 1 - 1 11 . I I ! I . i I � , I I I I : � � . . � i .1 .. i I I I � ... I , � � � i - (C.- - � - - � 60 4 *L* . I - , , i � ... ;:" 60 % `L� - *RI� " ' ' 1 ' ' - ' ' , I � iwivsaIt .jEw Et - , , " ' � (INTEL INAEL) � CWTE" P.MEU' 0 PANEL) �*�) TEND ;A-�6 ' I (INTERII PMEO (&� pw�j 4) I ! '(PrilER104 FAI;E�)J: � PAN ) � I NOTE 2. 3 BOLDH I I I � 1 , : � I ; : I M NOTE Z 3. - KUN SEE NOTE 21 3. . 9ELO-1 !SPE NOTE .`= 1 I 6 1 'I, I j I j SEE NOTE 2. 3, 4 Kkas --- --17- : I I I [' , � � I : � � i I � � I i � � I r , ! ! _,,-!� IF � I 4. : I � I I 1 ( KI I � ; � -:4, � _d: �' 'l.- ,;�, ,VF � 47�1 �l .L. i 11 I I. � I ! 'A (!� � � I T71, , �f � - .J� � I � i !. I I I . -r--- 0OL-Co PANELS w . . I. : . , I I : 1 i� I ! I i I I � I : , � � 1 �, � I � 14� 1 i'� '.. - � ] : I ili : : , �.� I i I :.� � . j i : I I : : . I � ���/ ! , i ! I L I : !�� , I ; : 1 � � I ! ! ! : 1 z I ,� � I , L j . .� I I , I : I � : I I I � I ; I' , � � 'ji ; . I , I BOLTED ;71/�'�S: Wm/s wJ ! � : I 1 q � ; ; 1 : � . ? . � . . - I . � - - - I I , 1 : I , I I � , I I � 11 , . . , I � , � I *1 IL " I L � I I , � � , 40 PI .A- - - . , - ": . . . .- �� i .. I -L' I I - � - � I I . 40 Z -L' I I ! I I Itl , - � I . , 1, . t . I I , - - I ! � ; , !T i , , T 7 '17 , " - , , , 1, I � ! 1 7 i ,I I I I I ; , , I I 1 � � : , � . ! I � � I 1 � ; � I � , � I . I I I I � t , I I I I I I I , _� , I I i � 1 1 � � I I I i , . i �,- _T__4 I i q _Lj:� -,,-4- 1 - '. I .. , Lt.__:t .�., � -t�j- 1 ; j i -1 : i I L-!- �r: I -T-i I- Ell!It� , � !.LLi � � I I .+ I 11 - , - - '4��=�� 1 I I , - - - - o - - . - -- -iii -- ---. ---- -----o------�---- -i ___h - I LILY-" ! .1 � _ I _,_,U � I I _ , _L= . - . - _ __jj J_� It - I I - I 1 ---,--V, I --!-. - , __L_ - L-.- _______ .- __ - -1 t��_ .---- ___,�� AW`AATE cryp ) - '. - SEE NOTE 4 BELOW _4 .4. FOR ,-I,. . So, - I.E." " - �- - MAY BE LOCATED ---,r- - - NERNATE LOCATION " ., __&CITEDULI ON S.UT Z6. FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . 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I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. 1A I r� 1 014-10-0 PANE."TE PLUS W/ 1/11'0 . 3/32' WING NUT WASHER 0 6 1/4- a C POURED CONIC E OR CONCRETE BLOCK REOURED WALL. MOUNTING INSTALLATION SECIM 0 REGULAR PANEL SCALE 3/8--l- SEE WIDE 19 & 20 FaR WKOQS TYPE & 411IN1111 I'llml: "". ,/,-. SPACINIS FOR LUSTALLAT06 INTO WOOD __� . 'M,ox, ,m4:L" .... �1� " FRAME RUILDWIL. , I � I � ANO.QP SPACINGS AND MKINWAYL - __ - - EDGE DWANCE ARE IMACATED 0. 7.0 F__ ,IUxx,I,K 00 3 3 SCHEDULE FOR " LESS THAN PI ON PLINI"I.I !�i;�"70Ai --i-- --- - 3 -In - MULTIPLYING SPACING SHOWN ON SCHEDULT Mmft LA Ow IT rmm BY THE FOLLOWING FACTORS, FOR THIS OINERATIlix, TO BE POSMIL RCENCED , In. �. - VOICING 0rAWEC U!AIG FACTOR I!PIAU. NOT I '/,z- - MAUD13 I INKFUM SPACING IMOOTED EACH ANCHOR TYPE ON THIS SCHEDLXE J, , LC I . I - I , 'Ir I - I - I 'll 6' I I AW`MATf PLUS f;6_*. '. -3/' W/ 3r LYING .0 .ASHER (BEYOND) POU CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTALLATION SECTION SIR 0 LIFE SAFETY PANEL SCALE 3/8-.1- FLORIDA BUILDING _4__j a) a) = - Cn M a) 'xii., -0 > r- 0 =3 2 2 -1 ... a _0 C:)- C 0 a) C:)- 0 " a) = CIO -0 Cl- . .- .68 a) a) 0) 0 .0-Z w -t- a) -0 Q -0 _a C 0 0 III= a) L_ 0 C:)- C= 0 ��: C 0 U_ - CU C .- 0 -I.- ,,- M Cn M 0 > .cn a) 11- -6-IIIS 0_ U) C- m .,.O- 120 0I. = � -0 .- (n < L*4 4 z z w mi = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . V C Afsl- ...4 � - ALLATION A�r��, , - 0 REGULAR PANEL 0 LIFIE SAFETY PANIE %* SCALE 3/8--t WALL MOU NG INSTALLaON "0011"Alu,", WALL WOU FLOM. ANCIfOQS SMALL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE ElEmINU SUCH PANELS ANCHORAGE SMALL .,. .. - . SCALE 3/9*-" SCALE 3/0'" ALTERNATIVE BAW 'A I " ALTERNATIVE IBBIN BE AS MfNTINE 0 IN A 1) AND IN A 2), . S .00.1441"Al, � - % A';I� Pkr LZI - : N = -��.�-.R�� * REGULAR PANEL ..... . �%. 0 LIFE SAFM PANEL Z 0.4 7 't = . . : . NOTIES, � ry .., �;P\ . ,/p,. (9) 12 EWIT� = : = --I- "' ' ,,C J&QNI _AL�_f_&�_ NSe I * �. SCALE 3/8*-1" 2 * : .. , '. , SCALE 310 - xr r `-� -_ : * :*j .. �Ps, . lk -;I-- I,,ENS, .. !%� FLORIDA BUILDING CODE (High V010CIly Hurricane Zone) z -'--- -_ FLORIDA BUILDING CODE (HIgh VeLocily u, con. Zone I I L.Sy IIDFNS ARE ONLY VAUD FOR BUILDINGS WIN &So DESIGN LOADS /9� .. FLORIDA BUILDING CODE (High Vel"Ify Hur conit Zone) - 1/4" 0 tAPCON ANCHORS AS MANUFACTURED BY -TW PUILDFX. INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. 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I - , , i � ... ;:" 60 % `L� - *RI� " ' ' 1 ' ' - ' ' , I � iwivsaIt .jEw Et - , , " ' � (INTEL INAEL) � CWTE" P.MEU' 0 PANEL) �*�) TEND ;A-�6 ' I (INTERII PMEO (&� pw�j 4) I ! '(PrilER104 FAI;E�)J: � PAN ) � I NOTE 2. 3 BOLDH I I I � 1 , : � I ; : I M NOTE Z 3. - KUN SEE NOTE 21 3. . 9ELO-1 !SPE NOTE .`= 1 I 6 1 'I, I j I j SEE NOTE 2. 3, 4 Kkas --- --17- : I I I [' , � � I : � � i I � � I i � � I r , ! ! _,,-!� IF � I 4. : I � I I 1 ( KI I � ; � -:4, � _d: �' 'l.- ,;�, ,VF � 47�1 �l .L. i 11 I I. � I ! 'A (!� � � I T71, , �f � - .J� � I � i !. I I I . -r--- 0OL-Co PANELS w . . I. : . , I I : 1 i� I ! I i I I � I : , � � 1 �, � I � 14� 1 i'� '.. - � ] : I ili : : , �.� I i I :.� � . j i : I I : : . I � ���/ ! , i ! I L I : !�� , I ; : 1 � � I ! ! ! : 1 z I ,� � I , L j . .� I I , I : I � : I I I � I ; I' , � � 'ji ; . I , I BOLTED ;71/�'�S: Wm/s wJ ! � : I 1 q � ; ; 1 : � . ? . � . . - I . � - - - I I , 1 : I , I I � , I I � 11 , . . , I � , � I *1 IL " I L � I I , � � , 40 PI .A- - - . , - ": . . . .- �� i .. I -L' I I - � - � I I . 40 Z -L' I I ! I I Itl , - � I . , 1, . t . I I , - - I ! � ; , !T i , , T 7 '17 , " - , , , 1, I � ! 1 7 i ,I I I I I ; , , I I 1 � � : , � . ! I � � I 1 � ; � I � , � I . I I I I � t , I I I I I I I , _� , I I i � 1 1 � � I I I i , . i �,- _T__4 I i q _Lj:� -,,-4- 1 - '. I .. , Lt.__:t .�., � -t�j- 1 ; j i -1 : i I L-!- �r: I -T-i I- Ell!It� , � !.LLi � � I I .+ I 11 - , - - '4��=�� 1 I I , - - - - o - - . - -- -iii -- ---. ---- -----o------�---- -i ___h - I LILY-" ! .1 � _ I _,_,U � I I _ , _L= . - . - _ __jj J_� It - I I - I 1 ---,--V, I --!-. - , __L_ - L-.- _______ .- __ - -1 t��_ .---- ___,�� AW`AATE cryp ) - '. - SEE NOTE 4 BELOW _4 .4. FOR ,-I,. . So, - I.E." " - �- - MAY BE LOCATED ---,r- - - NERNATE LOCATION " ., __&CITEDULI ON S.UT Z6. FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . 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I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. I r� 1 014-10-0 PANE."TE PLUS W/ 1/11'0 . 3/32' WING NUT WASHER 0 6 1/4- a C POURED CONIC E OR CONCRETE BLOCK REOURED WALL. MOUNTING INSTALLATION SECIM 0 REGULAR PANEL SCALE 3/8--l- SEE WIDE 19 & 20 FaR WKOQS TYPE & 411IN1111 I'llml: "". ,/,-. SPACINIS FOR LUSTALLAT06 INTO WOOD __� . 'M,ox, ,m4:L" .... �1� " FRAME RUILDWIL. , I � I � ANO.QP SPACINGS AND MKINWAYL - __ - - EDGE DWANCE ARE IMACATED 0. 7.0 F__ ,IUxx,I,K 00 3 3 SCHEDULE FOR " LESS THAN PI ON PLINI"I.I !�i;�"70Ai --i-- --- - 3 -In - MULTIPLYING SPACING SHOWN ON SCHEDULT Mmft LA Ow IT rmm BY THE FOLLOWING FACTORS, FOR THIS OINERATIlix, TO BE POSMIL RCENCED , In. �. - VOICING 0rAWEC U!AIG FACTOR I!PIAU. NOT I '/,z- - MAUD13 I INKFUM SPACING IMOOTED EACH ANCHOR TYPE ON THIS SCHEDLXE J, , LC I . I - I , 'Ir I - I - I 'll 6' I I AW`MATf PLUS f;6_*. '. -3/' W/ 3r LYING .0 .ASHER (BEYOND) POU CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTALLATION SECTION SIR 0 LIFE SAFETY PANEL SCALE 3/8-.1- FLORIDA BUILDING _4__j a) a) = - Cn M a) 'xii., -0 > r- 0 =3 2 2 -1 ... a _0 C:)- C 0 a) C:)- 0 " a) = CIO -0 Cl- . .- .68 a) a) 0) 0 .0-Z w -t- a) -0 Q -0 _a C 0 0 III= a) L_ 0 C:)- C= 0 ��: C 0 U_ - CU C .- 0 -I.- ,,- M Cn M 0 > .cn a) 11- -6-IIIS 0_ U) C- m .,.O- 120 0I. = � -0 .- (n < L*4 4 z z w mi = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . V C Afsl- ...4 � - ALLATION A�r��, , - 0 REGULAR PANEL 0 LIFIE SAFETY PANIE %* SCALE 3/8--t WALL MOU NG INSTALLaON "0011"Alu,", WALL WOU FLOM. ANCIfOQS SMALL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE ElEmINU SUCH PANELS ANCHORAGE SMALL .,. .. - . SCALE 3/9*-" SCALE 3/0'" ALTERNATIVE BAW 'A I " ALTERNATIVE IBBIN BE AS MfNTINE 0 IN A 1) AND IN A 2), . S .00.1441"Al, � - % A';I� Pkr LZI - : N = -��.�-.R�� * REGULAR PANEL ..... . �%. 0 LIFE SAFM PANEL Z 0.4 7 't = . . : . NOTIES, � ry .., �;P\ . ,/p,. (9) 12 EWIT� = : = --I- "' ' ,,C J&QNI _AL�_f_&�_ NSe I * �. SCALE 3/8*-1" 2 * : .. , '. , SCALE 310 - xr r `-� -_ : * :*j .. �Ps, . lk -;I-- I,,ENS, .. !%� FLORIDA BUILDING CODE (High V010CIly Hurricane Zone) z -'--- -_ FLORIDA BUILDING CODE (HIgh VeLocily u, con. Zone I I L.Sy IIDFNS ARE ONLY VAUD FOR BUILDINGS WIN &So DESIGN LOADS /9� .. FLORIDA BUILDING CODE (High Vel"Ify Hur conit Zone) - 1/4" 0 tAPCON ANCHORS AS MANUFACTURED BY -TW PUILDFX. INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. 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I - , , i � ... ;:" 60 % `L� - *RI� " ' ' 1 ' ' - ' ' , I � iwivsaIt .jEw Et - , , " ' � (INTEL INAEL) � CWTE" P.MEU' 0 PANEL) �*�) TEND ;A-�6 ' I (INTERII PMEO (&� pw�j 4) I ! '(PrilER104 FAI;E�)J: � PAN ) � I NOTE 2. 3 BOLDH I I I � 1 , : � I ; : I M NOTE Z 3. - KUN SEE NOTE 21 3. . 9ELO-1 !SPE NOTE .`= 1 I 6 1 'I, I j I j SEE NOTE 2. 3, 4 Kkas --- --17- : I I I [' , � � I : � � i I � � I i � � I r , ! ! _,,-!� IF � I 4. : I � I I 1 ( KI I � ; � -:4, � _d: �' 'l.- ,;�, ,VF � 47�1 �l .L. i 11 I I. � I ! 'A (!� � � I T71, , �f � - .J� � I � i !. I I I . -r--- 0OL-Co PANELS w . . I. : . , I I : 1 i� I ! I i I I � I : , � � 1 �, � I � 14� 1 i'� '.. - � ] : I ili : : , �.� I i I :.� � . j i : I I : : . I � ���/ ! , i ! I L I : !�� , I ; : 1 � � I ! ! ! : 1 z I ,� � I , L j . .� I I , I : I � : I I I � I ; I' , � � 'ji ; . I , I BOLTED ;71/�'�S: Wm/s wJ ! � : I 1 q � ; ; 1 : � . ? . � . . - I . � - - - I I , 1 : I , I I � , I I � 11 , . . , I � , � I *1 IL " I L � I I , � � , 40 PI .A- - - . , - ": . . . .- �� i .. I -L' I I - � - � I I . 40 Z -L' I I ! I I Itl , - � I . , 1, . t . I I , - - I ! � ; , !T i , , T 7 '17 , " - , , , 1, I � ! 1 7 i ,I I I I I ; , , I I 1 � � : , � . ! I � � I 1 � ; � I � , � I . I I I I � t , I I I I I I I , _� , I I i � 1 1 � � I I I i , . i �,- _T__4 I i q _Lj:� -,,-4- 1 - '. I .. , Lt.__:t .�., � -t�j- 1 ; j i -1 : i I L-!- �r: I -T-i I- Ell!It� , � !.LLi � � I I .+ I 11 - , - - '4��=�� 1 I I , - - - - o - - . - -- -iii -- ---. ---- -----o------�---- -i ___h - I LILY-" ! .1 � _ I _,_,U � I I _ , _L= . - . - _ __jj J_� It - I I - I 1 ---,--V, I --!-. - , __L_ - L-.- _______ .- __ - -1 t��_ .---- ___,�� AW`AATE cryp ) - '. - SEE NOTE 4 BELOW _4 .4. FOR ,-I,. . So, - I.E." " - �- - MAY BE LOCATED ---,r- - - NERNATE LOCATION " ., __&CITEDULI ON S.UT Z6. FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . 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I I --,I- Ta I , - ; I 4 I 11 I I I I _ L. ; 1§ I # L_l____,,Y_d - I I i __T_I`,_ T---Tlv-l- I - I I I ! ; i --- A— I 1 i I I I V I : . I !11 I I :.,;,I-r. - : ; !� 0 .1 I I � . I IF ,3 Ar' , - i I e . ,_ J,`j 7-1 :_ I I : I 0 1�1 I I 1 1 j &C I ! I (� I I I , I ti !g , I . I � , ! I �' I .. I 1, I I I I . I I . . :Tr . , j, I �l ! � I ; ( ,_ j �� "� I I r I : � 1. 11 : ]I 1 . � i � �l I I ,,- I 'I 1. � / \ i �.6 1 1 - I., 9 II !,m_ , '�� I , - . PIT/ . � I i T i I j 6 -_ I ! I MIKKKIK, � * I I mm 11 1, : I �l I ! I I ] i j I ,,000c� I , � __l> i -_ , - I , , � � .. -L-7-J. 1 7 1 � I OrI,l _/ � i 10,44", I � � AEQARC� 1 � ./. I I I - -I - I- I 4� � I I 0.1" - I I '. :�� I \' . I L,1,-1.- _ oxcKE" ,/.._� . �; - ,/l .. I � : i i - " __ K/ 14.-All - � -- - I's Ikllwz�v' , , ,la LKNO - - I ,,, - I/.--,/.- - I .v , IF B%V P:W`e`E_ 1� I .IAmnews (m / I I , A I , , � -_ - j ' I- - ,,.---.. 11 I Xz,�-.-,.:- .aR / =--.r � - , som I � WQV- x. Kp w3r - - 0FL.) I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. I I AW`MATf PLUS f;6_*. '. -3/' W/ 3r LYING .0 .ASHER (BEYOND) POU CONCRETE OR CONCRETE BLOC. REOUIRED WALL MOUNTING INSTALLATION SECTION SIR 0 LIFE SAFETY PANEL SCALE 3/8-.1- FLORIDA BUILDING _4__j a) a) = - Cn M a) 'xii., -0 > r- 0 =3 2 2 -1 ... a _0 C:)- C 0 a) C:)- 0 " a) = CIO -0 Cl- . .- .68 a) a) 0) 0 .0-Z w -t- a) -0 Q -0 _a C 0 0 III= a) L_ 0 C:)- C= 0 ��: C 0 U_ - CU C .- 0 -I.- ,,- M Cn M 0 > .cn a) 11- -6-IIIS 0_ U) C- m .,.O- 120 0I. = � -0 .- (n < L*4 4 z z w mi = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . V C Afsl- ...4 � - ALLATION A�r��, , - 0 REGULAR PANEL 0 LIFIE SAFETY PANIE %* SCALE 3/8--t WALL MOU NG INSTALLaON "0011"Alu,", WALL WOU FLOM. ANCIfOQS SMALL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE ElEmINU SUCH PANELS ANCHORAGE SMALL .,. .. - . SCALE 3/9*-" SCALE 3/0'" ALTERNATIVE BAW 'A I " ALTERNATIVE IBBIN BE AS MfNTINE 0 IN A 1) AND IN A 2), . S .00.1441"Al, � - % A';I� Pkr LZI - : N = -��.�-.R�� * REGULAR PANEL ..... . �%. 0 LIFE SAFM PANEL Z 0.4 7 't = . . : . NOTIES, � ry .., �;P\ . ,/p,. (9) 12 EWIT� = : = --I- "' ' ,,C J&QNI _AL�_f_&�_ NSe I * �. SCALE 3/8*-1" 2 * : .. , '. , SCALE 310 - xr r `-� -_ : * :*j .. �Ps, . lk -;I-- I,,ENS, .. !%� FLORIDA BUILDING CODE (High V010CIly Hurricane Zone) z -'--- -_ FLORIDA BUILDING CODE (HIgh VeLocily u, con. Zone I I L.Sy IIDFNS ARE ONLY VAUD FOR BUILDINGS WIN &So DESIGN LOADS /9� .. FLORIDA BUILDING CODE (High Vel"Ify Hur conit Zone) - 1/4" 0 tAPCON ANCHORS AS MANUFACTURED BY -TW PUILDFX. INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. I" S ,O, S ATkU_- / GLOBAL PROTECTION PRODUCTS. LLC. *';W/� "'� 'f�z, / / - RE I E C O.... '\ GLOBAL Crm 2 FOR NEW ' 0 F� Er CONSTRUCTION: *OD0 MEMBERS TO Of SOVTMERN -�' *' '4 If C \ "MS. .5, STREET '. 11 I � I I L I E C 0 im. \ GLOBAL PROTECTION PRODUCTS. LLC. ar,, I PINE NO n1 S;� DENSTY OF 0 55 OR EOUAL I - -4 1 - &.1 M XTHRUS .. � %A-4.. Ft %o�e P MIND IL. 51 STHILVI E I ic " " �7�e - - _' ` 11LIECOm O.M. I �, I " " u'P.- .,/ -.', 0 - ORI'DW- 11 , . ). .k� � /y,�:-,,-_> 11.1s, rOr,xIKI..ft INGRALINKNO COMPIANY, IINPNE� (� oNNIE. rL � 4(IeHrxes_sN? 20-176 er ENGINEER" CONNIANY DAVIL III- MV4 -.711 20-176 1 1 'F. , - ,,, 1� - / _. Hms-MMIL. -, 27 - - H... I. - , - - III a'"W"551"W's cO`P"_' . I. "w-�'- �"(.._.,v, 20-1-115 oxq - C-) pmqL - -... . - 11 _M�Jl!!Z __ - - m """"GS1 C I ) ....... - "'"' D.11:�-. , I 7 Oftmo- IN, "11171111111 _�;":;,_. 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MI PE�.lr (Ia NOTE j KIM . . �:f __ , Mt COMEREflE A"ON)"S . - .. _ r T IT AT , o) , HEIIALE 0. s.m 25 FORT wow �____ -3 - - - - -1 ol xx. I SEE SECTIoNS DIN wt, 26 _T - !t. ,4� A, , k OEU SCHEDUULE CH SHITY 2 , . V 1* MR, _ I I . 9 - - ,L------ - ____ - AMIrl ___ _�____ - 1. S I- -1 _ __ - - - - -.- � - ! 1 7 - 1 _112. no) . L__� � I I I . I - -_ - _= clo"al IS 7� �-- . I I ; I— -,=- I +_+ 11 :: 4 �� 440�_ I Lid , I rr, I i I: -I _`67 "I � �7_! , - !? �`! i I ? v?, I I I- m r�, I _.� � i , i ill I I" I � � : � I _r I � i I I I 1 i . : � . i 1 �` � � � 1 � 1 � I 1 : � I , , I I . : I � ! !-I � � M 1 � 1171 � , I � i � 1, I I � i � 1 1 � I I i � � i ; : , � i � � I I i ; i � 1 1 . i I q ! � � � I � : � � � ! � I , , � ; , i i 1 1 ! 1 j I I 1 1 : 1 - 1 11 . I I ! I . i I � , I I I I : � � . . � i .1 .. i I I I � ... I , � � � i - (C.- - � - - � 60 4 *L* . I - , , i � ... ;:" 60 % `L� - *RI� " ' ' 1 ' ' - ' ' , I � iwivsaIt .jEw Et - , , " ' � (INTEL INAEL) � CWTE" P.MEU' 0 PANEL) �*�) TEND ;A-�6 ' I (INTERII PMEO (&� pw�j 4) I ! '(PrilER104 FAI;E�)J: � PAN ) � I NOTE 2. 3 BOLDH I I I � 1 , : � I ; : I M NOTE Z 3. - KUN SEE NOTE 21 3. . 9ELO-1 !SPE NOTE .`= 1 I 6 1 'I, I j I j SEE NOTE 2. 3, 4 Kkas --- --17- : I I I [' , � � I : � � i I � � I i � � I r , ! ! _,,-!� IF � I 4. : I � I I 1 ( KI I � ; � -:4, � _d: �' 'l.- ,;�, ,VF � 47�1 �l .L. i 11 I I. � I ! 'A (!� � � I T71, , �f � - .J� � I � i !. I I I . -r--- 0OL-Co PANELS w . . I. : . , I I : 1 i� I ! I i I I � I : , � � 1 �, � I � 14� 1 i'� '.. - � ] : I ili : : , �.� I i I :.� � . j i : I I : : . I � ���/ ! , i ! I L I : !�� , I ; : 1 � � I ! ! ! : 1 z I ,� � I , L j . .� I I , I : I � : I I I � I ; I' , � � 'ji ; . I , I BOLTED ;71/�'�S: Wm/s wJ ! � : I 1 q � ; ; 1 : � . ? . � . . - I . � - - - I I , 1 : I , I I � , I I � 11 , . . , I � , � I *1 IL " I L � I I , � � , 40 PI .A- - - . , - ": . . . .- �� i .. I -L' I I - � - � I I . 40 Z -L' I I ! I I Itl , - � I . , 1, . t . I I , - - I ! � ; , !T i , , T 7 '17 , " - , , , 1, I � ! 1 7 i ,I I I I I ; , , I I 1 � � : , � . ! I � � I 1 � ; � I � , � I . I I I I � t , I I I I I I I , _� , I I i � 1 1 � � I I I i , . i �,- _T__4 I i q _Lj:� -,,-4- 1 - '. I .. , Lt.__:t .�., � -t�j- 1 ; j i -1 : i I L-!- �r: I -T-i I- Ell!It� , � !.LLi � � I I .+ I 11 - , - - '4��=�� 1 I I , - - - - o - - . - -- -iii -- ---. ---- -----o------�---- -i ___h - I LILY-" ! .1 � _ I _,_,U � I I _ , _L= . - . - _ __jj J_� It - I I - I 1 ---,--V, I --!-. - , __L_ - L-.- _______ .- __ - -1 t��_ .---- ___,�� AW`AATE cryp ) - '. - SEE NOTE 4 BELOW _4 .4. FOR ,-I,. . So, - I.E." " - �- - MAY BE LOCATED ---,r- - - NERNATE LOCATION " ., __&CITEDULI ON S.UT Z6. FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . I I � - I .v,o- - I I - I I a I ; : I � - - ; . * , = : I 1 I : I I . 1- I : 1 1 I R :(T":)- 9 : .,�'-.,,��W�,� � I : 9 I d--0 A : i _rl I - - IF 'r .. : ; �%_ I ;,-- =- 'D I � I --L.- i " 1_� =�,, �l I Ill � , , __r � --I --V-�- 12 : :1 i ---r-. - � I V T----,,- � I , I I I I I 9 I I ; I I � -_ I I I R I I I L_ �*D_ I I 1 1 13 I I I . i I I -_ I I I � : -g j j I ! ME .�� � i I a ___� ____l_ L ; ME .HJUAILF I . SHEET 11 _- --I 9 I j I'.,-... j I j MR If", I/.'- .. � I I ! -,=�.,l �_ UkAx- ;,/.-.-,/.- I 'f- I w 'PHILD'Al I V. .. ..(XY SLIDE, . bt I ,� smer, �. - �. .21 ji r-1 - SEANKA`xxN_ : __. - I TICH 1, I QW I IR)`MlA`KW X_j 7 �v . - � � I MI PINIS : 1 V41, �6 ; :�w 5 T= �l "_ � P! : o"Ife,"'I I 'a �- -0 A I I . H ` CIUM IMOKA, . - I I 11 I I, z :: I - : C I "� ,� - I I � I . I I 2, I I : �l : I i : ..." � -, I I � - I R I I 1 4 1 1 1 -i � I . 1 "7 , � I I ! --------- ". l__Ll_L_ I � I I I 1! I . I I --,I- Ta I , - ; I 4 I 11 I I I I _ L. ; 1§ I # L_l____,,Y_d - I I i __T_I`,_ T---Tlv-l- I - I I I ! ; i --- A— I 1 i I I I V I : . I !11 I I :.,;,I-r. - : ; !� 0 .1 I I � . I IF ,3 Ar' , - i I e . ,_ J,`j 7-1 :_ I I : I 0 1�1 I I 1 1 j &C I ! I (� I I I , I ti !g , I . I � , ! I �' I .. I 1, I I I I . I I . . :Tr . , j, I �l ! � I ; ( ,_ j �� "� I I r I : � 1. 11 : ]I 1 . � i � �l I I ,,- I 'I 1. � / \ i �.6 1 1 - I., 9 II !,m_ , '�� I , - . PIT/ . � I i T i I j 6 -_ I ! I MIKKKIK, � * I I mm 11 1, : I �l I ! I I ] i j I ,,000c� I , � __l> i -_ , - I , , � � .. -L-7-J. 1 7 1 � I OrI,l _/ � i 10,44", I � � AEQARC� 1 � ./. I I I - -I - I- I 4� � I I 0.1" - I I '. :�� I \' . I L,1,-1.- _ oxcKE" ,/.._� . �; - ,/l .. I � : i i - " __ K/ 14.-All - � -- - I's Ikllwz�v' , , ,la LKNO - - I ,,, - I/.--,/.- - I .v , IF B%V P:W`e`E_ 1� I .IAmnews (m / I I , A I , , � -_ - j ' I- - ,,.---.. 11 I Xz,�-.-,.:- .aR / =--.r � - , som I � WQV- x. Kp w3r - - 0FL.) I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. = INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM GENMUL NICITIES- VA in v 7 1 . INTO EXISTING WOOD STRUCTURES I � .. � I INTO EXISTING WOOD STRUCTURES - I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (1.1 D I HAS SIC, VERIRED FOR COMPLIANCE IN 8 11 MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PA14ELMAIE FEMALE ID & PANELMATE PLUS INTO CONCRETE C" 11 . - I' 1. I . � I I . - I � --- - - - I ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLOIDDA BUILDING CODE BLOCK SMALL BE I t/4- C%j I_ ___ i � I , �_ �__ -_ I ----I - - -I � I C= 11 i DES ON WIND LOADS SKqL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE.. 82) MINIMUM EMBEDU PIT OF 1/4-0 X 7/8' C"-IN ANCHORS SMALL BE 15 7/0' IN70 CONCRETE " I . I WOOD . i� xF�,� ! I WOOD FAAMR . . I - . 'A WINE INTO AM FINISH MATERIAL SKIL BE PERMITTED \ I ,� 1, ,� HEADER FOR J SPEED AS REOUTRED ErY THE JURISDICTION WHERE THESE SHUTTERS VALE BE INSTALLED AND NO EMBEGMENTE I � PEOURED I " � REQUIRED I I REQUIRED � � FE A CIRECTIONIALITY FACTOR KA-085 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S,D,) 1/4' 0-20 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FTNISIi MA"�(#_ EXIST� TO - I - 7- - 1/4-f IAPCON 0 6- O�C DEZK�l ORMURE RATINGS INDICATED ON SHEETS 25 & 26 ENGAGE 3/4" INTO ANCHORS, " - . _T_ - W/I 1/2- " i�41*slwco,, to r a. 1/4-0 TAPCON 0 8- O.0 ---T---7,,I .. 1/4 TAPCON 0 V 0 C - 1/4'0 TAPCOIN 0 60 0 C. t__ - w l'i - j , -j. - - _ W/I..1/2' MIN NREADED I I W/I 1/2' III.. THREADEO . . ft THREADED IN ORDER ;O VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 75 I D I W1I 1/2' MIN TKREAGEG _ - I xl_ I /7- MIN TMFEADC i 41 I � - I *0,0 HEADER I PE)YCRATION AT WOOD I PENETRATION AT WOW SMALL BE IRST REDUCED TO A.SA). DESIGN WIND LOADS BY MULTIPLYING THEM ITT 0 6 IN ORDER to 6 3) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. LL) I 1 I PENETRATION AT WOW PENETRATION AT WOOD PENETRATION AT WOOD I I HEAD . �HAT I ; 4 HEADER I � : I WADER TO COMPARE THESE IF/ MAX. (A-S 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26, ANCHOR �, SHALL BE LONG ENOUG TO REACH THE MAIN STRUCTLIFIF FJE4'ND SUCH PANELS. ANCHORAGIF IT ! HEADER �,, . i HEADER I I I'� HEADER I I! SMALL Be I - ,/ C2 1 1 1 , � " AS MENTIONED k BA) AN() IN B.2). - -.E C= 1 1 1 4 i _" i i , �� r- 7: ) 1 114 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE N07 OVER SIRE SEOr A 33% INCREASE !;E 6 2. i - I"/,- � I - � I 1/2. I 11 r- C= a, /I 1/4- 1 I ." , , . _ , I , � ) I 1 _4� I '/4' /4 IN ALLOWABLE STRESS FOR WIND LOAD WAS Na USED IN THEIR ANALYSIS FASTENERS SPAC,NG TO WOOD HAS SUN I - __ .. I _ _ i : 1 _4� - � I I 4 ,/.* I ; . =, � I/V i � I/" I 1/,,' ! , ! �il I M., DETERMINED IN ACCORDANCE W17M N.ft C= m f_j Q I I � - "' , I : I . �, I - uIp., S 20i5 (C) ANCHORS SHALL BE IWIALLED F01 LOWING A�L OF THE RECOMINTENDA71ONS, AND SPECIFICATIONS OF NE ANCHORS z . i I . - wo. I I MANUFACTURER - I I 2- . 7 . ..; -= Cm >< i L I � 1 2' 1 WOW HEADER - I - mi.. I , : WOOD HEADER STORM PANEL'S, ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or _ 1 I - I " � I mi, I REQUIRFO I � RrOUIRIED I I - = LA_ C., IT I I I THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC REPORT 0 2032. AS PROTOCOLS TAS-201, I 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERt" THE SOLIN NESS or E " RE ERE S . R Ll m c= - j ., (24' 4 _ D TH STR CTU WH HUTTE . # 1, --- �z TAS 202 AND TAS-203 IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SK41 ONLf BE ATTACHED TO CONCRETE. BLOCK - CONT CON" "I I I M_ - IT ,a. ! _J__ I � (lz (n _= C14 _r_ I � 1 L_ - - � %I � -_ _; 11 � COW, 1 I - COW OR WOOD FRAME BUIWINCS (1) C= C-, I 2 . i I ,, I 7, , ,_ �� � � "' , � i� _ � 2'. i I M I � - - i I , � - rl I 2 NIS SYSTEM HAS SUN DESIGNED TO BE 04STALLED ON rK OUTSIDE Or THE OPENING ACCESSING 'HE OPENING FROM THE w I . , C, 11 I � ` miiiil� , - �-j � . I 1 , i r L T11- I jl-_� � i- ( p !NSirk W/O THE USE OF A LADDER OR Lin THIS APPoCA70N IS VATIC WHEN INSTALLATION IS INTENDED TO BE PERFORMED -XIC _�; - - �� I " t, I - I Cf) J, I FROM IKE INSIDE OF STRUCTURE. 12 THE INSTALLATION CONRIELACTOR 15 TO SEAL/C,4ULX All SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS �c - ILI ---4, 7j I I � I I MI __ I ; � CONTACT WITH THE BU:LDING 10 PREVENT WIND/RNN INTRUSION CAtJ19 AND SEAL SHUTTER TRAI A,! AROU rU I " I. t - - 2 ___lI I 1 ,5- tPE: I I , - ll�l I � , . i i I I II , , I I "' I 11 I I L_ I? , I 1 - i I I I I I I � 7-��, IT - I Fr__il -L �11 , � I` I Ll".- - 1"" L.tl' M�,_: �__ - - L_j I- ILL �l I : i ".51ING I ! : EXISTING I ! - TEFINHATKIN � 3 1 w � W CL _= 0) � .� -I:=- CARS _rTNmH - E - = 'I.- Mm,. CLASS (Wecs , - � 'L, - - - , . , MQUIS!, I SERIES 1000 WALLATICIN IS APPLICABLE TO SRrCLf AND OCILBLE HUNG STYLE W14DOWS WHEN INSTALLATION 15 REOVRED IT' BE. : . ; GLASS , - -1 . . � BE, I ON ! SCMEm`AJE ;. = ; II.Wl LEWIN . . - Is, i � PAMEL LENGTH - 16) r , PERFOR FROM THE INSIDE or ISTRucTuRr %OMPLY vAfh SPECS INDICATED IN THIS DRAWING r'LUS ANY BUILDING AND IONING W 15 .- -C � : , ... I (SEE NOTE I BELO.) : � -1 sHurt Is) � i CD J.F, : : (SU NOTE I RLLOKJ I i , I i 'I* M.. EXISTING I '" 13 STORM PANEL INSTALLATION SMALL L p P f LENGTH GLASS - ,UWAYPYIN : : ; PAWL 1ING111 RfGUA"DN5 PROIADCO EYY THE JURISDICTION WHERE PrRWfT IS APPIJEC TO III PUS, � (SIT NOTE I BELOW) TIC _� - =_ I . I, -,.-=, : , DISIx4c _' - . I I . StING -_ MI : I I i E NOTE I Sit OW) I I I "L' M.. 4, SERIES 2DOO INSTALLATION IS APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZONIA: SLDERS STYLE WINDOWS WHEN 14 CLASS - (mmiammILAT: I I � i CLASS tmz� - I I , F.- (SE, SC"Wl , , I I. - � I . INSTALLATION S REQUIRED TO PC PERFORMED FROM THE INSIDE OF STRUCTURE ! � LE -i I PANEL LENGTH . ATRIUM WINDOWS AND DOORS. INC. E - Z MANG STORM PANEL SY_M`I` IS PAMIT PIENDW I . KAE' 1.1 I I 1/4 :, � . .1w 14) ,/.'120,1/� 1 i DIN � 'a) I m [SEE NOTE I KLO*) , * I, , PANEL LIENCIH . *l"C`i" ; , - , Ss . It � EXISTING � I . 1/4-4-2N" ! - ( . I SEE NOTE I BELOW) =1 .- U _2 S's ., 5 I 7/a-. S . : - CLASS_� S S MS. W/ t _�4 5, ALI ALL44INUM EXTRUSIONS TO BE 60633-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15 (a) THIS PRODUCT EVALUATION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENEW AND DOES NOT PROVIDE = �l = = : ,/e-. S 2I,/13,-: 1 . . LII 1 � i 1 2- 1 I e I owl . .. - i WIN 6 I I I Y. . 3/3 : f -, ,NFORMAliON FOR A SITE SPECIFIC PROUECT: WHERE 74L SITE CONDITIONS DEVIATE FROM THE PE.0 I �� I - I _4 , � I ! L _ . I . � .1 . , - I 6 ALL ALUMINUM SHEET METAL USED A' CLOSURES SMALL HAVE 3105-H.14 ALLOY - . I .- - I . . . � 6' 1 � NUT i i I � I I 6. C= I . I i . . I I I � (b) CONTRACTOR 'O BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING JFE SAFETY OF .1 "a _= I I i c . � I I/'-# TAPCON 0 :: - I ; I if 1 ! : I ! ! 7 ALL STEEL SHEET IF PANELS SMALL �AVE STRUCTURAL QUALITY STEEL, AI A-853 GRAD, 50 WITI. GALVANIZED STEEL IN PRODUCT BASED ON I-S - ED PROVIDED HE/SW DOES Not DEVIATI. FROM INC CONDITIONS DETAILED ON 14 1 6. oc ./' ,/2- - I � . : f � I DESIGNATION *Iry� CIAL THIS = E - N.LACEU i . � : 5115 -I (AFTER ROU13). S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CON-RACTOP'S RESPONSIBILITY m = I � .. � I � A i I I I I I I E: C-) PCNEIRVICH AT I . I . - I - 111441 8 ALL SCREWS TO BE 57NNI-M STEfL JO4 OR 316 INS, SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (c, .H�S PRODUCT EVALUATION DOCUMENT Wla ENE Cf)NUDERED iNVAuO IF moorftEo I t � i I MIDWIDN OF PLATE . 1 ; I . . I 13_14 � I . I I i . I - i 1 50018 W/ 50 III,. YIELD STRENGTH AND 90 - TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUItOINC CODE SE .010. 241 �; I � : [ � I III) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .LL � I I I E_ t : I- ,-_t � ON, ! (j, 6' . i ! � 9, BOLTS TO BE ASTIF A-307 GALVANIZED STEEL. 04R AISI 304 SERIES STAMIEW STEEL, *-- 36 I,,I MINIMUM YNEID STRENGTH p ; I BECOME TILE ENGJNfCR Of RECORD (EOR) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE PROPER j I i ! I �- ; T USIF OF THE P E D. ENGWEER OF RECORD. ACTING AS A DELEGATED INGNEEP TO THE P E 0 ElW,WER. SMALL i i I L. " I I I I 6 4 1 � J E!o I , I All _� I I ut�l 11 1, . � I rf -LUI I . I I -1 . � __ I - I : (A) :0 .Jft,_� C.QfLRM i , - I _4 48`518� - P, IN I . ") i I , I I . T 7 0 , i I -_ I --- I I ,e) THIS P E-D S L SEAT THE DATE AND ORIGIN& SEAL AND SIGNATURE OF THE PROUSS40NAL. ZNCIWEA Or I I L - - I -1 - - I ED EC , -1 I . . � I � 4�a_ ---iL- RECORD THA'T"'PREPARED I - I . I & , - __ , , � . I � F,�___j . -L _J - 9586",__ I - I- I - 1 6, - OVILDEX. INC (MIN Vc-3192 os,) I '+_____l___ I -,L _. I - i '80*8a�Zw- - 1/4*0-200/4-55 WS� */ I . _.t to 1 1 - �/ ' " .TAPCON.AXMORS AS MANUFACTURED By ITYY - , 11 - _it�c �__ / ___411 __'. , . -4 -@ COW ED 1/4-0-2N 4-SS U.S Wl E0 I X 7/8 CALK -IN ANCMORS, AS MANUFACIVRED BY DEWALT INC (MIN #31300 D) .a � (3 Cow, *# "a I , 7 8'-3/3?; YNOW .UT 3/ i - I - jw, � -1 � - 10 PANELMATE FEMALE to A PANELMATE PLUS ANCHORS, AS MANUFACTURED UC STORM PANEL MMUFACTURER'S LA13EL SMALL BE LOCATED ON A READILY VISKEKE LOCATION AT P EL IN I I III I 7/8'.3/32- RM NUT ; -A -1 S70RM AN 7 a . , 3/32- WING NUT ;ee . 3/32' WIND . I . _____� _�L - 114 By ELCO CONSTA TION PRODUCTS ACCORDANCE WITH SECTION 1709�9 3 OF FLORIDA BUILDING CODE ONE _LR EVERY OPENING I (fr-3150 IF-) i 7W�XHCR 0 12 112' O.0 NUT KASKA (SPOW) I WASHER 2 1/2- OC WAI (BEYOND) ED I I � I 1) I ED I LABEL Wil. BE PLACED Ft, � ; ! ; 1/4*$ TAPCON 0 6" D.C� I I . t� � i I I - �_ I I LABELING TO COMPLY WITH SECTION 1709 9 2 OF THE FLORIDA BUILDING CODE i I i 1 4** TAPPON 0 8' 0 C � e4 a 4* OC ; � -_ - I S, / STUD) I " 116a, MI THREADED _� ! 7/8'o . 3132' who NUT ALI) MINIMUM EMBEDMENT OF TAPCON ANCHORS KID POURED CONCRETE SHA,_L BE 1 3/4' AND 2' FOP PANIELIFATE 11 ISTAOIENED W/ STUO) I Q MILDRICT. 2'W WOOD PLATE , 1 7/6'. F, 3/632' WING KUI 2',4' WOOD PLATE ;" 7 t - mW THREADED I : - WAS�E 6 */-* 0 . i - : FEMALE To & PAWLmATE PLUS T;,r THATEADED */I ,/2 OF PLATE WASHER 0 (BEYOND) I .CWLDN PENETRATION A! MIDWITH I WOOD PLATE - . -0 � REOUIRTID , ! - . I AT � , . - I ��',_ - _� I 77-- �71 I """`-I-I Fj2` I c 7_fk_,_-___J` f 11 OF PLATE PLATE i . , �- . I _ijie�; RED i�64;,Hvw PLATE 014-,o PANELMATE PLUS I I A2) MINIMUM EMBEDMENT OF 1/4'0 1 7/5' CALX-IN ANCHORS SHALL 13E IS 7/6- INTO CONCRETE NO EMBEDMENT INTO WOOD PLATE I I - � ' , L � 014-10 PANEIMATI PLUS AM FINISH MI SMALL BE PERWTTM COU "I *DOC) PLATE 0 6 1/4' 0 C A� /t�% a 6 ,/4* CC, A"/S, , - 1/4- 0-20 SS S30EWALY. DOLTS USED SKA" BE LONG ENOUGH(SHOULD MY FINISH MATERIAL. EXIST) TO ENGAGE !/4' Z.IIII. WrID RED STALLA710N WALI_ MOUNTI STAI I ATION MIN. 1HREADED N" I I I . LIE M, MIN. THREADED TON I I `444 WALL MUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 REGULAR PANEL ALIERW 7BW AT MORTON Or PLATE -1 i. A, FPDMON OF PLATE j - 71.. INTO ANCHORS A "I ALTERNATIVE EIALW ALTERNATIVE SCALE 3/8'. I' .0 UFE SAFM PANEL A-3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS. OR PAYERS BE FOUND ON -,iE EXISTING WALL OR V� tg . ..rizz .1151, I 'i I I ..'." \ I .. I- - . . . V C Afsl- ...4 � - ALLATION A�r��, , - 0 REGULAR PANEL 0 LIFIE SAFETY PANIE %* SCALE 3/8--t WALL MOU NG INSTALLaON "0011"Alu,", WALL WOU FLOM. ANCIfOQS SMALL BE LOW ENOUGH 10 REACH THE MAN STRUCTURE ElEmINU SUCH PANELS ANCHORAGE SMALL .,. .. - . SCALE 3/9*-" SCALE 3/0'" ALTERNATIVE BAW 'A I " ALTERNATIVE IBBIN BE AS MfNTINE 0 IN A 1) AND IN A 2), . S .00.1441"Al, � - % A';I� Pkr LZI - : N = -��.�-.R�� * REGULAR PANEL ..... . �%. 0 LIFE SAFM PANEL Z 0.4 7 't = . . : . NOTIES, � ry .., �;P\ . ,/p,. (9) 12 EWIT� = : = --I- "' ' ,,C J&QNI _AL�_f_&�_ NSe I * �. SCALE 3/8*-1" 2 * : .. , '. , SCALE 310 - xr r `-� -_ : * :*j .. �Ps, . lk -;I-- I,,ENS, .. !%� FLORIDA BUILDING CODE (High V010CIly Hurricane Zone) z -'--- -_ FLORIDA BUILDING CODE (HIgh VeLocily u, con. Zone I I L.Sy IIDFNS ARE ONLY VAUD FOR BUILDINGS WIN &So DESIGN LOADS /9� .. FLORIDA BUILDING CODE (High Vel"Ify Hur conit Zone) - 1/4" 0 tAPCON ANCHORS AS MANUFACTURED BY -TW PUILDFX. INC . z ULA . _� UP TOA.553, -72.0 PSF AND PANELS LENGTH LIP 10 lf-8- I : . t - mTEDC. - 1. NOTES; z/ ..... . XqH%HI .`ECD m '. .. . .m 1.TT. - , -: __ . 114*ICO 1 500 -1 , rl T : wii A .* 20 GAGE GALVANIZED STEEL STORM PANEL Tit _ 20 GAGE GALVANIZED STEEL STORM PANEL I A 7/8- CALK -IN ANCHORS, AS WINUFACTURCO By DEWLA I INC (f',.l p) __. TE " _ .. � fSA , I k I rL _��e.,� - , - � . It ?I .. . 20 WE . I . DA" Or I IIIISTALLAWNS ARE ONL� VAUD FG& BUILDINGS WIN ASO DESIGN LCAD5 = : i * j _- , DAMIN In; - f A- PANELMATE FEMALE 10 AND PANTUMATE PLUS ANCHORS. AS MANLIFAVORED BY DCC CONSTRUCT.'ON . . GALVAN12ED STEEL STORM PAWL 2 FOR NEW .0DD FRAME C TMN WOOD MEMBER- TO BE SQUINERN � , - : 21 " .- . U� TO ,5 .5. -720 PSF AND PAWL'S LENGTH UP TO 8-8' = IN � . * -1 - _� - \ PRODUCTS (Cm-7071 P . 1 ) 11 '_ - I DANKI ITT Fee NO 2. W/ SPECIFIC DENSITY OF o5b OR EQUAL � * .. - C---- -, /I$/- I \ ___ ___� � . 51A 6k, __v-_w ,. ROTECTION PRODUCTS, LLC. I" S ,O, S ATkU_- / GLOBAL PROTECTION PRODUCTS. LLC. *';W/� "'� 'f�z, / / - RE I E C O.... '\ GLOBAL Crm 2 FOR NEW ' 0 F� Er CONSTRUCTION: *OD0 MEMBERS TO Of SOVTMERN -�' *' '4 If C \ "MS. .5, STREET '. 11 I � I I L I E C 0 im. \ GLOBAL PROTECTION PRODUCTS. LLC. ar,, I PINE NO n1 S;� DENSTY OF 0 55 OR EOUAL I - -4 1 - &.1 M XTHRUS .. � %A-4.. Ft %o�e P MIND IL. 51 STHILVI E I ic " " �7�e - - _' ` 11LIECOm O.M. I �, I " " u'P.- .,/ -.', 0 - ORI'DW- 11 , . ). .k� � /y,�:-,,-_> 11.1s, rOr,xIKI..ft INGRALINKNO COMPIANY, IINPNE� (� oNNIE. rL � 4(IeHrxes_sN? 20-176 er ENGINEER" CONNIANY DAVIL III- MV4 -.711 20-176 1 1 'F. , - ,,, 1� - / _. Hms-MMIL. -, 27 - - H... I. - , - - III a'"W"551"W's cO`P"_' . I. "w-�'- �"(.._.,v, 20-1-115 oxq - C-) pmqL - -... . - 11 _M�Jl!!Z __ - - m """"GS1 C I ) ....... - "'"' D.11:�-. , I 7 Oftmo- IN, "11171111111 _�;":;,_. It ml - 1 DFAI Nx - - - _" ' ORNHWI N� "I, .... .. - .. - .-."-'- - - " I I - IM v____ - - "' -I- __ " "'" (_ "s", , )'" I E_M:'z'%oNA,,xm/.,E ItV �-"'-'�rl&'_�'-,.� CALKl0II7!. , -U� tItp - I *= In 1-4607L A - f - it - != 'M, tw, FT I 2 M. " 67 1 F-9 ! 1 - 1 1 p-k1-7,k:l____ - swertmorml I I . . . RIES 2000 A 1000 E-Z HANG STORM PANEL (SCALE 1/2-I-) - 259" - 15.196- (TOTAL HPON) - I 22507 -2 591- 9- . 12 500- (EFFECTIVE WFDN� - I � - I I T__2.25C'-j �&� il , : I 1;0. - -6 1/4- - 1350' - - � J�- , , _/ I . - - I W�O' - - 1.50D 11 I I I I I "I 1 OTIS' �� I . I . r- I . - � - A -, `�. ;6.- 1 1 1 2 500' - I - Typ : � ' 1z, - Typ * . 1 7��Oo ,--F--\ � /1, j 'IrD.0311' MW TMICH\ A001WED I - �,_'/� ��4k�\ , , " - �', ANIZED E� .", 3 1 ! 2 5w* F 500, ,i 11 2.244 " GAILIT / EDGE I I 2.000- 2V', , __ " AS,. - . - I *k.% 11 �! 2 2-- . __ DETAIL 4�1 1 . - . ) EDGE ;.� GRAM 50 MON44 / _)l I - 1.1.1. I \ I _/l 4a it G-60 DALY \ / - � II I'S. " - I � . & � , � - Fz;z , I. 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MI PE�.lr (Ia NOTE j KIM . . �:f __ , Mt COMEREflE A"ON)"S . - .. _ r T IT AT , o) , HEIIALE 0. s.m 25 FORT wow �____ -3 - - - - -1 ol xx. I SEE SECTIoNS DIN wt, 26 _T - !t. ,4� A, , k OEU SCHEDUULE CH SHITY 2 , . V 1* MR, _ I I . 9 - - ,L------ - ____ - AMIrl ___ _�____ - 1. S I- -1 _ __ - - - - -.- � - ! 1 7 - 1 _112. no) . L__� � I I I . I - -_ - _= clo"al IS 7� �-- . I I ; I— -,=- I +_+ 11 :: 4 �� 440�_ I Lid , I rr, I i I: -I _`67 "I � �7_! , - !? �`! i I ? v?, I I I- m r�, I _.� � i , i ill I I" I � � : � I _r I � i I I I 1 i . : � . i 1 �` � � � 1 � 1 � I 1 : � I , , I I . : I � ! !-I � � M 1 � 1171 � , I � i � 1, I I � i � 1 1 � I I i � � i ; : , � i � � I I i ; i � 1 1 . i I q ! � � � I � : � � � ! � I , , � ; , i i 1 1 ! 1 j I I 1 1 : 1 - 1 11 . I I ! I . i I � , I I I I : � � . . � i .1 .. i I I I � ... I , � � � i - (C.- - � - - � 60 4 *L* . 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FOR wom sm., - 1. 1� AT END OR I ,/2' I '/v ow PANELS) � WYE 3 SEE SECTICKS ON SMITY 26 INTERIOR PANftS_,,. bno,, (z CR 0 - a. ./.@ (2) : . TO HE INSTALLED AT EACH I ! LAST PANEL 0 TO BE INSTALLED AT EACH = .MISALWIS BE OFCN,W SHALL ALWATS K REAR KV40LE To rACUTAIE =DTg TYPtCAL ELEYATION FOR S REAR HANDLE TO FACILITATE =T9 TYPICAL ELI gpIES 1_QQQ K INTENDED TO BE INSTALLED FROM � L-A ANELft& i :f %TCNOED TO BE INSTIM.LED F-Om I E-Z HANG STO M PANE I SYSTEM � , INSIDE or STRUCIVW scm.1 3/32- . I- - ,SIDE Or STRUCTURE _j IlCME 113:r - " -J. -I/.- - GAP - ( 1/1* Nx. CAP .,I.-Ar -I/F` � GAP - - Ill. ft. GAP -1 - /_ _\ - \, \ i ,-/ A I - \_/ \ / 1__7 \-,/ N 70`7 7 K 7 N / � ,, I . ____z_ k I (V& 9 R/ - - 1) . (D - 4 10 SECTION A- �_Jy� I SECTIO B-8 ",=%& I" SCALE 3/32- - I' NO "ALE 31M. - I. NOTES - (1) DEFINITION OF SERI" TOM C - 2 MANG STORM PANEL SYSTEM CONSISTWC OF PANEL - rt TRACAS AT TOP III PANaVATE PLUS OR 15' LONG (1) Ull"ITION-017,500,2M f - Z HANG STORM PANEL MIEN CONSIS71ING OF PANEL . AT 0077OW W1 PANELMATES C-1 TRACKS 70P A BOTTOM, (2) END PANELS SHALL ALWAYS BE BY MEANS or (2) (et) PANELS SMALL ALWAYS PC CONNECTED 10 8070M TWI O�ERW.SE A 570P W PANILMATE1 OR C'45% :jy_.-77L:.-�;_ -TRAt-KA-TOOTTOM. END PANELS SHEALL CEFNW� -0-2W/4 BE PROVIDED AT TOP OF SUCH PANELS SMALL BE W1 1/4 ,/.g _S� W/ 71y,(Vl:2' M . NI!EC,1lIl SMALL C.N1111 01 DESCRIBED ON NOTE (3) IFELOW) (3) IF END PAN IN�l ll,�D= Z�l LIVING NUT OR 1/4-0-20k.3� M . NUMBSCREW INTO TAPPCO X, EPT AS . _ . - V - ,..I$ n 1 1/4 IF/ /. 3/3 CRT/. .3 ' '"'U"EISCRr"' CIG RM` STOP W INTO TAPPED BOTTOM MACH LOCATION OF rASTENCRS MAY BE AT EITHER OF TWO (3) FOR CASES W14EN END PANELS ARE USE JOINTLY W1 15- L WERIDR FLAT FLAKES OF END PANEL (ZITIT S��EILLT END PANELS ARE NOT CONNECTED TO BOTTOM I tAZX (b. T AT (A) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOV "EACH ( F, A STOP CAR IC PROAADED AT TOP OF SUCH PANELS, IS GARY USED AT TOP) AT LEAST TWO PAWLS SMALL BE C ONNECTED To 90TTOM TRACK (4) FOR IIMAUATFONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY USNG S COS INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF PANELS MOUNTED 70 EmVrIN L� - .,��l K XrS .1 PANELMATES. ONE --- PAWL TO'007P MAY BE USED JOIN . NG , BOTTOM ATTACHING 001704 TRACK TO WALL OM TRACK MAY OCrUR AT ANY PAWL LOCATION W/ TWO PANELMATES FO NO NO SHOININ ON ELEVATION AND * 3 1 � ��,2 (5) SEE SECTION 1% 3' & 4 ON SHCEI 24 SEE ANCHOR SCwEDLLE ON SI,EEI 25 Mor. EDGE j7KANCCEOMn:�ZlS INTERIOR UP= If / ' USED rLy W .... 4110101m, NOT NEED N To BY ANY TRACK I S_ I-Sl_ ,<�p, �:.!!jt;;I� (To DE 01 CRIOR PANEL) KAYE , �� TILAT .ENIT PANELS % E LEFT . RIGHT 11 - CT N, -� � OVERLAPS RETAINED BY , � , �, � `1!1�p �1_ 4� k� 'fEN FLORIDA BUNjDfNG CODE (Nigh Velocity Hurricane Zone) S k, 'EN "I . . z .. - z - ' i `QIXK` rl.�. - 20 GAGE GALVANIZED STEEL STORM PANEL ,,, z I N0.4 167 -. - = : r- _;�� --- M =*,. . _ ______,`, - . . - _�_ - -I'. F ".- � _> / st""W""" s STAT 0 -'Il: z ,BIC \ GLOBAL PROTECTION PRODUCTS, LLC. CA" 1, -po'.... ,to o, --.W-�� ___ Net S_. 1, 151"m Vx, . . ,C., - nuu, Ycer,em, ."I4, - " e .. ..''Jo , KW Dwe"momat cowANI, .1 � , . __ ---.-. AMON, VWW)mwms��. rm., (�)Iwsssl 20-176 �,,,-,�/P�� ��E,,,,' ` - (_).�;.!:"�.4PxQ.I_ I I ORMHAO Nx N N It lk"Polyl WAII'monAl'osoloUr xWNj" A DIL't .., PC , - sNmY 2,, or a - _ nxnw I— # LF7 - - I - I - I - -_ I . INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . 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I I --,I- Ta I , - ; I 4 I 11 I I I I _ L. ; 1§ I # L_l____,,Y_d - I I i __T_I`,_ T---Tlv-l- I - I I I ! ; i --- A— I 1 i I I I V I : . I !11 I I :.,;,I-r. - : ; !� 0 .1 I I � . I IF ,3 Ar' , - i I e . ,_ J,`j 7-1 :_ I I : I 0 1�1 I I 1 1 j &C I ! I (� I I I , I ti !g , I . I � , ! I �' I .. I 1, I I I I . I I . . :Tr . , j, I �l ! � I ; ( ,_ j �� "� I I r I : � 1. 11 : ]I 1 . � i � �l I I ,,- I 'I 1. � / \ i �.6 1 1 - I., 9 II !,m_ , '�� I , - . PIT/ . � I i T i I j 6 -_ I ! I MIKKKIK, � * I I mm 11 1, : I �l I ! I I ] i j I ,,000c� I , � __l> i -_ , - I , , � � .. -L-7-J. 1 7 1 � I OrI,l _/ � i 10,44", I � � AEQARC� 1 � ./. I I I - -I - I- I 4� � I I 0.1" - I I '. :�� I \' . I L,1,-1.- _ oxcKE" ,/.._� . �; - ,/l .. I � : i i - " __ K/ 14.-All - � -- - I's Ikllwz�v' , , ,la LKNO - - I ,,, - I/.--,/.- - I .v , IF B%V P:W`e`E_ 1� I .IAmnews (m / I I , A I , , � -_ - j ' I- - ,,.---.. 11 I Xz,�-.-,.:- .aR / =--.r � - , som I � WQV- x. Kp w3r - - 0FL.) I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM RANELL INTO POURED o"No"MENICIP", wa.m -----------, tm Kose'ut 'A' � P"ACKE', 'WaIme, VINP - r-,G.� - I __\ f-- 40 - CONCe"t Axaxxxl L4 OR, 'PsMAT _\ __l �. - I INIE, ") (w ICMDAUI 10� - . � ma SPNEDIA, I \LIN - R ----\ & ,Men, .) . marr a) 1 �41- �`�A'-$ -_ - - - PIT -_ I \ I, __" --\ , I - I F I IN 11 I M�%_? i - I `xNVc , / F-- - ow., ` __ 11 I -1 I � ____"_, C` � F.; ,--\ _� - L4 W I.. mm. I , 1 ,5 , , . d 1, - -�D Z�, . � wou"m - I ' ' r ?AM' " � � I I ,I ,�-" I -_ I - , . 'i -1 I Z � Im - . & I I -_ I . �±,) - _"�\ i I I IKURF) u � I I I I I . � WW-e \ . lVI T � 'i � � LL I ; ,/.--V.- , - Yx I W-- ,\ T I _� � I I �� jv- �il_�_, - I I - H,w,_ I ', I - \ I _L_ - � ! I � I I W. : (j 1 I _ � . I - I I, 1 v__C5 i L �g fl,") , . I 1 I m PFNA I A \ I F i I . - . t - I p : I I F I." 1+---�5- i I ; I �) III , , I � I � 41 I I t� i I v : . I I � - I .v,o- - I I - I I a I ; : I � - - ; . * , = : I 1 I : I I . 1- I : 1 1 I R :(T":)- 9 : .,�'-.,,��W�,� � I : 9 I d--0 A : i _rl I - - IF 'r .. : ; �%_ I ;,-- =- 'D I � I --L.- i " 1_� =�,, �l I Ill � , , __r � --I --V-�- 12 : :1 i ---r-. - � I V T----,,- � I , I I I I I 9 I I ; I I � -_ I I I R I I I L_ �*D_ I I 1 1 13 I I I . i I I -_ I I I � : -g j j I ! ME .�� � i I a ___� ____l_ L ; ME .HJUAILF I . SHEET 11 _- --I 9 I j I'.,-... j I j MR If", I/.'- .. � I I ! -,=�.,l �_ UkAx- ;,/.-.-,/.- I 'f- I w 'PHILD'Al I V. .. ..(XY SLIDE, . bt I ,� smer, �. - �. .21 ji r-1 - SEANKA`xxN_ : __. - I TICH 1, I QW I IR)`MlA`KW X_j 7 �v . - � � I MI PINIS : 1 V41, �6 ; :�w 5 T= �l "_ � P! : o"Ife,"'I I 'a �- -0 A I I . H ` CIUM IMOKA, . - I I 11 I I, z :: I - : C I "� ,� - I I � I . I I 2, I I : �l : I i : ..." � -, I I � - I R I I 1 4 1 1 1 -i � I . 1 "7 , � I I ! --------- ". l__Ll_L_ I � I I I 1! I . I I --,I- Ta I , - ; I 4 I 11 I I I I _ L. ; 1§ I # L_l____,,Y_d - I I i __T_I`,_ T---Tlv-l- I - I I I ! ; i --- A— I 1 i I I I V I : . I !11 I I :.,;,I-r. - : ; !� 0 .1 I I � . I IF ,3 Ar' , - i I e . ,_ J,`j 7-1 :_ I I : I 0 1�1 I I 1 1 j &C I ! I (� I I I , I ti !g , I . I � , ! I �' I .. I 1, I I I I . I I . . :Tr . , j, I �l ! � I ; ( ,_ j �� "� I I r I : � 1. 11 : ]I 1 . � i � �l I I ,,- I 'I 1. � / \ i �.6 1 1 - I., 9 II !,m_ , '�� I , - . PIT/ . � I i T i I j 6 -_ I ! I MIKKKIK, � * I I mm 11 1, : I �l I ! I I ] i j I ,,000c� I , � __l> i -_ , - I , , � � .. -L-7-J. 1 7 1 � I OrI,l _/ � i 10,44", I � � AEQARC� 1 � ./. I I I - -I - I- I 4� � I I 0.1" - I I '. :�� I \' . I L,1,-1.- _ oxcKE" ,/.._� . �; - ,/l .. I � : i i - " __ K/ 14.-All - � -- - I's Ikllwz�v' , , ,la LKNO - - I ,,, - I/.--,/.- - I .v , IF B%V P:W`e`E_ 1� I .IAmnews (m / I I , A I , , � -_ - j ' I- - ,,.---.. 11 I Xz,�-.-,.:- .aR / =--.r � - , som I � WQV- x. Kp w3r - - 0FL.) I. -=_j . 11 _EDQ 0 ON XHLT, 11) \ - - Yxx twnr� HIT 02 . P"`R"` -) __'F� 60 r .1 I � WALL AND OILIELT MOYNTING INST. VX M.I `"____'� --I'- MI WALL MOUNTING INST. I ! I - I , SECTION 2' =TION V I 10, SCALE 3/8.,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT mOUNTING INS7_ SCALE 3/0-1* �_�a SECTION III SECTJQN 4- - /_ - - MI NT101 * :! . bam-L I 1. "Kax,, 2 CA SCALE 3/8- " sG,,C ,A-,. T � K . II - AT I am" CH Im 0A ,, !I-�4) . iI W-.k DYQ , .......:.... I w_PDH rft LIN VA:r, " ... E ,.... I - , I. -� D8 - V4101114 z . S . S, .. M= I i = If 44 ' 1. - 7f= = 2 * A - L___ � = .. = � COMBINED . ANY - TO w, ANY, a - . - FLORIDA BUILDING CODE (High Vefocity Hur Gone Zone). I WA-ATON Z ., - ; A i 111EYPIL 'I.M., - 11 & I � �P'.. STATE OF !Q� ? 20 GAGE GALVANIZED STEEL STORM PANEL - , % 0 - D.- & DETAIL I L_ I ED - 77 77- � C i ,�!! 0 ..S, _��, - - -- , _�� ' \ GLOBAL PROTECTION PRODUCTS, U.C. ""'V"" ,i � - .1 1 III . ....... ' e � SCALL 1/2' . I' VIEW - �� � ,,��_,S� / 11LIEC O... .n �- - " /",� , 0. i \ mxx,� �5,snqvrt , / .0 I I- . DOMINEERING COMINKLY D--- In- MI. ; �/ w - �=_ . - - exWex. I, .1. ftlow- ("H".71H". rM, (�Tmw_m? 20-176 - . (_I.t,_ I- INK1.11 CANKNI, . FT SEN. lUxE/_ - __11. !"i TEA A - ..IT - �- 1 , up 0 1 I I - Flo-" - . OF " " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. " (D W a) = -+--a U) *--a =3 CC > 0 C"""""' L- I 0_ C/) CD- < -4--f 0 (1) =3 C -0 0 m L_ 0- 0 a)Ill CIO`) " m " m =3 Uj 2 < z z < __j a- ' SHEET NO. SH 1.2. I I 11, I I - - - -- - -- = -?.,0:417 11),11111F.W-111,11111,1*i III J:I sz�111113 0:711L. 1,Nrm,w 1111W - m*1JJIl,1;; -- - - = wki _ I.I�l�:�Wli.1;J'MW.1:13(lg4pjl.'I-" - I w - - MAXIMUM AS.D. -INGII -� 1 No I � m1m. � 1 - CONDITION 1 w7`QNs TO I ARR,- - .66.o. -753 -�-- I I i 70' OR LESS I - 1 2 9/111- I I i BOLTED . 4 2'. Y "k 1 2'. a � 3'w - .66.o. -;;� OR UESS I - 1 2 7/8' i lool-Im - , & .-W - . BOLTED MEASLVFE;/P"2rW/.' S.S LOS k WINGW AT 04" k 40OF OF PAWL LENGTH TOM OF PANEL J"MUU AI DESIGN PRESSURE RATING (a.s.f.) AND CORRESPONDING MAXI1dUM1 ANCHO X. I SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE R= STRUCTURESA -y&jL-mL"Qft-?ffi jlff-lE-D-m- IIrftA,- �ILw IMUM - MAXIMUM ANCHORS SPACING FOR E 0. . 3 I It- - . APPUCAI - To &S�O DESIGN --- ` If - � IAPCO.s ! CAUX-FN ; PANEUROATIE FEMALE 0 PRESSURE p�wn ftus ANY Co"'W"T'a" .. INNEL I LENGTH 'It' D,,) 10 I m CONCRETE: CONCRETE BLOCK I FT, OGN,em i To CONCRETE LAW I I To CoMic'm . I'D CONG0111 aftLOCK RATI (Pit) to coommem ITO CONCRETE BLIN", 1 or IFEW I ; � I 12' NIA I : 12" m N /A I 12- ; 11 N/A r [ 12' N/A I , - & 2 (TOP) - � I I ! . i I I 4- � 1 4. 1 I T (90TCOM) S I' EWS ZOOO. ...I I I : � 1 12' 1 5- � a- � _j __�j a. i- -�� . � MIA I - MIA , - N/A 1 NIA I N/A N/A i I 12 1/2* 1 IT- 1 2' � (BOTTOM)--- 1 "&O. - 76 3 f- - --- i 1 -- ----- - -- . I 70� OR t-ISS I 7' � N/A 6 1 It' I N/A i A 112* 1 NIA I A 1/2' 1 N/A ; 3- (TOP) ---I I- --- . . I , I ---i 12- --- I— N/A - I I!j __ I N/A I ii 9 1/2" N/A � 9 1/2- N/A I 1 3. (BOTTOM) 1 . __ i N/A I. , 12- --+ N/A 1 - --- 12' NIA I It' (TOP) - I . I 4 1271 N/A 1 12- � I, I - I 12- - 1 9 112 . 1 i 12' .--------+- it* I ,2. ". � - - - -1 , (BOTTOM) I 0, UNITED TO $6.0 " I AS D DES" PRESSUOK RATING A SEE SHEET 26 FOR ANCHORS VYFE J, SPACING " INWouATVOPdS INTO WOOD FRAME BLOXM MINIMUM ANCHOR SPACINM ONO WdWLW DGE CXSVWOCE ARE WDA�TEID ON NIS SO4EMLE FOR to LESS FROM POrATED ON SCHIECKALE REDUCE ANCHOR SIOWCNC BY MULTIVIEVNIG SPACING SHOWN ON SIC"ODUEE BY THE FOLLOWING FACTORS FOR TIM OPERATICAt TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SMALL. NOT BE Im THAN MINIMUM SIMCONG INDICATED " EACH AND400 TYPE AT ANCHORS LEGEND ,/4-. 1/.T. Ile. I 1 1/4-. ANCMM "FE I AMRI- -VIll - I", FDAU . � I CAUF- I ----- - ANCHOR suatio (OL) 3 , . Lw-7 . FROPPOP, C; �B) 3 -,--- -- -;- - -.11 rr�--BRP-(W) -- ;- -- � - , ,/y - - j I Ammm. ED ONK I I - 0 FILIM -- , 1/2* - 7--- 71- - - --- - ", - --/2-----1 - ,T - _U.i -� . ]'------. PIT - --I.-.- - ---i- . IP;--j -- - - -1--i - ; I + REOURES No, COST IF PANEL : ANCE BETWEEN BOTTOM C - 1,12- AM (2) TO BE 1/2' --I MD. kr�'; Fj 1-�-o + + RVDNFREs WRO. DwAma arwEN sorrom OF PANEL .No Q TO BE 3/16* Lj--43/w m- I FA.. FLORIDA BUILDING CODE ---- I COMPONENTS FQR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 112-l') - - 15.125* (TOTAL WOTH) - - 2 107- - - - - 12 500' (t"ECITA .131l') - - , - - 123' I/4"-2w/`, 1 - 250' - �750' - S 3 STUD FWErED �L 7 '- 6 1/4' (INP+) - r- 31 6 v., . '25 * 10 WIGUE a . *1 I - - OR 0 17 ,/2 DC - 1-350, - - 1 3r, - ,.250, - k IN. I 8I - .oa6' I 0 . I j (NA, BE "Ir"ERSED) 500" -�-,- I 1�0, - ;I,tIw' A - I . , , � , - - , - I I I - - , . +. , I I I . 1 BAO � .1 � I . Zsc T I . 3-375 , 4-i ls�� 0 02.' III, , . I . I MON ii) - � 6 "' / F7 �- "' F I v . I HEMMED GALVANIZED L .- . . co, - " - %. I CIS . EDGE TYP , 2 Do.- 4 DETAIL I L SEE � I � 5, GRADE 80 E&I 2 ,2 ` I ,w, F2,wo -j O_ II 60 GAL EDGE I 1 DIA, L 5,,.---j 125' I DETAIL A 49 - -iTy;,:, P"FP) � I - � - -------- -- - I I . �375' L-1 350' IT) - ,35c, - DETAIL A-1 - . � PANELS SHALL BE PISTALLED ALWAYS - 2367, - TRW LEFT TO RIGHT w/ 1/2' LEG AT END AT LM SIX OF PANEL (�) WAEADER (�) "E" TRACK (j) ANGU WITH STU � I - , I I � . m TOP EDGE 0 02,' (W,,, I � OF F-F ,-,� -, �, I - GALYAN' ,ED STEEL . ROAI Ovo U. � , 37S, .,270* 1 - W/ .Ehwfv Fort! , - I ,-.,I, PAINELL */' ", I "I . - ,. .1, At=J 0 � - I i 05, " I I I I I . IK . - , ,:�,�' 1'11�, 1� - I -1 I , V I, 133" .710. , I , ,� �.� , �, ') , I .��,- . I �200' :;� - /I �, 11<� I I r -71 1 , -0 - , /1. , -" - a # 625 0 375' it , 0 - � j -- ,, , I -250* -�- 1 .07- . 625-1 , ' I, � il �' v "EWMED. . - I 0127001 I - 2 591* - , - 1, I - 11 " � OR @0 /I IT ;-�_-�' .2. * ii '"' - 7.2!FOT - I U ISOMETRIC YIEW DETAIL A - I I 0 270- - ".; , 957, I 1�0 .1 ROLINDED CORNER 0 ENDS OF PANEL'S I - - 015, �� l2s: END UP W/ HEM"ED EDGE I ., -2 370' - �N T S) 375' � ,TP BOTTOM DAMOIJ 2.500" 1 I .091. .6, , (�) �'KEY HOLE WASHER I EDGE N PAW, S7501 -I- TYR, -0 ,;C. 105-HI54 ALUM ALLOY (�) KEY HOLE AT PANEL - 750- - ( 072' I I , r- 1 I 513' , *SEE SHEET 6 FOR ADDITION& 2 124- 7�7 - I - ,.- - LIMITTATKINS OF SLEEVE UDIGPTI IS I J-. I ; _ DW , - - 125, I ONLY vAUD top twAL TONS two �F 7 (�) SI FEVE 2 1/8" I - I - (TIP.) . I.- WOOD STRUCTURES 1250- , " , I I MAX, LENGTH I .2w . . . �-,..- - , OOCr 3 750^ � 1 FF ."' .- -10. =z I 125. 2.DDO ' L� ?So- 250' - 2 545" - t. "a . , IT, ) I I , -. , -g �, L- -- _ _ I , I "r,p ) (�) REV. 'K!--HrADFR (�) * %J , m UP HEADER � , - �, MIN TO 5' MD. - OF - 2000' - I (R SLEEVE I MAX, - LENGTH a @ ANIGLE "J" TRACK E (B 174' - "Doo. 38t� WISI-TO AiDr "'� "I.-Hill"INA., (I 1/4' WIDE) �J!�\ . 200' , -�i� , (USE ONLY FOR E-Z HANG STORM PANEL - , I 6' � - '150- 1 +082' Z� -`�CPQ�'- � ,G,� SYSTEM) 6063-76 ALUM. ALLOY --- U :I,,- �41.f WIN � . I . , I Z : z . . z '. =:� . ` I FLORIDA BUILDING CODE (Mon High Velocity Ku Icon* ZorI ,67 1 1 1 I 25* 1§6 ' O' I . . No. 44167 . - _ � �- " to 11� WIN ? 9 "I w 123" -,. -�- Z*: * ; * z .,OKD MITI FOR, 'A Of . IT 7.� � �L � V 24 GAGE GALVANIZED STEEL STORM PANEL I .--- � - C GAOI 1 . � F,j r . 050 -'-'j ------ ; C�') , ..... /- - I I I , - 250' " � 2.000, - 1�, SET SECTIONS - - WIN ' - GLOBAL PROTECTION PRODUCTS, LLC - . � IL ECO,,-, DATE L. �-- .FTT - --::� - S.W. 5 sww 204' =T� . E"Nz� C'N"PARY ILL W. Ot .. O'", 20-175 --- - (9 13UILD-OUT *F" (�� BUILD -OUT 'F* TRACK g A (�� WASNERFO WINGNUT - O", GO I =Ill I O" " n.1 P1.4 "Wes-7Imit, - "Now -en, � . TiR, = LN lzl.111- A I 20111' 2 w Ill TRACK ANGLE (7AMAC 3 AII I p�l - F I ---. - I INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL INTO EXISTING WOOD STRUCTURES . - - � -1 .I . I,-- 1� SCREWS 0 IT 01 .1 1 7 T - - - - 1� 1 !/2' AII, FORFACED PERETTATION I .- O� 2*.., P000 I �- .� , . , . i.'. 't. St�-, . " 11 ,,, - TO EA S,'. WOOD WEACIF , READER -IFOI ILCKNIS 0 6' .0 .1 ��-i I :1.*..-< . I'Ll. OA 11 EDGE 0 T-II TINVRAI- I � ,,,2' .., !--I-, 11",u"'. , I,, . I 11 f1r .1� ,lik" � - " ,`,,,ONC Poor, " fR -;il, C 1'.." S.., I - ;7-� I I ! i� ) 9 TO CYr o, G) f �� "' " , us � * I - ;X:11111 11 � 6 I; oij I -.011 ", ll'.., I - I ! I I V, I N" / - F� . .0 i � - 5 -�, I- r--- -I- . It 1� - I , /� -I ' I .�I"I I LAG SC.En 9 5* U � ." 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IFTEADIU) tlfNPIFTAIC� OI, ,,�j, /2 NO IOPE"O I-EAE-ION 0000,O11% -C�IIFI I WALL MOUNTING P-A' � UN ELGI ALTERNATIVE 2N . . ,Fxc ,,, P,Q',PVU . ,NvP`Or`,, Do, ,,-OTT - F., � ", WOOLI -1 OR � LX' �XALE '/I-.'- FI11E "ECLOPIT, "7 INSTALLATION ALTERNATIVE I N I -L I I i BUIL5��TING SCALE '/--- I - I , ." FLOOR TO CEIUNG MOUNTING 11DILIL - - 111�T`01-$ ARE I K, 10II iI11IIUV'1IC,S .. CES.1�1 � SACS �� ..-IIN ..... INSTALLATION SCO,. E - , ". I, I- �C �II 0 - 75 ! F.1 1 OANIL $ U-111 UP - V,, L-, ! , I � ..... I. ,� ,�_ AALTERNATIVE VW 4 ,� - � �� OLUENIts TO B! 30,V11A, "I 1/1'.1, j FUI N�* AI FROMf CCRI.rTICN .�,L�.�!�I/IIi"111 tiz�f. - "": P.k IC!1-C 'XII.StITY. f 2, A/ CIF - 5" OFF rQUA . ,W..'\�CENS - i .- , .. i., .!, 7 FLORIDA BUILDING CODE (High Velocity H., Icnn. Zone) �� ,- --- Nm I - = : TIU, " luf '. -- t.020 T'I OoT 11 - 20 GAGE GALVANIZED STEEL STORM PANEL IN = * � vr 5�1 . I— ,F, ,,t ,�r mr, RA4 (D ,; ITO, �� 10 �* B VRAP, . `�� I .E�L � FONCI��7-01. - - � �- �� - - = I t K, Tu6�1� - I 1� OF, ;- , .�TZIA� -COU"O"T, � -1 . - I "' L; A, , , - i� I... r OF 1 .42�4*- -- --- - - � "I ' GLO 'I/-- A . 111C� 01, 4.,7 Jz, - 11LIECO.mic 8AL PROTECTION PRODUCTS, LLC. ALTERNA11VE TOP F . - � -W.am HEADER WOOD .. �, 5. 51 PITTLIT . . (. , ],,A.� �v "I *` "44/1 . � "I., I'll . DO, .0-1� - .1 v 4 MY ,,,,,16�j - A. I II.RjoRK-.1.1 20- 176 � t';N ," / , "`,=-,..N�!- -I-"`-`1`.`"" - I " - - 5.1i - .51-1- SCALE ,/A' . I' 11"m lw.;,�, =.. OM'. I - , - - I ;-.z-,Or,, I 14or s.,mR �s Yor ,� top IOA.Tp , TOLF 1, �t - - "'. UF jl[,� I F I 1 1 I - =Ij - , I I 6XIMUM A.S.D. DESIGN PRESSURE - ) CORRE=NOING bI.1/4, 3/4. 4/5, 5/5 & 5/5 -* 2/4 I /W/6."/2;/ ium sw= PANEL M LENGTH PILOT sommuLr, ONLY Fog BEGuLAR STORM I 6. 3W/7 & 4W/7 S INSTA IRED CONCRETE, CONCRETE BLOCK & WOOD (t) _3' MI ANCHORS (SEE SCUEDULE ON 3: MAX - I , ON SNUrTs 2, I 0 &I 1) __, _ ,- ------_ _:J� !I SINGLE FAHELSQ) LNUMEMM 1"LL- - ALIALM I 0 a _I___ a I END -WITH TRACKS ,I-, j - Q & U QR . r _____ I - WiTH Tgmzs 1% OR j * EACh-END* D.M..O-(�)-(j):��i .- I , - - - � -- - -- -- - U I - -f- - .- - , t_ _, 7- 7- - � I 7f I I . I � I . I - , -----r- - , , . I I , , I 1 MAXIMUM P NEL LENGTH A. L+" OR L-" (ft.) 0 MAXANJU ASO CONCRETE & DESIGN PRESSURE RATING INSTALLATIONS t (P ill I- P, -) ------I--- -- L+ L, - 20.0 11`0 , P21-0, _ ___ i5-,---- , ------ - pz.-Io� - Fr-s- � . - IF _8 7 32 - a - - . -- . 10-9 � - 530 - - -- ul� to- i�---o �- - --- . ----,-,- 40.0 - - 1 OP-� .- - 97-e- � - -5.0 .. IF-V - -- 8*-R' - Soo ,.-,. - #.-,. � .... .. - - 5A 0 8'-7' 0-0* - 600 - - - a, j . r-7* 650 8'-o' - r-., - 71110 r-s' - - 1--o- - - -- 750 --- -;� r- - -.- a ,-To - . .--- -- 80.0 - -- 1*-2' - - - 6'-?' . - -- &60 - 7'-O' - __BL-5* - - - . � 90.0- I- 6'-Sl 6'-2' - -, 93.0 - __ 6,-g, --- __ - 6--o' - -- - - -- - -- - '000 . 6'-5 . 5 - IT^ - - -- -- IOI - - - 6, 3* I - -- - - 5' - 9, - --- -- - GO 11 -- - 57 . . - - � - - .- - � ---- I - - , -] MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 ' MAXIMUM AI 0 CONCRETE & WOM DESIGN PRESSURE RATING, .61ALIATIONS t (p.') (, F, _) _ _ ___ _ L+ L- 20.0 14'-' Ij'-01 - _ _ _P5 ii- _ - Ii TO- ---w--a, - - Ir'-7- ---1W----7-'- - --- Ja-D -- --m`oi ,0.--,-O-*- -0 * --d, - - 0,-g, - -#'---2' - AO-0-- ---- 450 P*- " I- -- 8-7, - IF" #*-7' - 6*-2' - 56L 0 __ a -J' - 7'-#' 50.0 8'-o' - - 7'-s' 11 11;0 - ?:-ff- - 7'-2- - .- - 70.0 . - 7'-51 - - -- - ��2 * - 61-11, -- - - - ---- ----- 750 - -W.-O -- - - 7--o- � -!:-e d--s , - 85.0 � 71o: - 15�37 - -- - M-0 $'-P' -- $'-I' - r- r -- 950 -- - 5'- TO' - -,. - --- - Y0070 6'-J* r - - - -- --- 105�0 _ _ --- -- d'-J* _ - -- - S'- 4' -- - ---- 1100 _ - 5. - - -- , 15, , -- -- - . i4-w I - I- It?6 -- --r - -r-f'-i�- j MAXIMUM PANEL LENGTH MINIMUM SEPARATION TO GLASS SCMECUFtj _ __ _ WIND SPEED , 170 , ,, 1 WIND SPEED , 170 - P�II � D,) UNRIESTRAINIED - -- j -RESTRAFKV UN - � N`I !2:;t ED 1 !�� 30 OR LESS I- I I, 6 JA' --- ,33 TO 90 ------T�� . - -- I I * I - ------ r , q?, I ,/2- ; _- 190 To1Aib- I. .- -- 7 1/2' 7 112 . . ,1-5 ro I __ ____�_I' 1. _ I 1. - - -- I - t-7 lj2� 11,111MI1611111ol PANEL IFNGTH Anil FOR A GIVEN UOUNTING CONDITION k-b) - q J-5 a, U I , I , I I � � � I , ! 1 I i I , I ; L I I . I 1 � � I � I I � � I I I I � I I . � ; � I ! : i I � . � 1 I I � 1 I � 1 j � , � I . I 1 , I I ! I i I � I � I 1 1 i � � 1 - I I � iI I � , � 1 , : - � 11 I i -1 I . . : -1 -1 -� - I . - . . 7 , ; . 1 ' ' �- I I 1; � � ril � � � � I I . ' I . - ,�A�j, '� 1, . � , � t I ; I , I � - L : I ! ; I I -I -I : i � ! i ; I . 1 : 7 I . � I . I . I I . I 1 1 --�-� . . I I I : ! I I . I I I I � , i - 1 11 A , I � I I . I I s I . V � - i i I � i i � I I , I � 1, 1 � I I q I � I i I I � . I �,- I,, - 1 1 - � - 1 - 1 I - I -- !- 1 - - - 't I I �, I . I I : I I : UNI ILIS � , I I � I j BOLTED PANELS W/ ,V44-20W ; I I � . I (SEE SECTIONS AS I I I ! !SS M,S BOLT W/ 0 0 EAL 04RLAP I � � , APPLICABLE) � I � : � I r . I (SEE SECTICNS AS APPLWABLE) ! I I - , I I � � . I I I I I I � - . I I . I . I � : � I , I � i . . � � I I . I I I ; � , I : i I 1 � � ! 1 , ! I � � � . I I . . I I I I I I I I . ! . : � : : � 1 ; I : � I I : I , i � � � I I � I F I i , I . � i I i � I i I ! I j I I . ! ! I � I i : : I � I � I � i : D. M.. (�) - (�) - � I : . : ! : I . I . , - J I I - - - I - - -�' 1� i i � - - � - � � Iti - r, , - - 0: ;4�. � 0 � i -"ftZ ' 0 � � 1 a I, � Aill I ,* I I I @.rg- -.1' _I`R -1 - - - 3- WAX I' MIN + 2/4 114, 3/4, 4/5, 5/5 & 6/5 '" MIN L*11W/6, 2WI 3W/7 & 4W/7 - - ANCHORS (SET SCHEDULE ON SHEETS 9. 10 J111) - -f L, ) ELEVATION 2-687* 14 I S. ,/4' WOO GAP - Irl (WIN, OA3W -t WHOLE VALLEY) � ------F-- DIRECT r MOUNT . ! i ,,,* R 1 U MEADE HEADER . ! ,.s-x I 5. : 5"Uo . . I ANGLE 1 ".".` �. 'F' TRACK ! NOS � CP/S" . ! LOSURES I a U, Lo - Our - I " I � ./SIDE Los.m - I . DIRECT MOL"IT 46' 1 -1,2' , 32' I m, 4 . 55 7 SC . i I so- - 4 ----- 1 5"XI 5, STUD ANGLE ------ -- --- . I - - I -- __ 3�_ - ------ _ IV_ 32, _j - . ; 42 --- -t------1--- i 3411- � . - - I 34' 3 �) 1 -r TRACK - r -I - - - 1 NI OCR ARGUE ./ SEE CLOSILAIN ------- . 1 32- � '. 4�: I : 67' . , w ,�� __L___ _ - -- - ---- -1 --- --I-- , . I 2' 1 32- � Ss. 1 60- 50 , 3 +-�- ----r-- - -! ---- 1 SJ 1 m- - -:;-] C9 i BUILD-Oit - I- I W, SIDE CLOSURES . I 32' 1 " - -- . -. I I 60- 1 56- 1 -- N%v ' !N"`�:�:J`�-- -::74--:���- 1/4'tZ- , - wm� GAP 4 � , 1 ,; SLCTION A -A 4 ", " ' N T5, , ��11 NoTm. (1) L+ MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN PFOSTlFA ASo, DESIGN LOAD L-- MAX ALLOWABLE PANEL LENGTH FOR A GKIN NEGAINE A&D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LINICITH, GIVEN A POSTITIE A.S.D. DESIGN LOAD. DETERMWE MAXIMUM PAND. LENGTH 'L-' FROM SCHEDULE. COEN A NEGATIVE A&D DESIGN LOAD . DETERMINE MAXIMUM PANEL ULAIGN 'L-' FROM SCHEME FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL 10 THE M�U DETTERSIPAILD PANEL LENGTH BETWEEN 'I., AND *L-1. C.3) SEE SGFdI MID* FOR FAW PANEL LENGTH FOR PORI QUALIFICATION . OoSTALUKTIONS INTO WOOD WE LAKrED To , 95 PAT MAX A.Sa DESIGN " S;Fo:: -1: ":Et�..Io . 11 . MAX AS I .. U. . MAX PANEL LENGTHS To" I , SPACER CA IS USED ..,- -. .. iI,T'Cry FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . & *421 *:: IF : O. 44167 ". S = cl"Fooll T`L`VCO. � 24 GAGE GALVANIZED STEEL STORM PANEL I "' DARRON w . 'W'. ` * -- .* I " �TATE OF � - -- ,qz-- - �- --- - �, f:, , . I , , IIIIIIINIECO... '� - GLOBAL PROTECTION PRODUCTS. U.C. "/21/� '" CA, , � `�-, ` - IORIDI, " ".. . - , ., 44;�xl -.-�� -L,, .. I ;�Y`L � S.. 51 stler Twomm. IL 3m'. �Z-m rian" a tiolmotrimmi ,owim, - -,- - A!.A,roA L210-175 ,p " , ,,,,,1/6it:,42X ,* ,� I ,.:, --," 11 POOR, (�)Gsi--, C-)M-- . CAMPONG ON 1 I ]E?Ep:2`I.1- � - - -- - - - ",',I .!:= co-DOO."g WALFOR � `LUI , � 't . R049A LIF FT " '47 "It - ww"ISKINIOLOw/rum mlow 4 I --- . , N, . -------- -------i GENERAL NOTES (1) IQ LX15U1;G_vlr&Q--MIN1 �PUZUFK QmV11-1A=--M1N- I I 1 STORM PARELL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P ED ) HAS BEEN VERIFIED FOR rOMPUAAPCE IN ACCORDAINCE - !/&-# TAPCGN ANCHORS, AS WAMUFACIURFD BTF -I* BUILDEA, IYC I WIN THE 2020 (7th EDITION) Or THE rLORIOA BUILDING CODE THIS STORM PAMEL SHALL NOT 3( INSTALI.ED 'IT HIGH - If � A- 1,1 PANTIALATE FEMALE io AND PANILMATE PLUS ANCHORS. AS mANTJFAC--URED By ELCO CONSTRUCTION PROCUCts , VFUDCIT HURRICANE 2UNE5- (MLAMI-DAM I BROWARD COUT(TIES) - 1/4'. LAL SCR W�- 9 L. , N , , E!LISH,NG. I BE DETERMINED AS PER SE(��ON 1609 Or THE ABOVE MENTIONED CODE POP A BASIC ONO _ 7,1,.. DESIGN WIND LOADS SMALL , . 5/b, WOOD AS D;S,IRI9,J'IED By ALL �OINT �t RFW SOL-, & 'Pi CLALTY �O , REQUIRED BY IRE JURISDICTPI WHERE STORM PI WILI BE 4SIA1.LFJF, AND FOR A bIRECIIQkkjTY FACTOR SPEELI A: I WD_5 85, USING ASCJ I- 16 AND SHAI NO E�CLEEI IRE MOU(IMUM (AS 0) DESIGN PRESSURE RATINGS INMATES ON SMEE'S C 1) MINIMUM THREADED PENVTRA ' ON NFY, WCT� �V TATICON MCAVOPS SHA;-1 BE 1 1/7' AND 2' Ff>p FLC.0 PAtIELMA,1E PLUS " 3. 9 THRU 12 & 17' 'a AND PANELMkE FEMALE IC IN ORDER TO 14ITTRY THE ABOVE CONDITION. ULPTIMUE DESJCN WIND UOAOS� CEtTRIANED PER ASCE 7-16 SMALL BF LIPS' � PEOLICED TO A 5 D OESIGN PRESSURE RAVING BY FAVORLYNG THEM & 0 6 IN ORDER TO COMPARE THESE FFI/ MoUr OF S D ) ' 2� MINIMUM tHREAKID PENETRATION OF LAC SCREW. INTO THE WOOD FRAJAE UNIT SIALL BE 1 1/2' NO TRREKEn DEStCF1 PRESSURE RATNCS INDCATED ON SHI 3, 9 14RU 12 & 17. 18 PUNIFIRATkIN INTO ZTUCCC StOILL BE CONSIDERED AS PART OF NE RECIUMED THREADED PENORA40N IN ORDER TO VERIT'Y THAT ANCHORS ON THIS PEI) A' TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN &IOWAlIkiL STRESS FOR ONO LOADS WAS NO USED IN THEIR ANAI FASTENII SPACING TV) WOOD HAS BEEN DETERMINED IN " 3) MINIMUM EDGE pslwa OF LAC SCRE.S, INTO WDOO SHALF BE AS INDICATED IN PHIS DRAWING ACCORDANCE WITH AD S� 201 b STORM PANECS ADEQUACY FOR .PACT AND ONO RESISIMCE HAS SEE), VERVrTED -N ACCORDANCE "TH SECTION IW9 I 7 01 C 4) Fit tMUM PENETRATION OF IFOOD BUSHING S-AL'L BE S/e* Ij,F' 0-20 SCREWS USCC 5RA411 BE I 1/ LCPC MINIMUM THE AII MENTIONED CODE 15 PER AMMCAM TEST LAB 01 SOUTH FLORIDA REKIRTS JOB, 4 D! -(,, ANCI #02,9 02-09, AS SILIOUID �TJCCO EX�T, FM� 1' MINIMUM FOR WALLS .IN For) STUCCO PER S'STD 12-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTHI FLO0104, REPORT #"2300 A, PER , AND TA205 PROTOCOLS. AND AS PER CAICIJtA-ONS PER,-ORMED IN 4CCORCMAII7,17 */ SECTION 1604 OF THE �: 5i IN CASf -HAT PRECAST STONE, OR PIRECAST CONCRETE PANELS, STUCCO 09 IROOO BOARDS I< I`TFOYO Ch IIIE EnSlING ;AS-20 A�� S� RE UON� ENOUGR TO REACH THE MAN STRUCTURE EIE4040 SUCI PANELS 0-10. M1.10ING CODE ANCHOANCOORS, WE SMAL, Of AS MII 11 C 1). � 2) & "..) 2 k� ALUMINUM EXTRUSIONS TO HE 6063-16 ALLOY AW' TEMPER ILITTLESS O7HfO*SF NotiI SHEET 2 I -SEE , D; ANCHORS SRAL, SE I �UUOONG ALt OF IRE RECOMMENDATIONS ANFIC SPECIFIcAYION5 CA THE XNC,-OR'� MANLFACURER 3 AIL ALUMINUM SHEET METAL VSFr, AT C�09JRFS SHA,L HAVE 3105-1111 ALLOY a PANELS MAY ALSO BE !NT'ALLED OOPQON`FALi:( F1`A-OI INSTALLATION W-ATES S,,CNON (IN SEFT�1% I TWROk 6 (SjHF5IS 4 I i ALL STEEL SMIFE! AI PANELS VWI HAVE STRLCTURAJ QUALMT STEEL. A5*FF A-6-3 CRACK 6C JOINIM-011 G-fic GA,VANIZEC- -HPOUGN 5; EXCEF" THAT IC"RSQ &<D SHALL NOT BE USED SIETI J[�GNAIION III 922 O.- (AFFFR RQLLM) 9 r SMALL SIT f"F RESPONSIBI OF 'HE CONTRACTOR ', VERWY THE SOUNDIIII Or PkE "UCP,FK WRERE S-FLMER IS TO BE 1 5 M,- SCRCW� TO 13F S7ALNUSS STFTi, 30, OR 3t6 AtSi SERIES OR CGIVROSFON RCS.STAtr. COI CARBON STEEL AS PER VIN A"ACHED TO INSURE PROPER ANCHORAGE THIS SIfUTTEP SHALL ONLY BE ArPACIII To CONCRETE BLOCK OR WOOD FRANC BUILDINGS . 1 SOL�e W1 50 IS, VVE11A STREMI AND 00 AsI TENSILE STRM-rH ANV. SHALL COMPLY A/ rI.ORIDA OUROING LUCIE VC4ON 211 2IJ4 IO EACTI REGULAR, STORM PANEL W-It LEI OVER W AS PER SECTIONS 1, 2. 4. 5, 6 AND AILTERNATIVES 10, 3W & 4W 014 i S EE S A. S. � & 7 PESPECTNrLY. SHALL HAVE A LEGIBLE AND READILY VtSABIX MARKING INSTRUCTING OWNER OF TENI TC, E BI T� BE ASTM a- 30' , GALvANFZED StEIL OR ALS- '01 SERIES S-AINI 511FL, WITH 36 ks, MINIMUM YELD STRENCTH SECUT E 0 RE PANELS WTO APPLJCABLE REIkFORC WENT UICING PERIODS OF HURRICANE WARNING I 7 ANCHORS 10 WALL SMAJI BE AS Fai(I I - ��E IH�IAIIA7FICN COlNrR9:7DR ,S rO SEAL/C,FIUL,, ALI SHU11jR COMIF�WFNI EUG" �CH REWA.% IN �UALTINVA,S ,CINIACT WIAI� I THE eLPILDNG TO PREVINI MINUIRA01 INTRU5VON (4) Tr.- WIEnG, -DURED-9VI - 1/4'0 TAPCON ANCHORS AS MANUF.k�I,REV BY I I W 81,1� IDEA. INC (MI I'- 3192 P I, � 12 STURM PANEL ITSTALLATTON SMALL �OMPLY V414 SPECS %VWAIF0 IN '-IS LARAWAG I` IS ANY OUILO-C AND 2UNT41 REGULATION', - pq THE ,AJRtSDCTION WHERE PERM17 15 APIT- ED I(! AU"-`" "I"Ho"'. BY DEWA` I INC QVIVED BY - N"Ur1T`1F4TB`V1TIE`1ERY _ :/4 /4:.#.'1,"/.!'�EUO-SFT �40RS.`A'S All POINT SCFVFW BOLT & SPECALD CO (MI,, P1.3UGO P...,) !� (a) TIFFS PRODUCT EVALUAr.04, DOCUMENT JFCDj FREPARM BY THIS II I aNEW AND DOES NC7 1".�'[]F - �QRMIU`104 P '5 -.RE . 414-10 RANELMATT FEMAIC 0 IF FANELMATE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSIRUCTION PRODUCTS 'OR A Irl S-ECIPVC PROJECT. -I IORERE rRE SITE CONDDIONS DEVATE FROM RE.') � _ 1/4"0 ZAMAC FlAtIll ANCtIURS. AS MANUFACTURED BY DVWALJ NC �b; CONTRACTOR ILI W RESPONSTRE FCR THE SELECUON PURLT�ALSIE "O INS-37ALLAUION PICUL'DoUG LIFE SArE-rY CF THIS PRODUI BAS1� 'IN 5 P ED PRIYODED HE/"f DOES NI DEWTE FROM TR( CONDI-11ONS DIETAtIED ON t�!S w-UMENT A 1) MINIMUM EMBEDMENT OF DkPI ANCHOR' INTO POURED CCIKRM SMALL Of 1 314-. 2" Top CI PmLLWF'L ANC CON,RLICTiO4 SAFElt At SITE IS THE CWRACTOR'S RESPONSSILirl 1 3/4' FOR ZAIANC NALJN ANCHORS (c) ITT:$ PRODUCT EVA,,LATION COCUMI. Mu BE CCN54KILED �ALID IF WI A 21 CALX-IN & SOUD-SEI ANCHORS SHAIL FIF EMBECK,C-1 ,/ . a . INTO THE POURED CONCRETE too EMBEDMENT INTO STUCCO SHItj BE PERMITTIL. IJ4* 111-20 SCRF.W-S USED SMALL RE I 1/�- LONG MINIMUM $WOULD STUCCo EXIST fdV S,Ftf SPECIFIC FI SKILL Bt PREPARED BY A FIDI RIE,�TSTEkEU �NGIHEFR OR AR""PI WHILI, OU BT!COVE 11,r AND I* MINIMUM FOR WALLS OTR NO 5PJCCO. AND MAY BE HI SCREWS OR ALL n4READED SCRE" W/0 HEAL;, ENGINEER OF RECORD (EUR) FOR FIRE PROJECT AND WHO WILI, BE RESPONSIBLE FOR THE BUT WIT), WIFIC NUTS FIROPER USE or rmF RE D Fhr�EFR OF RECORD. ACTING AS A DELiGATED rNGINFER TO THE P E 0 ENGINtER %HAI; SUBMIT TO -HIS LArIER THE SITE SPECIFIC DRAWI FOR REVIEW A 3) TH LASE IRAIT ORECAST STONE. PRECAST IXNCPM PANELS. PAVERS. STUCCO OR VOI BOARDS WE F0,1ND (A TRE II WALL 09 FLOI ANKI 5", BE ONG FWA4OVI III REACH T�A[ MAN STRUCTURE_ FJE,TiNO SUCR PANELS ,', � THIS P E L' SHALL &-Al' THE DATE FIFE 014KJN� SEAL ANLI SIGNI OF THE FIRUVE55LONAL ANCHORAGE SROL For A% WENTIUNIEV 'ft A!) ME IN A,') ENGINEER OF RECORD T�T PREPARED IT �B) -12-14ESTINQ r-QNCRETL;LwXK VII ASTMI 14 SHUTT.rft MONUVAC"JICERS LABEL SHALL BE LOCATE, (IN A READILY VISIBLE ,ow,"', AT STORM TAIPCON AMOMOFS AS MANOFACTURTO BY � 1 W RVII INC PANEL SHI.TITR A ACCORDANCE WITH SII 1709 9 2 Of FLORIDA BUILDING DDE ONE LAB L �/4: : " SHOAL BE PL�CED FOR E`&R) OPENING L-EIELIFICI I') ',OMPLI WIT-' 1EI, rJON 17CM' 9 3 OF IMF - 4 - 7IB' CALK -IN ANCHORS, AS MANUFACIUREC BY DEWALL INC rUORFOA 6ULDINr CODE - 'I - - SOLID # X 3/4 -50 ANCRORS AS NSTRtBUTEb 91 ALL POINT SCREW. 904 ' 7 4 SPECJAL� CID - - 10 RANEILMATE FEMALE TO AND PANEUMAI r`V.U5 ANCHORS AS MANUrACTURIED By ELCO CON-FIUQDON P .. -- I IIIINN, CFI: T - 1/4- a ,AMAC IWJN ANCHIC14S. AS MAPPJIFAC7�RLC Err DEWALT. ,� ,,� .... . ,��tjk I% :..... . R i ) 4,.M,;M I'MIFEUMI OF TAPCON ANCHORS. ELCO VANELMATES AND ZAMAC NI A.CNOR. INTO I E OW E . ,. IV U . V\c . FLORIDA BUILDING CODE (Non High Velocity H�u ic.P. Zone), BUMK Nit S#0.L-- BE 1 1/4� . � 4� : -1 I .- O,v - 92) CAL Ili & SOLID %7 ANCHORS SHAtt St FWBEDOFD '/B' INTO TIC CONCRETE 910C. vNII NO '� WENT %IM44 67 . 24 GAGE GALVANIZED STEEL STORM PANEL - .I � - S`TU�M' SHALL BE PERMITIED 1/4' P-20 SCREWS USED SHAL- BE , '/,'* LONG MINIMUM S�OQLD , .to FXisT VIT e ,k* = I - I -fr�-- - , ' " . AND " wNimum TOR WALLS Wm� .0 STUCCO I , - ! " """ STATE 11LIECOm. GLOBAL PROTECTION PRODUCTS. LLC. 1.1.. - , .," , F I '. -A , I - . ., -'I , I 1ILU` - k f� COMPANY - I. 11 SYROo E , . . Z.�-, - " U�� IN CAFE 'HAT PRECAST STONE. OR PRECIS' CONCRETE PANELS, STLCCC OR *000 BOARDS BE 10U ORI 't 11m. '�o �. .-. .� . . . . . . . . . - / Wit -1 PO . - - -- . III .... I - rxl�rNC WALL ANCHORS SMALL BE LONG FNGUGH TO REACH 7MI, FROM STRUICIURVE BEHIND �I, FA S., -- - .,�" - .-) . 20-775 _ `1 �'d � :�= - .;�11 I—, , 7 � Aloor�01FLA4E S',HOILL BE AS MENIFIONED IN 8 AND 'N 02� � x . -.1 - - 1 NI, z/ I ""III,, %IV' .t. -/�,.K�wE - � .., n -, , Do, TO ,Tm-,I,T,d �w i 1 ----- - I I I INSTALLATION DETAILS FOR REGULAR PANELJ i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE35 POURED CONCRETE EXISMING POURED CONCRETE _QIST'NG OR CONCRETE BLOCK OR CONCRETE BLOCK I FF S" A; '. ./� i , REOURED CONCInj:��Rb . j. CONCRETE ANCHORS 1, 1. I �, (SEE ON ' .. SHEETS 2 THROUGH I O, .. ;.! , (:2) (SEE SCHEDULE ON . I U SHEETS 2 THROUGH 10) '% , - , 11 2) "_ EXISTING POURED CONCRETE OR I 11 . . " . I - - I - - I CONCRETE BLOCK 4) 11.1--,* 11 . . ,/2' I - I ,i/4 I I It. - - .- 1/4 REQUIRED I VAC. 6 q.. CC 1 I I I � - - MAX � f I I .� ll . MAX i fi CONCRETE ANCHORS i- .. . . I I I I I I �i ill 's'-Em'9"= E-C I I I To .1 . i I .) �. I I I I . , L � '�, � �� . , , � - � � , , I � " � - I , .. 11 �� .. I �� . LE�/ I I I I I '. ,�, - : Eat : d-- : I , j- I II E�. I I ��� .1 , 'P!-, 4:-- "Ift-ol ! I, I') I I I . I - 0�% -�� . : 11- "IT, I I r I , I �A - I I, r X I ` I -. .-IK , I - I LO : t I '. It 1 1 il"X.I.-O L , 11 1 ,';� ,-,,-.,g I AT . i I I I I SCIPARATIORI . FT TO GLASS, -1 I (WIT, - FOU F Y-C SEPARATION I( TO GLASS, �� � ON FOR - `0 "' I I I 0 �SEJ SCHEDULE - ii, I I UVII � %, FIG. -��, ON SHEET 3) I I I ; : SET SC-ITDUV1 ON SHEET 3) I �, I 4 I i I I � PANEL tENGTH I I : I (SEE SCHEI Lf R " I I %" Lt.. I'm SEPWAT ,,, VAI 'I ; I I I' : I ON SHEET 3) CONCRETE ANCHORS ! I I / I . : I I i D GVASs,ON PAN LENGTH , ARE LENGTH , (SEE SCHEDULE -I (SEE SCHEDULE r : (SEEFSCHEDULE I (SEE SCHEDULE 014 � 1, IT . I I ON ON SHEET 3) 04 SHEET 3) I I � SHEETS 9 THROUGH I III ",-,I 11 ." : 1 I I I , � Sol t I " , ., I OF 'L' I I G : , i DUV14G I : I -1 I 1� i I I No I 11; 1, - �tl I I' 502 CLASS I I I - E 0 4 ! I I . . : ,I OF 'L' ! Ij ,, !, I I I I , I I '. I � I .g I O,, � , I , . ;�.- , Jikf : , I . I 1 MAX I I I Ii I T , ! , [ � ED I I , t=1111 I � � I I � I . - - � � II : 11 ' E.D. i I I . I Itr I I . : � 1A - 11 45A I I I . ; I . , 7 -, W.I. - PAPER M Ex,S-nNG POURED I , CONCRETIF OR CONCRETE BLOCK .1 I 1-4#T- N.17 � f* 12 1/2' 0 - , I ,= V. i I A -, CONCRETE ANCHORS I r� � ( S APPUCABLE) I - OU'LOU, m - OR I , , I REQUIRED. - -7KI- I 6 (SEE SC-EDUUE ON ---LA I .:�.-- 0)- -u -- 4 4- ,/,--- ,- ss .5 FF/ FAR t U 0 FF I/,- cc I " �� ��,L- �� I f I � --L -i t I I SHEM 9 THROUGH 10) 4,. - MOI - I I ALTERNATE f y I I y -7. *I (I 014LY SOLID j� ': 11 LEG LOCATION 4 "I - : " f I i � SET & CAk=ANCMOR S ARE USED A W/ I& WHEN EXVSTING POURED COVAC.REIL A1.TERkATE CONCRETE Qqs7wr Roum CONCRETE CONCREIT ANCHORS I - PAJIFE TES ANCHORS UP, CONCRETE BI ARE ZED KOURED. ANCHORS OR CONCRJI BLOCK REQUIRED STAGGERED W/ STUD (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH IQ) SHEETS 9 tRROuGH 10) BUILD -OUT gOUNTING SECTION I SCALE 3/5-1. w%w NG SCALE 3/8-1' WALL MOUNj&,0ECT MOUNT SCOLE 3/8-1- 11111117 'I"111111 .. - ...i;ls N . . FLORIDA BUILDING CODE (Non High Velocity TO Cc. a ZO 6) .......V. f;F : * RRXRD RUTECD. PC I To. E.D. - EDGE DISTANCE NQ1i-EQR-CQm5!N6DLN--QEsECnQNa E : Z*� = . �k -$'-. 0. 44167 - 1 III, I III, E2 " lal' ----2-- - - , STATE OF (�- - 24 GAGE GALVANIZED STEEL STORM PANEL - I \ GLOBAL PROT - / 11LIECOm. I \ ECTION PRODUCTS, LLC. CAPORN , ".'� (SEE SCHEDULE ON TOP J, BOTTOM MOUNIINGS CAN BE TO ' 2��,` ` '10140"..`,� r - I FROC, $1.1 51 !V� `IUUT `13 . EM.El. 9 COAROAN OAAW " 'L I"' , SHEETS 9 & 10) COMBINED IN ANY WAY SUIT ANY INSTALLATION , -- -11 5 Vl.,,�, , - - - -- TO - - - - III .1, * RAOX 1XIM., I -.-F., PHDI C-)M. -1 111 " 75] .101 , /�..�..-:C";.Q; .,A. . -- - �20-.l _ _ - I ... ;"NN'%�t;vsC/.- It GO-OCEIT"10 -m I, 'TUff., P, !� 1 9M 6EW - PIONDA III , IMMI, , I I I _ .W_ .F. . - -&-.0 W QD = U) -a C) -00 > 0 a) c- -I.- .*-, = -0 L_ a) a) L- CL 0- C 0 0 L- = .a Cc ..I.O., 0 -0 Im -6- (L U) Q5 *- C CD = -0 CU Q - CU -2 � C/) -0 = 0 C 00 L- L.P. - a) CIO = 0 =_; U- "...... - im . . Cn a) Cn " -0-III" " 0- = F- CU -0 IPO IO.- = CU .&I" (/) ca. < a 4 z z w =I en I " -jF�- r * '� C= ( " . ..= " w _U 1. oLJ �E`�,- C.) %- L :5 C= I r- C= �i -s = w I., C-1� m C14 -m >< = T I.I.- = C2- m C - U , C-4 -= U` C= ED .4 .2 - - CC) Zvc: -!� III w . E = = = -= 5 = -< a. 3: cc CA w -0 -T (j W . w = Cm .1 CIZ .T :P., " & -= = E 10 C3 C2- U - = INSTALLATION DETAILS FOR REGULAR PANEL-l" -- I INSTALLATIQN DETAILS EOR REGULAR PANEL (I I --- I---- --- I INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTUREB I I � I . Mr. --� I INSTALLATION DETAILS FOR REGULAR PANEL 11'., INTO WOO - I �---- --j I -- I SEPARATION : - ,J) - �- . � I ALTERNATE.CONCREIT t- -- W3010 ANCHORS . 11 (S TO GLASS U 1 - Ef SCHEID LE ANCHORS OCATION (SEE SCHEDVLE ON I I t/4-02INT- I � ,,1,;-i;;;a �. I ALTERNATE LEG - - SHEET � ON SHEET 3) OF GA - 11 LOCATION (SEE SCHEDULE ON I . I I ) , 5 HEAD, I'Do's I 4'.S* (M,,,.) EXISTING WOOD - - CONCRETE ANCHORS EXISTING POURED CONCRETE C3, *,we 4 '/4- Oc 11 COW BEAM REOUIRM. STRUCTURAL (SEE SCHEME ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE BUCC� - - --- - 'A . �- Cn In SHEETS 9 T on REQUIRED. 1. I � � ?-c ADEQUACY OF EXISTING WOOD FOR "A" � RROUGH 10) RE CONCRETE BLOCK � � I - I � , BEAM TO BE CERTIPKO 13Y .1 OUIRE N. .NIA LEG CONCRM ANCHORS ' 1�'i, . I -- I I T . I if : '1* M.. - -10 - CC - - i . I - I I ; I I I PANEL LENGTH REGISTERED ENGINEER OR i LOCA71ON HEAD R I tas�ll I (SEE SC-EDULE . EXtSTOOG POURED i � (SEE SCHEDULE ON ;� , RFO E �- I .1 ('��I, WOOD RS -- . I I � ARCHITECT PRIOR TO SHUYTER 60.1, " a) I p . I I � I I i I i I - L i ON SHEET � ! - ;9%1. RE, - MENO a) -0 I CH, -T REOUIRE �� ", " - REDO ED (SEE $ _DULE ON Y, STALLATiON CONCAVE D - 1, D /�/ 0 ' 'r" - It TIE SHEETS '9'ETHROUr 19; i (2_I 1 AEOD ,/4- i . - i `N � . - - I* I, - I a) ,:, �- � '.I , ,H 1 1 I SHEET 1 1) F I 5DR SPACER WR jSEE SCHEDULE ON (SET. : . , i fq -.- �- - -. -1 ' HEr ARSOMER READ 4 1 . MAX, I q1=q0= c-4 = 0 ; - -11 ANC.- ALIE SCHEDULE ON HERS - 11 III, -ED -- ED- " I I FI/-1 I I , ,/..!LP,DC" - - I I -1 ! 11 � I I ., ` � � .1 )2' �111 I ( ,C1 � OF -I- � ii. -, " . - F , � " . -� � - I I � ��:�; ,� / I , . I �� SPACER SHEET I 1) SHEET TV) . , IF ,/,. ss .. W/ - , . 11 . r *1�1 I I I , 11/4* "R � "), ISCRID, OR -� i 1/4' +**� I 11 - I - � �!� - ;; � ,/2- , .. P.C..... "I....".... , - MAX . I I ,/.---" 11 w - ,1 I MAX: I I i . LENGTH ; v MAX t- DO -ttr`j I i PO' - -f CONCRETE ANCHORS ". .I I I I- om,� ,n'o.c 11 I WOODarER I I ED' I I L- I I ,/,- 1 - ,;�;- - I ' - I I 11 I � I 11 i I I I I ; 2. I I I RECUT , I _ 1 2' � -1 - - - MAX WOOD HEADER I - . ; '12 j! - ---I - - -4--j : ; (SEE SCHEDULE ON 0 , Ilr I LD I I I I , W, � � WIT, � , , �, - I -1 SHEM 9 Nqouc� 10) I -0=- .11 I 1/.,o-VTwF* L �,` : � ; I : : 4 IZ �� f:j" [7f I . REQUIRED I �;�m� = I --*- 1 4 *' U) I : : � : . I - h I : i I � -� T ikr -TS � - , . : (�)- : ED .1 I � �vct Roo -I /.!.,. -� , I I, MRO I -- - - -- -- - - : t e - I � ED I - I - I - di�� , WOOD ANCHORS I , , , i - , -I-- -C -4--j 1 . . � �l - I I I I I : ,�' ,,� , , � � � I 4 I I @ " "", LONG At UMINUM S SPACERS 0 11 112' (SEE S<.-EOULE ON j - 1 2- � , �', � PANEL LENGTH I � , " . � ; I * I I I . , ,r ; I : : :" j ". I 1�1 , .oll �� f (SEE SCHEDULE I -1 -, -I i i ! I CC ON SHEET I I) : : � 0. I I - * - ON SHEET 4 : MI, I vHrEI I 1) � I IT E.D I (SEE TABLE 11 - i I I . = m " I.:, I It I : 1, - i-j- I /NO -' BELOW POP EjMITAtK)1N$ TOR �, mir. Glv�. 4 : -� min ,-, , FOR SPACER I " I I 1 SEE : C, ) : � i �v, i I, : �� T'J.) SEPARATION I SEPARATION I 'L" MAX I : I -L- . - I I 2*70NG SLCEVES, EPARATI TO . : I : I w.,��, :, � I I Ji" A SCHEDULE t-- TO GLASS - I I F`Alofft LENGTH 11 PAN LENGTH I i -4 GLASS.(-SFF : - L-t- ]I-,- 4 I ,j )� > I I , L i I SEE SCHEDULE - - I DUKE I - 1 4 AT I . ! ON SHEETS I ( F SCHEDUt I (SEP -SCHEDULE I � : ON SHEET 3) 1 ""IIi 1� " ' I i:, 1� I TO GLOSS, SE I I Cum rom � �FAO I10to TO CLAS i ( ON SHEET 3) 1 , SPACCIR I I ON SHEET 3) : ! : ,I (SEE SCHII I I SCHE L-J' U M,,, SEPARATION TO GLASS I : 0 " ! I ..". is 0 - .,. N" : LGIFIFINT CoRX T`Rr� S ' * I ON StIM7 3) I I t ON SHEET 3) . PLUS SEE SCHEDULE ON SHM I I) .1 I Sa SCHEDULE ON L : 1 4, : I i'l,I. 0 , R To ;w I It L I ! � , I SHEET 3� , I I . i�%�.� `10 &r '- � SCNEDUII ON SHEET 3) : vn��,.,o I ,I, MR. ,,, .- I , , I � L- 4 I I PANEL LENGTH I It - - r-C I I , I I I : � I �* . 11 ! I WFORAPIC. I I I I (Pm I LENGTH (SEE SCH17D UE I I , - I uXcN, act, r-4� I'�* i I . I , ; = .=-4-) PANEL LENCTI, ; � I , w'"'"' I M 71 1 'L, MAX I I . t I . FA, SEE SCHEDULE o- 9 r� r , I IISLAI;�w ` SLPA;�,X. I i I I RAMILINATE "AME, TO 04 -1 -11 I I I I.w FOR ROMEL ON SHEET 3) 11 1 I (SEE SCHEDULE I I G ,11 I - (BRE FOR GLAss---4 ( rosc� , PAN LENGTH -41 - 3I MLI EX,SDqQ-_i I - I : I 1 1 (SEEE1 ; -2 ON SHEEt 3) EXIVIN I , ; � . .X�_n EXISTING I i 2*.-' WOOD t ; I Iec* two, r C" ST,E- : [ " I GLASS 1 1 K SEPARATION . I GLASS IF I I " -� PLATE REQUIRED I � I ON SCHEDULE E TO GLASS. ! I , L I , L ! , - SEE SPACER 6A I I - : L[ SHEET 3) ( _ , DI I ,-- : " . 1, to ON SHLLI �, : ii- 1 I � DIRECT MOUNT : I --v I , - A' t , � , J I I ; I - _ ! DL o I - � I I , � I - I , " , I ; N SEE SCHEDULE : a o5ox ; v k I I I V, I * I : � m. , Cn I ON SHEET 3) I -L. 10 I -, or !L* ' 1 [ " - � I ; I - ALTERNA� I : 'j, ; ; � < I I I 0 I " L'! L I I MAI , � �� - I I MAJ, I 1. I ) 11 I I I �. I � 7 I lu SCALE 3/0.1' 1 : i I .� : f wx 0 1 !L. I t : I ; 1 4 L- I 0 - *L' r--, I -- . MAX 1. '�41'� 1 1 ' so% I I Sa" -- - 1 -12- - OC PANEL LENGTHS At I I OF [ ,��IL -, -#--# A 14 CC I . I _ SPACER : I I ! 11 � ... ... i : , I. 1/7 SEE TABLE #1 ON SHEET 11 FOR MAIL : -- 11� I � --- I : 4 L ',0 I I -A I I C D LZINGTH ., I OF 't- I I I . � VAX XS,O DESIGN LOADS POP THIS INSTALLATION r, ts MAX I . ---- lb I 12 I/v O.0 � ( - I f I , 12' O�C I I 'I,�- - " i : . I . � I; No 11 _ OF 'L ED I 1 ,4 1 I 0 1 1 1 F I - : I 1.5 M&A j -.1-->1I - - , : I I � � I - i,C i ED A I I, .- I I 1� �, 11-=�-=�-- 40, V .1 �-_ - -�- I - - I I � , 4 1 Ef L 1/2- (D = , � 9 __, I I " SOL � 1, I . I -IL i , I �11.1 4 f CONCRETE 44CHORS 11 IT Ile Dt CONCRETE ANCHORS I I I I I I ALLOWED ,I - "f : I F, , E;-- :-72=74 I : I �- ------J 3 4' 1 E 0 ly '12, 0 ,C I � I NO FINISH! I � I ,/.-.-tVN, - � � �-- ---- - , � -- - - L ----- � ----- � - i , 114 � TV r READ - I � , ; a 11.1 OF . I 1 - �j � : (SEE SCHEDULE ON -1 I I ; t , � FOOD - -� -- ( . , - : i i f I 90 , L- -. --�, EXISTING POURED L � v '� (SEE SC�IDULL ON IC44I �j i ... . 1 WOOD ANCHORS * * him I I I 1 '14, C -- I , '01 . . 'j� 2 1/8" LONG MAX . -- - -PRED I C"B"B"' 0 1 E IF *ALL OR "a . EU I 1 : I 'r S--�. 9 TMFtCLFGM S.MS 0 THROUGH 10) NCRJETE , � I ALUMINUM . I STAGG, t, *I STUD - . REOCUTRIED �ONDOION) A L' SPACERS 0 6 1/4- OC V" FOR i I 1 (SEE SCHEDULE ON VUEFT IM "T K 1 1/2' LOW For- - - -L A --- I i I L . 3/4- j � gFSCII�G C'�IIED CONCRM ALL DES LOADS AND PAVIEL I I ---I I -1�� - - ---- --- -- - --- � SHEET I 1) i (i) MI�� 6 UNVIVID To A OWL � &AD11" WITH 157-0 2'X6* WOW ED 2'�;JVOO PLATE i " 'C;E ELL "M . DICK EXISTING POURED CONCRETE LENGTHS PER SHEET 3 I I MAX MEAN ROOF NEW (743 IS A RMMOM "M ANT . DECK REOUIR R I I I *000 ANCHORS I , $(� ;' MAY LUCK ALUMINUM SPACERS 0 1 PLATE REQUIRED - WOOD ANCHORS STU - ; t (SEE SCHEDU ON �,, I : REQUIRED OR CONCR BLOC. 12-.4- WOOD I *wm I E ] - CONCRME ANCHORS &, I ; I WOW ANCHORS � . L I (SEE SCHEDULE 014 - , I REQUIRED 2 1/2- 0 C. (SEE TABU 0 1 ON L. t 2*.4' WOOD i &ADING HFXRHVI OAVAFm, mocoorm com S.W I,). I ISEE SCHE OLE ON I I.. i SNEET I I) m 0- - _ ! SHEET I 1) i SHEETS 9 THROUGH - S.EECS 9 & 10) OO SHE" 3 MAI K FIEDIM To ,/A' i : L (2) Mocietts GERM; FRou co-ONER, sA (PANEL "It numi To OR 10) E D I I STAGGERED W/ O .1 "I strowmaxxi To ous; �Rxcvm. I PLATE REQUIRED I -J, I I (SEE SCHEDULE Dii 1! LOW AS THE � C� ARE . : -- I I PARIL WAVE PLUS) STAFF ME �= MAKRAN AT 6 I/d' D.C. - - ; i I I SMEETI!I : COMPUDD own, i MITI 5 A 1113NOCTON FROM 12 1/2' CUC SPACING ALLOWED ON � - 2' Nit, - - i I I - I 0 0 CEIUNG A&RMMOUNTING BUILDiEMNTING ; (1) AMMUM ASO DESIGN PREMPIE I SHEET 5) i WALL MOUNTING /DIRUIM W/SPACERS (9-) OR i L 1. "ITIONG 4 .m. -45 p I � (J) Flook 24 CAM PANEL. UVRON 5 LW= TO N' AT ANY OPENING a) (THIS 6 A RESTRICTION FROM LAMM AWREL LENGTM AELONED OR it) WNWAAO SIORM �ONEL LONFIN 6 sc.mxUL pw 11) SCALE 3/8.,- SCALE 3/5.,- SCALE 3/8-1- 1 ". WALL I.) LI NTING BUILD -OUT MOUNTING m : � MQM1NAAAVQ,IW MOUNT � 1 1/2- LONG W%= CDWOXW I" UI BE 4 WWAIM om 1 " WALL MOUNTING I (3) POW FARE. RETALIATION 16 ONLY WOW ILL -w�reN OF I 0&, I ALTERNATIVE 3w ALTERNATIVE WIT, AN MOND wom MIMINE � SCALE 3/8-,' i I, 1/2, LONG W.m 9A ITS : SCALE 3/8.�' 1 V40 FOR - - 1. AND 3 As GOWNED - - 0111M.N.11% SCALE 3/0-1- m ALTERNATIVE IW I 1-me THE M. rm M.D.) I " SCALE 3/8-l' I-) �-� WOUD OKI FoR � ou,jw,ST.�� � v THE FLOM" .... . ........ ZDAES 1. 2 * I Plat WOM r '"ANO CODE. I , T11>1, I", ... T '"I , - - -- - ---- - - - ----. N, �' - .. �. A ------ "I L... IJ . LU 111"Kli� jl...!,�;;S,� z �t =3 4p -`,y,EN,ve'--.�?\ ... � , NOTES, z : *. I , .,�` .. I/ , RIDA BUILDING CODE (Non HIgh Velocity Hurricane Zone) I ,. VICE --.. = . NO. 4 m � FLO . . . *. 2: 4� ,*... . . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 62v-lm-p�l D1-Us-1.v,1-,5: Z * - . GG FLORIDA BUILDING CODE (Non High Velocity Hur [caret Zone) I INSTAL LATION ARE ONLY VAUD rCR MAX A SO = : ----V v to. ITT PRESSURE RA71NG AND PANEE LENGTHS . .' . * i .22wo m".. - 1.0 < oF .1 ' STEEL STORM PANEL f -' 140. 44167 '; Z 24 GAGE GALVANIZED STEEL STORM PA14EL , DESIGN (III 24 GAGE GALVANIZED STEEL STORM PANEL z , 24 GAGE GALVANIZED -F ONLY . o.44167 -. 1 cl000) RL'TOR. OR, to Nom QELI;Qj,uiwioN-x C TION ARE - VILIECO, - TOP & 80 OIIA L40UNTINGS CAN BE zgamh5. ; I INSTAL CA VALID FOR \40. ALSO z j� 1. * : - OR� p DESIGN PRESSURE RATING (p,s I) AND PAJNLL LENGTHS 2 Tor : z DOMOR IN ANY WAY TO SUIT ANY , STA OF -;'27 Lf - r - . * � * :- C G: s * . :*= COMBINED AS PER SCHEDULES ON SHEET 3 _ _ TE .. - z - VVI FOR / INSTALLATION 2 FOR NEW WOOD FRALME CONSTRUCTION: WOOD _ CIO IN . . - - . . Z AS PER SCHEDULES ON SHEET 3 (EX EPT , = . . - NOTE EQR-QQMffiN&I&Lff-�LCT1M. z -- . , - 70P & BOTTOM MOUN11NIGS ZAN BE S �0'. STATE Or -- ' - ,:!� / . . �_ I ;-� E.D. - EDGE DISTANCE STATE % �i�-:�--- - -- L , I GLOUL PROT LLC. DAR, COMBINED IN ANY WAY TO SILT' AW ALTERNATE 2W') % -p I. - -2 � may, PRODUCTS. U.C. '", UCTS, ". " -- -$.... . , / ECTION PRODUCTS, '0 I :-� - . \ GLOBAL PROTECTION GAIT MEMBERS 10 BE SOUTHERN PINE 14. 2, W/ SPECIFIC p _4 r / I I LIE C 0 It N c \, GLOBAL PROTECTION PROD DATE I - i III... 11 ,� . OF 0.55 OR EQUAL. . e GI 11LIECO.. III _ - , (SEE SCHEDULE ON TOP & BOTTOM MOUNTfNGS CAN BE - 0,:. - IVUJT TErW I E.001" -- � Abob IL. 5, 3� - N51ALLAIJON -,, � - - "10RIC "U."T "I'll"ONG 6 C. � �-I DENSITY , "" A� , " - FEBTING . � COMPANY � S. 5 I pow , .1" IF .1. DOOL n, IWD. ; '1� DANE. AL =I. ,� Dow- 'L M31. z IN ANY WAY TO SUIT ANY , - .tZ - - -175 WOOD FICOUAIL CONSTRUCTION: WOOD ......... I tv , ISO -4.- - . --� .1. ....... � "p -,= MRA .� .t.m lr,- . .1. 20-175 1 SHEETS 9 & 10) COMBINED e , - -.. ,Zw I., ORIF .1-1.1 ,NIcmE (vw)�,TRII. 'Ax "t"', 20 2 FOR NEW ;�e, * . - ,�. ., Z. )", -175 " , , INSTALLATION. ... � - .."I"' , n.1 ft =ERSOPODBE SOUTHERN PINE No 2. A/ ISPECinc , � ' / WIT t-) - .., PHOKE (.R)--. - (NO 20 1 I ORD A - RM . )M-�. TAX (WRB,WI - -=Tv I Y F*". .AL.1'et';;;-�",� - - -..[ - ]-I-. - 1- �- - - m.i Mi - CANNNRN,` < IploinemiI /SROPIUKID-FE WAOICA A "LL" 'I', F1 �55 OR EOUAL- NAL C.-Ooo."It -.owl I - Rq I I _ - UK , nUIT ,�, .1 -1 I - 11-1. PIT T&A,lictoo.mI wn. . FOUR 1, - I I I I I --- FLORIDA UP IF "I,,, I , I - - - ---- -- - O'EIA ALA �.Flr, I I I I - I 11 - a or 'a I PUP- LN. I MI", I " ; ..an I . ILI __j I I I I I I 0- SHEET NO. SH 1.3 - - - I -- - — - , — I ,— — -L - , - -1 I I -- -- --- - - END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. i �- CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE SAFETY & E-Z HANG STORM PANEL (1, SYSTEMS 1, il I I 11, I � I- ". i � POURED C � 1, 0, CONCRETE I Ls ,(�) .0 -(9 SLOi OR - - t 1 . &01� I � -,_ _j - t� AIL - VAI� LIS ',A' WOOD, FftM � -, - -:F. -, -�L:".-- - 4) & 0 r ,� I AINCLE-le - Ricue"ro . , � , - i ,/2, - 1APCON 0 12 e 04 - , � '! POURED C L CONCRETE POURFD Gomm, ,,, i , I/e. I 1 3/ ' I li - I =-, I moc. 0. 2'.., .00D C%AA1F D, - .K,HoR 0 ,2! Q, 2 ,/2- K� Co,li(IRETE SLOC", , C 1 1 I ,- MIF� - i I 2"e WOW FRAl I- I 'i'm , I orl , -r j4w, / 11 , 4 I - w I - I , 11, 1� I 11�"11/, j . , 1 . -7T� -11 1. I 'IT All /- I" - I I �, . . , 3,e J. I , . - I I --/��, - - , . ,, W, , -.,. ANIGNip f4mlimm t ,OCAHDNT I 0 12* OC i 2* . "6* To - ': : I � VARIES 2- . I 055* cow 1- / , I � -/7--, 1 5 M. 9 IN LIM ANCLE.OR , , N- I ow. I , 3105 15A, SHU7` FFIURE. CONCRETE. CoNCRIT"T I = I-, I :r-L'11-1 I- 1"'. Ai at- PLA�r stock OR 2'.., AOTOC � I's - V A " . . I � . , e I - . /� -- �, "IOU"I 310:H" OR , � I , 1:1 , t- 1, . 2 1/:?- , - . 50151 Is .10' " .., I" - / - l - I TI-t: \ � - , C- ALUM. -cL1 I : , 1 , , I MIT. CAP , - - - - . ,- / I/e ? 80" e . e I 012' IT 12 OC 3105-- OR 9063- .1.1 i */.C.N,l 1-1 4- ANCTU i I I I SCALE 1/.-=i- SCA,,-- 1/4--l- SCALE ,/A--,- SCALE t/4'.11 I I ; ! I � I f I SO.D-Sr 0. CAILI-AN I 01, I OR E100 FANEI-TE - IL. , .. = CONCII L"WING FRA, AT FEMALE 0 00 , 11 I ", I OR � woci, Top. BOT"'O. on FAA13-TE PLUS (SEE , 1 15X 1E1 '11.1 MEOR , 3 (4) 0 44 OR 2%1 IWOOD SIDES OF OPENING SCHEDULE ON SHEETS 9, � - I., " C RLI . _. - VARIES -1 ,�--, 0 " AUGUIPED AS � 10 Ill '') P= I*`e Aci IRNIK 5' - I It & (p OVERLAP IN . OPENING WIDTH) _ POURED Comc,i CONCRETE AftILRID I , 1 1 J,j . I -, , . In . 9 I bLolIK OR 2,Ie TROOD FRAME I - 'A I - RIOU'RED , - -1 . :, I - I -- --,u-,ii:-LL!�-n--I k . ,- / I I I I ,� ; I / 11- (t . (]t OR (N- 1, .-- I" II j I �Ww. A/ NNIIHOSTED ni & 11 / 1 V T1 I ,� . � REIR FLAT FUli PARALLEL 10 . 5' wo,T r I �-- - AAALL INLVEP -VI CING INAID�� IT - 13 O DISTANCE ":- 19 -, 7-- - -,-Iii : -(-,m ) 11 4 1 /I , , , I ,< - / I I I I - -.j --% , - ---..i-"--- I 1, I , - z ... IHHH. .... , , ,/.-. ..r " - I , , , - - Almmuct,wAll el,�P, A. Tiq "!" '1� - / 1� " " , 1/4 AR W'.- , SCALE .I -, -- - .1 .... I I /1� % " A ' `--.� 1�1 "--- z 11, ___rl- - . .. - �" `�\CEN S � "Is VALID FOR DIRECT MOUNT INSTALLAT10N ONLY & , I . , CERFRIED PANEL INSTALLATION AT WI W1 . . . -- 2 : - No. 44167 '. I SURFACE LML VARIATIONS WITHIN 3/4' = . = * ; E - * .: * z T FLORIDA BUILDING CODE (Non High Velocity Hur Icon* Zone) CASE E (PLAN) -, �,� - - �� TATE OF :Q� z o2o?Q III - I.F. 140pol, 1 24 GAGE GALVANIZED STEEL STORM PANEL DRARAII IN SCALE I/e-l' SCALE 1/4-�I- --,,�,�- -:,� I - I S'.-- " I- � "",,', ' %` "" [GLOBAL PROTECTION PRODUCTS, LLC. FI,t�- Z"*-,'A- - � -- / of ., D"ITE - ,a-- 11LIECO, 7 "HI Hij Nli &w. 51 S� H`�-��A-, -- - --- -iwwwr-.' ,.-!. G.:,I-jt.= It- - IT . ......, (.i. ..", W" 20-175 , - ow -- I Aeli 1. (�)M.nl A I plittwi,F . FE V-,�--E/filn 'm . � - - - CLORRIA Li, IT W.7 I , I I I - I 1 41-7u -e- -.1 --,- ------- . MAXIMUM A.S.D. DESIGN PRESSURE TING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING NSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) Mi A-S 1) MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 AT, 7 — Allil MAXIMUM DESIGN ___ FTANEI H PRESSURE RATI C TAPCON SCREW PANELMATE PANEILMATE I WOOD BUSHING gm, ANY LENCT .L. (P.- I ) LAG FEMALE to PLUS EINIATION OF THEM (11 I - 13- 1-3--,-- 13' _ - - --13- ---ITA - �Toi � --- _ 13' _ _ _ - . 13' . __ _ '. 1 . _ _13' IS . 13 - I* (BOTTOM) - �- _ __ i-1/2- _ _ _ -- a ,/j� i -- - --- -�j? - G -- -- - 1/2 - --- 6 V2� - iN fTOP) --- (sort 1) -- ----- - - --- I- - - ;- --- I/. - -- - -- - ,/2' ----- - 6 I /1. 5' -0 . � r - a' 8. -i2 a. - --' I - SIT (TOP) OR LESS - 6. - a' 0, - a. - Jw ilial-rom) � -- - IS, 13. . 13* - -- 13 . - - -1 I. - I IF (lop) - .45. 45 13- - 13- 13- I 13- 13- le (BOTTOW)l . OR LESS 13 . �j 'y - 1-3- -- -- -----13'__ _ _ a I/ 1 7 . - -- - . ,ill -T!�-. - - - _ 13' _ -- 13" 13' _ _ 13� _ � _ V � --- 'ill 90791111) - 1 6 1/2' _ 6 ',12' _ _ _ _ _ 61i2- __ 6 1/2- 6 ,/2- iw (TOP) -- _ - _ - --- - - - --- 6 I/C - - ,2 Tli;-- - - � ---/�. - ---- ?III ( *� " 5* o" - - . ---- A Ii/ T-- - " - - 5 1�n - 6 1/2 ___ , --- -- - - - - -So" 'momp)- - 7; le-* - -4'112- -- -- A i/2- _ - 7' _ _ __ __ _ -_ - �NMOFTOM) _ __ 1. - --I-6-1/2- ----- - - 9 1/72- - - 12- - __ _ " AIR il�) I - - ,-3. --- - - -Ir -- - - -,3� - _ _ _12'_ IS. _ _ 1 A 112' I&IN (BOTTOM) I I ISEE TABLE #1 FOR MAX. Ill DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER " IS * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 WAIT �SD MAXIMIUM ANCHORS SPACING FOR E,D. - AS SHOWN ON SHE 5 & 7 APPLICABLE MAKINUM DESIGN To TERNATTIOU PANEL. IAPCON LAG SCREW PANELMATE PAILIEUMATIE I WOOD BUSHING tjo� PRESSURE RATING 0014"'t" LENG1, 'L', (P-0 ) FEMALE to PLUS THE - It (it 1 IS. 13' _ I 3: _._ -- I 3' -Ir - - - ,3. - -- - -- Hi, TOP) --- IS' -- - 0' _ _ - 13, . r- mwrrol - -- -- 6 1/2' 6 I � -- � --- -i2 --- -L/v- 6 -swr - -- ---- --- 6 1/2- -- --- 2* POP) - - - ,. --- - � 6 I/e ----- zw mon 1) 5,-o* --.---- 12 112 . -- _ 6 I/.- - 7' 7 Iir 00 8' - - - - 3w (lop) OR LESS - 1 1/2- a. 8' 1. - 3w isormi! I" - 13' - - -1 Y 113; - '3- - Tw (Top) 1 -45. -45 - - 13- - IS* I .I- - . 13* , - - - IS. 4w (BOTTOM) 'o -75. -,, -- - 13- _ --,3. - 1 3, - --.- 3� - - 'L - ---to* - -- Ili ITOD) - HA (BOTTOM) ", - 0 I -r 6 '/A- -- - .-- . 6 ,/2- � -23, - - 6 1/2- -- - -- -- 6 1/2' - - a ,/2- - , 1-/v - iw -(Top)- - - _ __ - - _ _ f 1)4 ------ -- T2 -T-/i* - I -, ie - >5,-D* ii (wn7--T - - -- 1 112' --- - - - � 1, - -- _ _ 7 112- -- - - 7 L/2- - - - . - To I. -,. 3w-- itop) ---.- --- -- - � - '. - . -, -- . 5 I + �2- -- sm- 80 - 3w (BIT no III - -- - --- 1Y - -- - 12' - - - 13, - - - - - 13'- - - - - 1 112' . - , 4w Elop)- I - 1 IS. - 1 13- - - - - - I IS. -- - !3. - - To' - 4* (BOTTOM) I - -PAC - - SEE TABLE 11 FOR VAX. A6S.D. DESIGN LOADS & Mi PANEL LENGTHS WHEN SP ERfV ISI I A USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 _ I UML-ji a . ' A.S.D. DESIGN LOAD MLAxwA PANEL LENGTH 40 PST OR LESS 6'-8' > 40 PST TO 50 PST I 6'-2' FI. --1 TO 60 RISE 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FpAALE ID OR PANEL MATE PLUS ANCHORS & W/ " , . P, : I � 11 . " / 1/2- O.C. I - . * " . . . . . . . . . . , C , , I . . . . , I :' = : = . = 111, .1 * : III �.. m ,�� IF - �:-- -- - . I ATE _�-p 0 Ill. "s- - - .. , .. AID " 'I , / y4-- . III .� .. ,--,,!Ale� , I � m"LlOo. - 24 GAGE GALVANIZED STEEL STORM PANEL " --\ .... DAARRN IN I , ILIEC � , GLOBAL PROTECTION PRODUCTS, LLC. *'�"� I AsT,T ST. $1 �� - Fr., -�- — , .1. wi n, i3i,A 20-175 I AH-HUA - - -.1 - fvS.)--"k I. (�.)M-vv -- - - I - - I - , - - � - T -- - - MAXIMUM A.S.D. DESIGN PRESSURE RATING (pad-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL J') INSTALLABONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAX ASD MAXIMUM ANCHORS SPACW40 FOR WIN E.D. PER SCHEDULE BELOW * APPLICABLE W,,,MU. MAX kSD MAYNAIN ANCHORS SPACING FOR WIN 11.0� PER SCHEDULE BELOW III, AP I TO SECTIONS wwwomul, DESIGN PRESSURE To mcnoi 0 PANEL LENGTH DESIGN PRESSURE I (N` PANEL GIH TAPCON SOLID -SET tE FEMALE To PAR PLUS . ZAMAC-NAIUN _ CALK -IN tAINCON SOUD-W -- - - PANE 'I FEMALE 0 P- 1 PLUS iAAAC-`UNU" CALK -W RATING (P -6 a .=. ,,, THEM 'L* ('I) RATING (P IT I) - COMBINATION or THEM 'L' (ft) - c TO .�, .w .ex. i To co.owmijizi2�-mi 1 - FoRaRtY, BLOCK .9,�Goil ---*': M=K -7 -,. .Di'o lCoNctim ... -m . " ro'c"'T 111M ,z, �.;� ooz ... -� I .m 1GOAN. lj� DI TO i To oammm C= - 13' ! 13' . IS . . , IS . ,31 1 ,3- � 1 IS. 1 13- IS. - . 13' ! 13- I 13' I 13' 3- - IS i 'r 13' , 13" --tr!" - ", , I , - ,3- I w --- -- - !J, � 13 . I i;7� T T3; IS; 3 F- 1. -.,� - --��- 13' - - . - !Y ' 13' -�!-- I (BOTTOM) ----, - - 13' , 13* - _1 -I- IS* - - - L is* ---137-�-!t IS, I IS - - - -- IS* !- 13, - - , --- 13' , . 21 1 I 1/2q I (Efforrow - I - 13' : 13. - - - ' 13* 1 13' - 13, I Ir - - I ____ S, . I i3. � _ � - - _�13' - 113, 13' --- I - - Ir I � 13 - , i -176,T) ,3.7- - , IS; - lz�--L , . - 13�- -- -S;- i - _ Ti� , ii; I. I - -� -1-1, - 13, 1 f3, - _4 13, --- 11 -il?" ) 2--Q�-- - . ,S� I - - IS. - ---- -- -* ' - --- IS. 1 13. -1 -- - ----T ir - � - I , -1 - � - - - 13' i 13, -S.- - - - -i - 13. . 13. - - - - I� � 1 - -- -- 13' - - I - - -- - - �- if' -mot) - �rt--,r - _ --;3- -- 13' - I- 31 - - --LJI1�� I 3' --- ". -T--Tv-- -.13, - ; r7 �r - - - - - --!-" -1-1 1/2' 2 (BOTTOM) I. I- - - .- I IS IS, - IS* � IS* - - -- IS' -6 -1�4 I I - I ,i; . 1. � 13' - - *3 . - �-,,*-- I q?P- 5--s- �_ 3. - -1-- , -13' , 13' !3. !3* 13' I --3. ----!A7 -- Ir I" - - - ill 1/2' (TOP) _ 5._6. - - --.I- - - 1 r 12 ,/2:;� w -�S 1/4' T2 1/7'!12 1/2o I - : -_ 6 1/eill, 1/4' 3 (BOTTOM) OR - j - 2 I/2*12 1/7 6 1�4` 1/2'112 1/2- - - - 6 1/4*16 I /e (auTroi - OR - -- - a' a' a' e* 5, a' a . ; 8' I _ a. I 0* '. 7 1/2- ---- A Voti LESS ---- I ----- 1. j 5 1/2" -- a- a. - -!! Is 1/2 . - -�--- 0. - 1/2- - --- - - -- It j a' - - - � I 11'. - V� - q�E . - - I --- w - I- -�-- - a . - - r� -- - - s; ! - - : --. -, . 5 ! , - - --, --- ,� - - - iii- � ,TTGII� _ 8' : - __ .1-- a. I I - 5. I - Lt. -- - - 11 - I -- � 0, ; -1 j� I - _ (BOTTOM) 13- I 13* 13* 13* 'r ` IS, . - ,3 , 13, 13* , 3, ,3* 1 ,3, 5 (TOP) 13' 1 13' 13' 13, ,3. 13' 13' 1 13* �! ,3,- 33* 13* Ill 1/2' LIM) I - IS' 13- . . --- 13- 13' 13' . i Ir I 13* ,�- * - !3- - -S- IS; , ,3- 5 fuOTTI , - 13' IS' '3- i 6: - I'S. - IS: Ir IS' , 15" IS, -- 11 3' � . � 1 1 1,12' � - (BOTTOM) ,3. 1 13' _ _ IS- � 'j- 3- 'I/ , w ,3- � ,3- ,3- 1 IS. . 13, _ _ - - 5 (lop) --- 1 ,-S� � ,3. .- - Ij* r - � -- 13* t - 13' - I - 13* � 13' 1Y 1 ,/2: (TOP) 145. -45 - - it 1/4-16-1/e 6 A . - 16 '/A - . ' - 1 - i - I "3- 1�.-� a 1/4 - - - - 6 ( - Wl ") I +45. -45 - i - 6 1/4 - i - I - I - 6 - -1/A it 6 1/4*15 - - IBOCT -)I OR LESS To .65, -65 IS- I 5' I 13' 110 1/2' IS' I' 13. I. 7 112 I 1 1/2 IS' 'I. 112- I (lop) - 13' i S. 13, i 13, IS. f8 1/2' 13- �5 1/2* 9 1/2-i's '12, ,4L 5 1 2 1 OCR) -- - 13, 1 ", ___ -- . -- 'j, _ i ,3' -6- � 91/2 � - - - -1 �3- 9 12 - - _7 - I 6 1)2 T 112 -3� *, - -- 6 -- ON I ROTT ) -I -- - - IS- '7 1/2- . - Ir IS- -I - - - " 13, .. - - 0, -- ". I 1, - - -'- 1--� - 13- 0 - W' e-- _L 13' _C [6 1/2' ----- 1 (BOTTOM) - -- - - 3. -T 5.- 1 . - - --- - -� --- 13- 110 1/2- - -. - -- 13- 7- --- , . - 13- 7-__ - - 112 -� lli7s --, ---- 13- : 1 112* ---- - 2 POP) - - Ir I -�� I-r! ,�Sm -13-^- , -- - 8 1��j - --- I � � -- -L 1/2- - ----- - 9 1 /2*1 6 ,/2' ----- 13- - Is '12- is ,----- 2 ow -I 3- 1 ';� - I -,-- - -- III- ; 13- , - - _: _ _ ' lj� f 9 1,2 --- . - _ _ _. - - lY 9 1/2 - - a - --- __,_ I 10 1/2 � 7 1/2 -- - -I - - ------.----- 7 1_12 - - - .3. �15 1/2' 1/2- '3L - 2 (BOTTO. ---- 3 - - 13' 17 112' - - - - '7 1/2' 13' - - -i 13- - 13� - - - � 13- -- 13' --- - 13. - � To . T -Hy - _13-_�8 - T'r w 1 w - - 3-r- I -- - , -- ; - - - � r 11: I - - . - - . _ ]l: -1 - ,3- � I) - _2' - -- 16 ,/r - -- '. (Bono.) 3 crop) I 3' j - ___ I-- 3 11" - - ---- - '3- 9 1/2 - ---- - -- IS. 9 1/2 - --,--- - 10 t/2' - - I- �6 UOP) _ I5._a. 13* - � --- - -, - -6 - -/,- - I 10' -Ii2 I , a - - - - - -- is. -.. I - ,2 112"12 1/7' 0 I/e 1 6 1/4' 12 112" 6 !/A- �- - - 6 t/. � a l/. . 3 fBartol TO - I - i n;F2 I /Z I . a I/4- �/2 12 -1 I i - - 5 I, /-- V�- 3 (BOTTOM) To I 7- 1 r - . J!5 I ii- a � -i 1- - 7; ' /2- - - - - 8- 4- A 1/2- T - - 73- - - -3- 6 Iii-I -- - - 4 ao�) te-e - qv -! Y . - - --- -5----i - - - 6' - . - r - -- - � 4' -1-1 - . -,-- - fl, 1 4- - -- - - _ _-_ A 1/2-,13 112- -- - . 4T_G 8 12' - _1 . - i 3' . -- ...... --- -1 4 ETDP) -- --.- w-6, __ a. t - - - r--- -- 8, - -II; -, -- - --' - -IL -- - - - 5 112�11 --- --- 1-1 1-2 - I -' - ----- I (BOTTOM) �- - - a , - � - - e, I- - ! - 1�2� 7 112 -1 - 4 (BOTTOM) - .-- � - - IS, � " - - - -1 4. -- - 13' , 13' .-- ' - - 13- : I li2: w- � - - /2 1 1 - li'-- 1 _ _ Ii I/2_T �7 I /i_ - - - , - - - - _ t. - -S-,--- I e� - 5 � --r , - - --- IS . is 1/2' ---- 4- - --i� � .3, --- --I- , � 13' . - -a' - IS' ---- - � -- TO -1 -6 , -- ' I IQ' "Y - - -10- - _ _ _ _ _ _ I,* : 8- . -T - - - - - 'r -16 --- ,/2- -- 1�. ---- -- 5 (TOP) -: - - ": - 13; --- - - I - 3. , , - 13 I , - -- - Is IS. 9 I 12- - -- - I 10 !12 7 1/2 ----� - - ,. Ili; I 5 " -- ) I 13- � � � - - - Ir i I� - -- - - _ _ 1 ". " - - - I - - !�� � ( . ': IS - TO,�*2 I� I/ 13� ' � 13. 1. 7 1/2* I/Vti!3' !4 112" 6 (TOP) ,3* , a" - ,3" III' ,3* ! /2' -v � ,3' 8 1/2- --L--i --- 9 1/2-16 '12- ---- - -- 1 11- I- . j5 1/2* � 6 (TOP �- I L- - � - - I - Irt - I ,/C 16 i; ii - - I '1, - - - -- - --F _JS _ I __ _ --1/4' I I 6 %/e 6 (Sort -) _ - - -- - - -TI!L-l/A� 6 1/4 6-7/C7 /R/4--- - . - - q - 6 SET, SNEET 11 Hill ANGNQi YYN� IT SPAGINTIL FOR INSFAULATioNS .10 WOW MINE WU.M a lattlai N4NORT SINIGAICTS AND MARATUM EDGE MTAAKE AITE ANITINGATED Ql THIS �NEDIAE FOR E Q LESS 7- 010TICAT,l) ON SC.EDVLE REDUCE ANCHOR SPACING IN MURITI"iLYING SAAC- SHORAN Di, SCHEDULE Ift Tiq FOLLOWING FAVORS FOR T46 OFIERATRINT TO & POSSAIL". RUDUCM SANCIN,G OLITTAINED, LeAIG FAVOR SAILL. NOT RE LIESS THAN NANIMUM SPAIGINC NOTTATED JOR FAGT� ANCH01I INFIE ON THIS SCHEDULE AkVH0R ri ,/e. I/e. ,/.-. NANDA"T ,/e. .....'em","n, I Ie. I .1. 'AINDOR eximill 'Ele'LED - DRAIII- - GNA-A, -- -- . -- Asimmum 70�v"Xi (,,,') -3 - " i�- ' �------k - 3 - ` 2 In' I In EDGE �Dlcli I-) - - ;i-- - - - -:-:�/�, I - . . - --- , 'Ir - - - - - I ITAILTANCIT m--) mallecarm .- o,,-i I In I n , 'Ir ACTLK EM 0111111101M iE-D.) FACTOR I In. IT. - - - I,. 2 In' itill IT 5. - - 1. - .. .n I I =, . - 3 Tnm - I I . I - SPACINGS ONLY VAUD WHEN SPAOER@ IS USED. SEE TABLE 0 1 FOR �� 1- DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 0 IS USED - 3' MAX D.M.,(j), - I ' PU�1- - --- — (5)-,(�) _I— I I 0 0 0 0 0 0 - F-7 ---- --- I--- ----" --- 1. ------------- -7 1 --------- ----------- 7---' 1 1 : : �, T ; I : I ! : : I I ; I : , � I ; ; : � I i � i I � ; . i : I I ; : � I � : I ; I I ! ! � I � � i i I I --- I � J, TABI IF &I A A-S-D. DESIGN LOAD MAIGMUM PANEL LENGTH 40 PST OR LESS 6-8, > 40 PST 70 50 PST 6'-2" > 50 PST TO 60 PST I— 5-10, -- A MAX PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS ,LY ll SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2' O.C. "O"', ill I W"I'll", / t Nl;,�% , g� . � ..... , ,*`*i!,--** %CEN `-.. V, . w,,' FLORIDA BUILDING CODE (Non High Vallocity Hur leartat Zone) ,V' , "" - "' ' , , : .* . - ' 1 .4 4167 '.. = Coll Im.. - 24 GAGE GALVANIZED STEEL STORM PANE L 1". DRARIN . * : I , . * . _ . i '. * - .1 . ' ' -:=a-,- --,\ / ., .7/27/- -$'-.. _ _ _ - - TATEM X----- - TE 0* _� , , IILIECO.mucl GLOBAL PROTECTION PRODUCTS, LLC. 00i, !,. 11 Sti - 6 'ES"HII AL 0- - - - .. - - — --r- --l-i 20-175 0. � ?,:.-. - -1 : - UJI _ I 0 . �� -u, � 1; � ; A- ilS'. ., ell _ _ , .�I!T�".�: .. _ � & - QlAT-1-1- Allow Ill -YTII,t� - (Se.Heii- -�",9F, I � , , � " "", -- — - -XIDIT11111 DANANG, . --I - -.1 — I - I I , I ! 1 lFe9l ; i 1 ow A - �"Il a -1 ...... -.41iV001---ift .,. N WTAL. .Ai A. YUUT ,,, FIL FLORIDA L. IT -.1 ANCHORS (SEE SECTIONS A All-ERN&TIVIES ON SHEETS 13. 14. 15 &16) - +R-IA/13. R-2A/13, R-3A/14. R-19/13, R-28/13, R-3B/14, 3, It" R- I AW/15, R-2AW/15, R-31AW/I 5. + R-IOW/15. R-29111I R-31IIIII I *,YN - L/2 ! � 1/4'0-20.1' SS BOLTS W19- j IL' . � /� (USE CDR PANID. LIENCIII 1, . � Wi I T I , / OVER 7--Bj \1" ri-� ! PANEL LENGTH . I � REGULAR STORM PANEL / ; \ REGULAR STORM PANEL I d'-$* 0 +40.0. -40+0 p%J ..40(- � --- -- ---- � la, - - - - - . 'b-- - - - - I � I - ----- I (W/ OARUAP MID PANEL LENGTH BOLT) � � � --- - ---- ---- I � LIFE Wv.,Y STORM PANEL 7'-6* 0 +50.0, -54c p-s.1 , 7-i- I . - I I (W/O 04WLAP MID PANEL LENGTH BOLT) --' 'A' ,�- � i `� �/ USE V-11' WIN. PANEL LENGTH -. � I 0- . I/e.- 20.1' _.G_ I . I I -,�� AT ALL MOUNIINGS : 5 S BOLTS W al i A' EA OVERII : _. I I ! - -� � 9 I , - � I I ! L/2 I I � 6. : -*- � . . I i I ; , - I � I - I I I � - . I I I . -- -- - - -- - -- --- ------ ----- L:ie � t2) NOTCHES AT - ST - UD .-- - I--- --- - --- -- - -- -------- - . I 9 �j , . �_ ON [1' � LOCIAl 0 LIFE SANFETT ' � - I ANCL FIC AI. i: -1 IV ' PANEL BOTTOM CORNERS I 0 - I I I _ ;** _ ____ ( X ! D.M.,(�). _ - -- ---- __ —. - x ERLAP - I - OVERLAP - 01 (�) - WING NUT AT -rn-0 I WING NUT AT 3- M6 LrrT PANEL RIGHT PANEL 3- i6i t INSTALLATIONS ONLY VALID FOR WIND I, WIN R-IA/15, R-2A/13, 1111-31IL/14. It_ I a/ I 3. R-28/13. R-3B/14. I . .IN SPEED UP TO 170 mp.n I -*R-IAW/15. R-ZAW/15, R-3AIN/15. 1-10. R-IBW/15. R-28W/15. R-38W/16. I - ANCHORS (SEE SECTIONS & AlrEFITHATIVES, ON SHEETS 13, 14, 15 4,16) - I/e MAX GAP LIFE SAFETY STORM PANEL 1,I) ELEVATION (t) -- , - SCAkLr 1/4'.1' - - 2.587' , ! I EGUM.11. " � ) iR - I � 11 GuLAR -1 *HoLE VALLEY) IT.' j"', - ;1 � `�, , I STORM PANEL (WIN OVERIUNP - IF I, ��, -1,-- -- ,A;, I -I--.- -- --- � - -w'- - - �,#*;Iomk- N,!� � I , .0— ... , I --- - ---- ---- I-- �z-- ----- � � - - � , , i z- -- - .... �� - —W1 I - - - -- -W.. , " -11ir- � Ile I // --- --------- " , . ;, e, � ; IF � ,-�, ,� . . ....... �, ,,-,. , - , . -1 MAIT 1, / I I IF �`4' %C�4 r.-.-- - I " I lj,�,. w>' 1� - I I , I I 1 /'7� �'� - M-RLA4 I. �, * -p " , .1 , _ ._ _ . � '. _ _�___ _ L ---- � ------ �,-�- - -- - � --- - ---- -----#=- -4 -------------- - � - ------ 1 -Ii..� ------- lw �ik �\�., --.- .- -, I"'. � , . - - - 3 * : W� : Z = . = LIFE �9 PANEL = : : : * = LlImmiii;L z -R:. .Tz . - - -- FLORIDA BUILDING CODE (Non High Velocity Hur lcom EXTERIOR !�- �,` /,, - - .-*,- - T`,ITQo - 24 GAGE GALVANIZED STEEL STORM PANEL DRA .-,�� ' 11LIEC0,7\ I ECTION Mmum, LLC. "! , - , _ � � , �GLOBAL PROT. 5. 5, STRISIT _ SECTION A A , / TILLY 0 Im"� E5w"-, ",f ---.> .. FFITLARD 0 Im"� . - - A.- DIANE. a nil. - 1"`71 �, ", -2.,� - - . *A; - -,r= - -) - .- "W-1�. - f".)MR-11,91 20 .- , (" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PAIALL (T) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURE (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THIRD 6. ON SHEETS 4 & 5) WAX "SD� MAXIMUM ANCHORS SPACING FOR WIN E.D. PER SCHEOW solo* * V;�_- Ill I WAX Al. MAXIMUM ANCHORS SPACING FOR Nil ED, PER SCHEDULE BELOW * - ATAL ,��j%T DESIGN PRESSURE I ANY Ar LE!#T. DESCH PRESSURE TO SECTIONS I 1. ." � I TAPCON SOUD-SET PANELMATT FEMALE ID PANELMATE PLUS ZAMAC-"UN CAL)i TAPCONI 5OUD-SET PANELMATE , EMALE ID PANUMATE PLUS ZAMAC-KkVJN CALK-114 RATING I 6, COMBINATION L (It) RATING (P-1) I COMBIN03104 . L In) - "D If I; z; � TO To �00`4.1111: To W (p A ) ml A- Cal.a" .- oleecel .M- "amm P. - OF FINEW Do"Ison Doill . - C..�mm --- li OF THEM IS' , 11' IS* I ,3* ,3* i ,3* lYd 13" 13- � 12' 13* To' I Pop) . ! !t' 13' HC �/2' Ir 1/2' '* � 7 1 I- il' I 4 . I am) - �-- -----t---- ISO- - 4 --"* - " -- - - I 13 -4 1� - - 3* -- 1-1 - ---- --13- �12:_ - -- _ 13:_ - I - --- -.... - I (BOTTOM) -13 _ - -13 I !:�, �t - - I - -- --- - I'- -1 - ir -- _ _is ! -9 *- ,3' --- -- - -.-- --,---- - I - 0. I � i 11�2: ___13 - --41 - I 6-__ __ I L-11!!) _ _ ' -�2--'--L 3 �f _IQ- _ . - � U- - . I U TOP; I . ff- -1 - -- 1- 2 Barcm) ,SI - , -- IS. , I , ,3 - I . ! ,3 L-W--- IS- 1 13- 13y, IS' --W.L 13' I -, Y . 13' - ,i- t I , � 1 IT 4 - I - , - - I j IS, I 5, - -- I k -1 7� 1Y 110 1/2- - -- 13- 137 13* t'lt 11r 13- IS T/2- __� 3 -_ 13- ;6 1/2- -_ 19 1/2' d" 7 2',T5 112- - IL to 1/2-i 7 ,/2- _ 13-__ � 4 1/2' -- ,3- i6 I /-- 2 frop) ------ - 2 (Rornol -,3* -9 I /_, * - o3- it* - - 13* 31 - .r - IY 1 ' - 15- - W -- ! - I - 2- - 13- IQ- -- 3 (TOP) - -1 3- 1 , -T3-----1-Tr- -,_.,-- '! s i 1-2 ` -- - 13' i " - - - 3 C!n) - - , - - � - --- _]_I III, '/'�" _ w _ - I/- 6 1/4' I _Zl__ 12 1/2'!17_1/2' I _ -- --- ' - - � - - -; i I, ---- __ -ei I/.. -- ___ 3 (BOTTOM) -- - - - 5, OR I - - -- - I - - - -- - ;V, - - I I IV, 1/2- --- - - D 1/4-16 Ile _ -- - _ i2 1/2' 6 Ile ---I---- -_ � - __ 1_ - --- . , /4 o 6 lle�j _ __ - 3 19OTTOV) -- -- I.-a. OR , 5 1 5' a- I a- i� a- a- 16 112. r i ---- a. t�4 1,12* A (TOP) LEM " � 3* I' 15 1/2' . 1 ;3 1 /2' � 5-A . A I /2' 3- 6 I f2- 2 112' 4 (IQ-) LESS IF -, - . I 8. - - i - - i � I1 - - a, ! - i -a' 1. 13- 4 I ._ - 1 - II. � - I - . . - a, -j" - � I - - - 4 (BOTTOM) 5 .-- -_ 5. � - 1 f T/2* - - 6 1/2' 1 - ,I- IS. 0-- I IS. ! I- I-Iii. - 8- 1 2. TS� ,I � - i 1 I12, i - . 41-1/2- I ,t - . r , - � - IY : 6, - , A (Bono.) It, (TOP) 13 I I " - - , _ _ IS. � I,* 13' 13* - 13' I . 1 13 13' IS" - 13' t 13- � - 13- - 13' 1- 1 - 13' � 12, -- . 13 1 12- - - 13- - 'a, ,� III- 4 !TOP) 5 (SOTTolli) - ,3' 13' 1 7- - - . - - 13- t, - . 23 - 13- 1'9 1, : I/ .115 I - j S � 2 - .. 0 0 1)2-111 1/2- - - -I IS. , a' 5 (BOTTOM) I - : --- ,3- 11, . - "' -to � 13- IS' 13- - 13; - :1 IT 3- I 13- , -2- . I i Y - I 10' - - 6 Om --- +75, ,3- ! 5' . � IS. � III 1�7' - IS- I a 1/2' . 5 13' /2- - 7 1/2" 5 1/2- * 1 4 - 13- 1/2' - - 6 Coll -65, -w To .75. -75 - . - G ,/. lite 6 1/4-!G 1/4-- - - - � - 5 /els !/.'.a (Ban --) -75 - .112 TO ,,Re - � - . 6 I/e';6 I/e 6 ,/,-:0 1/1'.6 ,/eIs vel - - 6 ,/4-16 I ie a sail - m ) I 13' :7 112' 1 3- ' !3' 13, ; to- Ir � To' - 11 a- I 112- ,,I 1 ) ��_ i. j I 3. - 1- - -ti- . 13' !10 1/2 - -- -- IY 6 1/2* --- 13* 16 1/2' --�3- -1 - 7 1/2* j 5 1/2' - . 13 ,4 V1. -1 - -- '11) I I - I - --- -- 3' 7 1/7* - -I-- - 1 3: ------- -- IS' Ito ,/2- 13' �10 1/2 -11 _ I '. _13' _, _ IS- I (BOTTOM) r- jo 'i- - ,3 I * 9---- 13'- g�- -10- r7 I - i2 3- � 6- 1 (9011014) - "r � -7 I /7- -k +-, Tii� I __!3'__ __! _ 13- I '3, --,;� DY- - - 13. !- To- --- 13 - . llovr- ,S- I --- - 10' -- .S� I to -�/� , I - * - --- " I III - - - -- - , 1 ,/2-1 a- - - --I/ -:7 - -I - 3: ;6 1/2' - � Ir i --To�- �---- �. - 2 (TOP) -i wrom) -I ". 1. - - , r t 7- - - -!!: - '3- lo '/2. 1 1 IS; - V ' 1. .--.I- 4 - - 13*-id 1/2- - 13' . r i I �2� - -- 1 Y' -tb - T�� � - - 7 -- -. 13- 9 1/2 � - --- - -- - 7 !/2-�5 1/2 _ _ __ __t . 10 !/2- ? 1/7 -- - --- - --- _ 15-j 4 I!2* .3, 16 1/2. - , - - - --- - 2 (TOP) _ 2 toorci �- .--- -- . -- - I ,,, 1/2' - i7 - - - I'D ,/2- 13� - - -3- Hi ,/2- - - -- -- - ' - I r 2F . - , --- � - - - -- - -- 3 (lop) - - ,,5'-G' -13' 1 7- . IS, _r IS, - I 13- 19 112* _ _ - - 13' 19 1/2' _ - I/ . 10 1/2', 7 2 - - -- - ,3. - L -I'-- --- 3 (TOP) - :,51 -6 . -- Ij* -- - --1S7- it 2-7 f--- -- - - - - - - I - 12 1/2-12 '/2' 6 1/4' f a I te 12 vrti 1/4' - I :- 5 Ile �6 I/e 3 (BOTTOM) To - I - 2 112-112 1/2- 6 I/e a ve I I? i/2 It I/.- It - � - 6 1/4" 9 4/4' .3 (BOTTOM) TO - - ! �-, . /2 1 J 11-2' - - S� -- - I .� --- I - 1/2- i e _ -_ _ -- - 8' �4 1/2' _ � 5* 13 1/2' . - -i� - r i - -C 4 TCP� I- � 8�-D. 7- r -i- - - - - . jl� --s-11-2- - - - ---- -- I- _ _4 3 112 - � IS. � - --- -- I. ---- - I 4 __ A '12 .T 3 . � - ------ a ,/2' 2 1/2' - - - .- --- . A (TOP! - -- - - 7 -5 -i;- - I - -- - -- -- - - - - 0 -,-- � --- . - - - --- - . it' � - - -- - --; �- -- I I S. - - -- 4 -6 - -s� -- - I I - - - -e - I - - . A : - ----, -- --- A COCTI.C.) --.-- - - 5, � - - -- -- -- . � a 1/2 , - - -- 6, - - � - - V - - -� - - I 5 vv - - ' - 7 - 4 RCTTOM� 5 (top) I- ,r 7 112- 13- 13- 2;' 3' IQ ii� � �S' "I 111' I'- I ". ` ') IS' It 1/2' 13' IV ,5' 1 9, ,3- 9- :,o - 1 7 1�2; 13-i 6' - ,S�-i i vr --1-3; - i -i� - IS: - - - _ , 3, _ - , -� � -- - I- , I ,� 7, -IF-' - �- -� �/�2 _� �_ -- �, ,,- /� / -; - - __I _� _ - - , " ,/Il_T r � ;t -- - - , - IS. I r - , 5 (wricul -,Y - F 7---1 -;J; - -13- !--13--- ly -1i -./; ` : - I I -TY 9 1/2- t 6 ---- _ 10 T/2-17 1/2- - - - - 4 � �� � - -4- � '2� 1 ,- - - - - , - -- - 5 scroll) - - 1 T/ lj� I'S- I/',; j; 110 1/2 i - -:-- . , 1 1 1/7 � a. IS. -C - a t ! -- - -, - -- - , - laIr i '1� / - �__!z I 1/1' I , ---�-T I /v S: vr - 1- --i, - - 6 L�cv-) - 1 . -- --- - I . - -- j t/4--G - I/e -�Iio . - 6 1/4-16 1/�,j - - ---' - - - , I-j'r , a . 7 - I T. , a ;i, . - - I - 1 I - a ,/4 ji 1/1* -- 7 ( SEE slap 11 lot, ANGNORLS TYK Al S`NG1No Im w-'I -To � 1:11AME SULDRAGS, A ANcHoll siNialwa; AND WINTALAI, I= DSTAINIT: Aw INDIDATILD ON THa; 9cNvDvuE FITAT Lo 7w S THAN INDICATED ON SCHEDULE REDUCE ANC*QRT SPATTISAS IN MALITIMLYTIAG SPACING SHOWN ON �DUUJE OF THE FOLUDIAND FAVORS FOR INS OfiERATION TO K POSSIBLE. RVIDURIM STINNING DISTAINED LIMING FAVOR SHALL ii K LESS THAN witwo- WINCING 011DADATED 100 EACH ANCHOR _ M HAS SONEIKkE 1/4-. Ile. ,/e. I/ '. ,/,-. qe. ANKINCR TYPIE TARVIT, mouli I � �m -em..m- " ItAiIII1�4,A0, CAMI --.- WANLIMULL11 ANCHOR SPACING [li I I i 3 2 Iff 2 -n _ �fm ��(-)----- _ - -- i 112- 3' - 3 �/", I .. "I jamm-mu- -1 --- I � I/V -- - - i 'Ir - -i - - 3 In - -- 3 vv - -1 I WK DWMCE (ED) FACTOR -ACIUME I I,,- o. - - --7-- - - IT ". - Ail, - I - I - .. If. ... .ft I - - - .0 j In. 1 - - 1. . - '- - VIM WHEN SPACER (g) IS USED. SEE TtwBUE #1 FOR MAX. A-S.Dj I =%il MAX I PAM! LENGTHS WHEN SPACER 0 IS USED. TABLE 61 A A.S.D. DES" LOAD MA)aMUM PANEL LENGTH __ 40 PST OR LESS 6'-B' > 40 PST TO 50 PST -- 6'-2' > 50 PST TO 60 PST . 5,-10* A MAX- PANEL LENGTHS ARE OII�Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (" SPACER AT 12 1/2- D.C. � 0,01H.H."', Ai A. T ,`:`;` ......... ... . ..I- CEN .. . \�CEAI .. ., . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ., . : . 0.44167 -- t i FiliIi'T m`ECo. - 24 GAGE GALVANIZED STEEL STORM PANEL 1. I .I;: ST. A. : . J-. , _ ' .01 * :*i STATE OL 4i,. :' f- ' - 'If -; --- -- L 1- * - . I .' \ � / / IILIECO,.. ". - 1 vn,/w 0 GLOBAL PROTECTION PRODUCTS. LLC.1 oAm ,,, 5� * or 11 I.ORIO � I t-Naliffma comil �Y� TZnr Aloo !L. 51 STROIT DIANE. n. A 'II. . .. .... , , � -A- ,,, �42-�-- ZIC _a --,= - (-I AH-I= - aw . ..... - - (-)m-,- X,,-,.-..-, I 20-175 - ---��� . — - -- - I . . cii-owil "N ..... "Iw)1/-I�,OilYE --- � q, I I I � ITT . Ill I I I TV , - - FIT-,' A E loill 67 INSTALLATION DETAILS FOR LIFE SAFETY PANECf INTO POURED CONCRETE OR CONCRETE BLOCK S RKTORES 1/4-6 TAINCON EXISTING POURED 1/4-6 TAINCON EXISTING POURED 1/4-0 TAINCON EXISTING POURED $/A-@ TAITCON EXISTING POURED ANCHOR 0 9' O.0 tDNCRETE OR ANCHOR * 9' DC. CONCRETE a ANCHOR 4 91 oc CONCR17E OR ANcKTR III q, O c CONCRETE OR .z., r. , CONCRETE BLOC , � , . . REQUIRED � I , ` REQUIRE:) i I i, CONCRETE 9-0�� I I I" i � CONCRETE BLOC , REQUIRED) 1 �,, � , , CONCRETE BLOCK REOLORED 1, j 11 (i! - I �- i ;1! I I .... (-2 �' - , ''I'll I - "I i 41 � p . `4 ",I .. I A . , � � i , , I . i, �i� I I-, I 11 I ,, - - 1 1/2- - I - 1 112. 1 .1 I . I - , .1 I 1/4' 1 112 , I /e I I I/. - '/. 1 1112'��""",, , !9�A �� � I I ,/`� . I . _I I � --.- , , _ � _ MAX 1, . I . F----` MAX I . - I r MAX. - - � -- 7 1 .1111 I 1. 1, r---- I I I , 11 . , " I I I . - I 11 I [Do 1 I ED* : . I , I . I r . � �� I I E D - I I : � � I f I i : i I [ I I I I � . I rll'-�I-, �J , �/.��//` I , , - 11 I I IT I I � �1/ i ,r I %. I I � V �7 F : , .: " - A � fl. - n � -1 11 [ 1. I " il, I I 1". I . I 21 i-1 I I , r, I i � I I 1) i , : [ -D, 1. I I '.. I :: I I 1SE'P'Ar01MT.ON 11 � I - a I, mun EXISIINr I EXIFTINLA TO CLASS. - 11 P, � i I - SEPAIIAITIMI -4 : : - I t /.-.�� Ex,"4 TO CLASS I I I '/eA-i0` . 1: I ""' .1 � I I'l-=-II, FXISPK�'� IT, GLASS � � -14P -1 GLASS I - 1 A9 I _ I 1 - - -,�`,q , VIA I - ta-9, ; I .1 A, MASS I I ,- I I - - — GLASS If y 11 , AT, m I ," � I Is, I I (UTE FORAING. If 11 I 'j I - 11 . ; I I wFul,nima C� I I., I I -I - Y.,n I " D' 11 I I I I LON", Oi 1-4) "O ! I �: . : I " 0�i ; , ! 0 f IK :1 I oil, 1 41 ;� I . ! : � I .,. ... ,� , I - - ,� I I -L- .. If ,- I ! , . � 'I' MAX 11 I I , : It �� ?i : I PANEL LENGTH I 11 a- PANEL IkNCI- 11 I : 11 PANEL LENGTH .1 , � I, 6' PANEL 1ENCTH � I I (SEE ELEVATION it ; 4 (SEE ELEVATION 11 1A , (SEE ELEVATION 11 , (SEE i I SELEVATION I* mo� I I I ON SHEET IV " I :i I� 11 I, : ON SHEF- 12) I* LA. ; � ON SHEET 12� 4 ! 1( : ON HM 12) I,-- SEPARATION I I � ( ! , ,I 0 jr--SEPARATON -� I I TO GLASS 4 I I 11 IC CLASS I : � I., - ! ! $1 1 : I Ill , I " I g rl- : � 1 , � I l ; I 1, I! : I t I I - 1 1 ,- l i-, I -L I I- . I, I I, I : I L/2 ; I 1 4 1 � � I I t I � : I I . . I / I : : .� � L" A ' - I - � � , -i) , : IF i . I : I e I '-) Al � I 0. r "i I I " . : f E.0 - : : -- ED I I I lo- I k . I . � : t I I IAO . I I , (13 1 ! li-�- 11 R : �, I I . I : I I . I " I 'Ir . I 1. ILL ,/f m --_w . A - I ,, , I . . [!� : I- I I [ I I cc -: I-I'y - I ED I �- - - * I I I - 7 ' . I ------A I C I ED ', �'.. - - -S-4 - I I I a -- I ,e= IS EO� . , ,;. 3- - -,-1, I v I - %,- . , I - - I � ===1 I , MIS ""'(10- � ml�i �� I I / i - � I I * 17 � . At I, "re T, I, 1 41 �-4 " w I !, i- f, I I I ." 1 -ill dF , I , . , - t 1/4'0 IAPCON ' 7 1/4-0 TAPCON --� 1/1'. TAPCOI . I I/em TAPCCA; ANCHOR 0 9' 0 C ANCHOR 0 9' OC ANCHOR 0 9, 0 C ANCHOR 0 9' CC EXISTING POUIRED CONCRETE OR EXISTING POURED CONCREIE OR EXISTING POURED CONCRETE OR DUSTING POURED CONCRETE OR CONCIRVE Bi REOUIRED CONCRETE BLOCV REQUIRED tONCRETE 8LOCk REQUIRED CONCRETE BLOCK REQUIRED SECTION R-1 - - - a "ARELS 0 REGULAR PANELS 0 LFJ�PANEJ. 0 WGMAJLALR 0 RMIf"YPANIEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/8-7- ."'.11HH".."'.- SCALE 3/6-,- SEE SNIQETS III & 18 MR ANCHORS ANCHOR TRI: * /A " rfK III SPACING 'OR WVA"7*NS Al'o ----- -- - --�-- -AN- -(k)-- ill= FWAIE &JkDOM ITIMMUM ANCHOR SPACINGS AND ARNTMURV --�- i EDGE DISTANCE IrE IN &'W -__ TiA,F- (I.) 0:6. SCHIMULL MR RA I ON SCHEDULE REDUCE ANCHOR SPACING . __ -Nii ,,,A,i ,,ii D') i - -1 In "UT.r.".1.4 51"'i SHOIAN ON SCHEDULE 81 THE "OU.O." FAVORS AMM IIIIIIIIE WNW M . FRC" - I In' .. FOR THIS, OPERATION TO RE POSSAILL REDUCED SPACING OIIIASIED USING rAcTop sHAUL NOT RE LUSTS `NAV 2 ./2* ON, Vl,NAAu. SPACING INDICATED FOA L06CH 3' .. WHIGHOR TYTlE ON THIS SCHEDULE , -n- - . FLORIDA BUILDING CODE -Iii (D CD = (n -0 "i > a) jr- -ii 0 I- a) 16- CD- = -0 a — CM cu -41iiiii 0 Ai OD m Q- cn - a) :L-f (D -0 C) 0 0 -2 -0 = 0 C= L- ca. = L- -9 a) 3: Cu = 0 .0 4- w U- I*- 0 — CU :> cn — .cn (D L- .&-, It ca- -C-- III - Cw a -0 ll = — -11ii (n 8- III a 4 z z w mi m C**j . = cm 0 CIRRI - " I L.Lj w- -= C= C-; r- C= = C-) �z >-- . >< i- LA- QL_ Ln C= - on, ,' q, I = -< C= Cc C`4 �;: w ze- d) :E a) . > 4) = e = -< = . i m 76 = . CS, -= C-1 Cu = :, = cm :ur CL cr - 2 ;IIII, -E, -m . -2 LIM. E CD U t --- --- .. � I----- INSTALLATION DETAILS FOR UFE SAFETY PANELCl-) - INSTALLATION DETAILS FOR LIFE SAFETY PANEL I INSTALLATION DETAILS FOR LIFE SAFETY PANEL J) I INTO WOOD STRUCTURES INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES . � . -------J :- - �� -: I � 1L. . 1/4 IT TAKON EXISTING POURED 1/4-4 TAPCON o vs-nw. POUR I I OR 0 0, O C CONE ETE OR ANCHOR a III CONCRETE OR ; I If, � I- - "EIDIR �------ WOOD HEADER - - � REQUIRED - IEQIP.Ff� I .. I ; REOUTRED I . . HEADER " " REQUIRED, . :. , REGLUREO - - . -i "'OU-1 - #EGUI ED . - REQUIRED - j CONCRETE BLOCK . � - COlACRL7E FILOC3I -- Cn -4--j -p --.-. ANC ; I C WOOD "r1-Df" ! 01003 -FADER I . I . . WOODLIHEAD R � I , I [ I -- . � - : 1I If �� d ------F--7 ... l/. , 0 1 DON 11---. -1.. I */ '. TAPCO" i !! .. ,/. . upco. �--T- , - I/'-' - ON I 1 1/4-0 IAPCON , ; .L I . I - - ", ' IL I I I 1 , '1� I � I ANCHOR 0 9- 0 C L --- I . , I Z' 1 il I ANCHOR a 2, of: m��CR 0 9, 0 C ANCHOR 0 9' 0 C "APCON . , . " a) - I � � � I 1 i 1 ] a 9, O C. r I ANCHOR 0 9' O.0 - - - ) . L I , � I - I I - 11/4 . I � i i I I � I -, I I I I , .. . 112 1 1/2 1 " I I i .2, (i : � - "/A- - -� " I ; -�l I - , -- - a) a) - 1:.. . MAIX I I - -----T- - I i I -.-I _ -% I I � � i .,-.-- 1 I 4) 4 . 14ao� � � I . I I I ; i 4 I I t2- . I I - . I I -- . _c_- 1 I I I � - 1/2- '14- � , i . - 1 1/2" I I/e ,/2' I /A- 1 . Tw -,. . - t � , 11 -, I ED- I I I : � ED- . I IMAJ, I I -- I i 11/4' I 4+ *� I , .4*,-- - . - I MAX T � i I MA), 112- 1/4- i 4 � . I /7, . I i : I i - ! I ; I I T-- i 1, I I � . I MAX I � f�ifz�-, 'L.; , , . : I I I . I , I 2- 1 1 : 2. -4--j a) I'/��,, 11 , : I I ; . , , , : . I I , , I , ' ; � - i I . � I, � � I I wi,, I � E] � : ,,, ,, j " I I wi,, MITI I ' ! I -4--m I I -- - 11 -f� . I I : 1. I ! MITI ; I -L -- , X, : L ( No I* Ail. 11 ; . --- ! L� '� �'! I L -- - - - I : � I - ; : I - -A-ml- - - . ( - , ; - �- I ; 1, I 11 I � : = Cu ,!� Ij� , I -- I : . � I : , L i , I I -0 4 - SLE I I I I - � : �1, ,,�� - If k . : * - :1= : I- (a) IT __ : r I I : I T0pAGRLAA`SQ)" I I I/- te IT EXISTING e _ L I I Li I � I " 11 � 0 � I - > CLASS " I - . I .K."'.lit�. I ,.v 11 I ! I ST'Gm.p "I I /* ." -%B� - : , C I I ., I (UA - - N, : I 1 1 1 �l/.4.e:11`R 11 ,e F 11 .-.l -TA .0 ; / i I 11 --�%� I I/e. -I- E.ISTI - I . ! I- I ! I I z .�, IN L U.- oi ", Ka I p �-- I - . EXIST, IT : ;64 1 1 IS -FT .,a I � . : I GLASS 9 I AT '0 EXISTING,' �-�� "o-1 4" AT I I *10� N, ," � I AT, C. q-LAi 0 1 1 0 I ID 1.5 Tz N 'C", � I 4 I =tG-11 1. 10 - � L- " i I %, li ... ; : ' ' MAX ,I I Telf-mi GLASS ; .1 I I (- - - =-,--,;,,,: � - � I - . a � III, ;"` I I 6- P � ;; i UNTRi Q.0, 1-91 I ! k IT �LL , � : 1, I , ft LENCIH !� 1 1 - - Y- � � I , -- . It I I I I :t 11 , - I i .1l : 1, it . .1 W! LiNG--H - : � I i I S. PAN L illili 11 - I � 6. PANEL LENGTH � U>lTil - r-In of I o- 4 I, ,I i , , f I I 1: � I I I- . I 1, T � (SEE ELEVA TGN ,. : ; , (SEE ELEVATION I;;j I 'L* W.1 I I I ; 11 I 'L' Vol I 11 ** . 11 �: . " I I .1 ; 04 SHEET 12) :� I I I (SEE' ELEVATION I ; I SE SEUEVA Di -. - I 0. s,iESE7 ! 2) I I ; :� I 9 �.NE� LEN- a , " It '� , u 'i : " PANEL LENGTH O- i, ill 4 N r 11 - PANEL LEMIGro 4 4 � i e. -- . I " )` LEVATION T I. : � SHEET 12) " - - (SEE ELEVATION ON HEET 12) 1 1 ' PANEL --I- a, 'I I (SEE ELEVATION GLASS I : .1 " , I I I", (SEE EILEVATION I I 1 11 (SEESE 11 V` I : I , . . . �-� : I : I I : I I , I i ,a -� I - I 1 I I ON HEET 12) it , I I , OIN S.w I 2) i I � I ON SHEET 12) .. To " 4. 11 I I ) 1 � . I " I", , I If / ! C/) � I !i I I it I' M., I ON S.Er 12) :: ! � - , I t I � I i - 11- SEPARA ON I III. 4 4 I i 11 I ; I 11 11 < ; I IT I' - � f , I �L A TO GLASS 0 1 i- , 1 � ! It W, . I I ! I SEPARATION - L I '- - - I : f I -,-= :t--.P,zT., - t' - 11 :�- � 1, I, I PARAT, 4 : I 1 - L : I �' I I I -- I I. f : � i i � I/) I I � : t- � t TO GIASS :1 13 L11 11- SEPARATION I � ---' a I : 4, I, �'., - I", � I, I I I I - I � o 11 � N to CLASS I I'-- -C�'.10. -1 : It :1 -SET * ON � I I _ � " 6- - , I., , , : 10 GLASS . I I I t 6' I A _ I- , . � 1 L/,, I I ('� , , 6. TO GLASS , 1" If I I , I') I 0 EX67ING P URED ED A , : 11 EXISTING POUREr � : A : It — @ - _-_ , I I ----- I I . -� ---f : I I I �. _ iO GLASS. I I : 1- . I . IF ,/r A, 11 In' - I I I 0 - ! ,-� � � 11 - I : I . - 5- 0) CONCRETE OR CONCRETE OR � � I 'I � CIO d I - I . I I I I : I' �:S, = CONC Ell BLOCX I I -§� CONCRETE OLOCA . -- , I 6 I I -1 ; 10 I - _§, -� - Ec ; I ED I - L----- '--- - I ',I ,EOVNKD I I I to III ,/r - REQUIRED � r ,� I I 1 -1 '&3aE'=,--*-- - in I -- ; 11 I "' , -I I . I -0 - I I -I -*To��--�* - : - -1 -altm- . . I I I I . I 1. q Iff "It G � I. 12,I/T - II —1 � -1 I I E I I ED 1 , . I I I ED E I I LID . L I ? � I -�- -1 I , I I i - " I I I I , -1 . I . I _ �� --� I - I - . I -S �F*-'._ E,Q, _ I ..__ I ! ' j , - I , . I I -Awwm� 1�7-!—:' I I - -Am" L��l - -1 � si . C ��, . . I �--- -,-1 I I - . IT !/ ., l CIO I . 1 '12- ED I L!l'i I I - ED - � -- I 0 . I I 111 � I ,4) 1 21%e WOOD �i . I _� � I 4'tg- e- ! i I I �— - I . I I f I I I - � I i �1: PLATE , I IRAYS .,-* i I L- Ir . REQUIRED � . - I I '. PANTELMATE fL i i 1 T/e# TAPCON i ! ',,'eli TAPC IN � �/4 . TAPCCN 2'.4' WFDQO i I . " ./i III: 2'Ile WOOD : P1,11, WOOL, 0- AN LWATE PLUS 0 C - 1'.. 0 1 AND . , LATE I MCMDR 1/2 - ANC W&W-HPANEL � ANCHOR 0 9- 1 � . ANCHOR 0 9' CC. ! NOR a 9, OC PLATE I I i 1, 4'6 TAPCON REQUIRED � . - -. PARELMATIE PLUS REQUIRED i � I/e. P - OC I 1/4 );.. � I . I � ,IT , I OE 12 0 RERWALS NOR (BEYOND 0 U I J.. S110GER11 */ STUD I i I REOUTRED !, . 1 - � 1/4 � m I I ! I I ANCHOR 0 91 0 C . ' ANCHOR 0 12 1/2' I) r L ; I ; . i : . set SHUTS SPAI 10A ! � I RLA I - - -E - W, -11 I , I ! i I � 1. '/e. FANUILli PILL,S W" MOUNTING ; � 1 2"e WOOD � f . . 2'.1- Ri I I � ANCHOR 0 12 1/2- 0 C � [ P TE ; . PLA ! i I 0 VALE 3/8-l' 11 i- `� CD 15 A. 15 FOR ANC -ORS TYK & EOVITED REQUIRED ! THISTILLAITIONTS Into WOOD FRAME BUIUMINTIS I I - 0 U) MAAWUW ANCHOR SPACI Al -I.. EDGE D'STANCE I I . . I � I i ARE INDICATES, ON THIS SCHEI COR ED LESS ti- TMOCATED ONT SCHEDULE REDUCE ANCHOR SPACING Of I " m "TIPLYWC SIACTING SHOO 0. SCHEDULE V THE R- TIVE R-2AW Hm ALTERNATIVE R-36IN FBILLOIAING FAVORS FOR THIS OIAERATION TO K PMS*U- C�ffib - 0 0 LIFE SAFM PANEL m REDUCED SINCING OSTAINED USING FAVOR SHAUL NOT It Htftff PANELS 0 LIFE SAFETY PANEL t % WGU � 919NY42AINEL "HIII-1111 .... " LESS THAI,, WINIATUTA MIAC . INDICARID FOR L44" ANCHOR ,,V,,IL1�--1jIAN,l . I .TfK ON INS Scl , � ,0i - lt4I;I�, a " WALL MOUNTINGS WALL WOUNTINGS 'k I. -!!,�/�",�,, I A - -- I , "'"N I , ... ; Is I , ' : i. I ! � : -- L , - ; 0 - - I i - I I I I I I 1 +�-' - <0�41-- I ,- , I -, -- `� I - == '- 'I -- I , "� ' � /' I I I I I , I - I -- L � -- ' �", I -1 I - i I I I , .A2 I I I I ITI I � I I ;n i � I `A- I- � I , I I - I i -, , 11 11 "' ,I. , I , F; : � I k I , I , I � : , I', I .1 11 I , 1 47;0 , J, L�A 1 1 4 1 J I �, 41 4 1 , I I i - I --- �� I � I I I - 'I r i -�� 7, -----"�-�---,-, -1 I , , �, ��.,-. I I � ,..- , � ril r�, ,� ,/e. ,/e. SCALE 3/8-1- SCALE 3/8- I' I SCALE 3/8-l' 11�1-'- ' ANCHOR "m - V� ILI T17,A'/,;!RilI,, I. Ellill ", �r� S, /0.�-�� ANNOLMUR ,�VN,sl,p - ..... I. , LLJ �WAAWAli --- "UTS --Q�`--1-*-- ---� I -.1 I. I/ IIS. . , NINTION . I .1 . _ 42 ,� . - � = . !k.,. �P. IIIIIIIII - -T--- I . . - 2 AHI WINCIRL, 01) I 3 It z ., FLORIDA 13UILDING CODE (Non High Velocity HU cons zome), .. L& E N '-. . !� FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) - .. 7 S FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) "' . * 4v "ll ' * — __- - I- 4436; - s- ... - 4416 *-. i .—I- -I I wT � ,-. HLYUG'. m " : ' i� CAQIT .xm wc� - NOTES, = A: * : IR i ` I !cAN,,RLAgA,A 441167 '. , . 2 ' - ' TI'. _ _ ,�fS ATE TEO -4 '. "toR I-- -- - - - - - - - --.- = *: * � * -f 24 GAGE GALVANIZED STEEL STORM PANEL ' . F .'.' 24 GAGE GALVANIZED STEEL STORM PANEL - * CLITI TILTIL00 AIC impallot " . - < I OU) I i in � DRARIN - = . 0. '. i i DRAR", & IT I 24 GAGE GALVANIZED STEEL STORM PANEL ! " - - I FOR AS D DESIGN : 1* : - - AT : &I - P, _ I. I NST,ki ARE ONLY VALID = : - "II m mmm MAI PAC= . - - I PRESSURE RAT114CS (p,. 1) AND PANEL LENGTHS AS -- * : * -- I I I FOR li AS 0 - %... STATE OF .. T - — z iL--:4" --I-- � . .. I 1 vin?�w I '12- - . al PER ELEVATION ON SHEET 17- - , S CATEO - - 1116`-� - - I - - LENGTHS AS PER ELEVATION ON SHEET 12. _ . _ . - �. , . . - 'I'- F , IIII'ID 2 FOR NEW WOOD FRAME CONS-RJCTION WOOD ' -, :-, " - .A �� 11UUT I'DIFYING III M� C -- Ali 5'.. 5, VIM 1. , � - I - 0 . N'A'� ��4 1 ,V o""AH. ITARIL I ii3l 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD : , -;/- oloo S.W I ITYR- I , MEM � , " _,, I- 12T- A, E.QAL[rARNS ciolt,,,`;3� I- "" -�s - -�',-�-_I ...... FESI a imormairam ci:iiiip,zit "I � a A I � r, -- AAARX. - AL . - - — , z ", ... ow"' "' �"(�AM5n7 20-175 BERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC _ ' -175 Al- ... --ti— - Di R, 333 h F, .I- - Ulitill, ,- )m 5 FAA - ..: - - ��,k#51 ,r -- -HU. "Hoi (�)M-,�s. -m�B 0 ,- (.N)m ,-� I. (a,H)RIes-eill 2 1/2' '. ��6 ' ' TKTUT - , . 1. 11 s� S' '. - - I . _.,,, . (AANT -. ..= IAR, ITT, - ( n, 20 10-175 C.-Cei 11INITAR, (W ORTALAING . DENSITY OF 0.55 OR EQUAL. 1, , I'll z -- n.1 - 1 a — 1 - MEMBERS TO BE SOUTHERN PINE N 2, W/ SPECIFIC 11-11.1.1 ... , - 1-1 -,--=L.rl 111-11, iQ . __ - IT -' - 7" - �- ��'� ": i -q , . ---;kl I "." I III C"-000471;- TRINIAIR N� - ol- - I — I- s -?�i -. I --,- - r-,�- -, "/"/Is S.Io \ GLOBAL PROTECTION PRODUCTS, LLC. "n""' DESIGN PRESSURE RATINGS (pe.f) AND OmEt "toRtt - - - � // 11LIECOLimic ' . � STATE Of -:Cz I INSTALLATION ARE ONLY VALID r . � #� --. ,� I 11OR0 I/ IILIECOINC. \ GLOBAL PROTECTION PRODUCTS. U.C. / 11LIECO... DATE ,*�.,- / \ GLOBAL PROTECTION PRODUCTS. LLC. p-"',',41,,4,,,I1 - 7- PE SEAL/SIGNACUAR/oAn INATER A TILUIT - FIL I I J - R I I DENSITY OF 0.55 OR EOUAL- - � < -- - - It SIGNAHAii-li RAIJER . TuT - P,E Ii -/-NA`AR,/QA. , I - 111. P, 1 !Y41 I -I--I--j ...Moo I F19 . ! I - - - 1. I ! WHITY 1. OFNI -j -- — —. --- —.—.- - . . - --- . - - FUNAID" L. IT 4-Hp, . I I I I Q- m If SHEET NO. SH 1.4 - -*EZ I /I 8, EZIW/15 -- - - - - I (SEE SEC1K)N EZI & ALTERNATIVE Ctio ON SHEET ia) - 3: ". - -!' - , W., '§ ,-j (SEE I V ' !(SE I E NOTE 2) ,9,./@0 �- �NOTE 2) #TAXI' SMS. f --- . I- 1 :"� - - - - " 1116 -1 , ------- -- - - � - -- � I -�, 3/,6-. ."....I,. 0 I'll, I 't "I 'CI BE IN�-AI,LE D AT VACH G�ENINC- ,,,IAL - A, WAY, 12 C-1.1 - - -- .-- � - -- F T ,., E - C,i F � - - I I 12' 1-1 - to' 14 -� ?",F�� 0 1 �? ' I I t�,CNTEZ? */ REPLY HANDLE Tt' FACi,ITA-t N�,TA1--A-I:,N i" I -ENDE., 17 11 ?�11, ? I : 0 , ? � 1 I - � -?4 ! i=fl " , _�] LIE NS7AL-E, FROM INSIDE OF �Mt.Cll-,PE 1 - -j V! ; 1 -1 I 1 , , I I I I . I � � � I . : � : � : . 11 I I I I : I � 1 1 . . i ! ! 4 I � � 1 � I il,,l � i [ j � I i : I , ! ; � I , ! I � . � I I I 1 1 , I I � A,- ' PTA ; i I : : . � 1 j �� 1 I i I I � "UNE : . , � � : i � , i I I NQTL�_ 1 , I I . � � -- ! . ! : - � . . . - . - - .. - 11 .. _ I - I , Pox t.� . I � . � � - . I - I N -� I ��_�I.jTLQN �L�jl � 2OG E-7 ,�A.N,'� S-:41M IANEI -S-TEY I ; 7 . �, i - I 7 - " -211- -- I - I 7 i i F , PAN�� , �, -RACK� ) i �,N!I PAL,l-� I . INTEPIO; I�Al';: , �INT�RIO- FANFli C."T R OR PANit 1,1-� Al FL, , NSISTIN, -OP A, -C,'-,)M I I I �F I I I .. 1 ; " I I S � � NE-F� ,1. -1, 4 1 If- NOM � ; , ,% , � 71', ,?�,'7C.t,, j� �- , � : 1. Pi� �AJILLS bltk� CONIA'--i"I 1� I � I 6 I,- i I : � , I IJE�Wj��' I ST01I 1Y�ALP"T'SlF'[LL 01L IRVIIAULE " I111.1 tJ1 Sk", I i � � : I I - ;;AN'. S - -� � � I : � ; 'I' ; I I � � � � I I ! , : : I AIE� 1�? I I I 1 � --�� � i : I ; �- ,; - � � , � , -- � I �. I . , f i 1. * I � -467 . ./ 1- 1 4; � � * � . I �, , - . - I I - N, - i i -� Nx I 11 � I � 1. � ! I i *) tt� IN!, PANEL', AW C,INNF, 'rU It- MO:;UHL, 1R,At7l,. CONWC�ION � : 1 : I I I -1 : � ; � . : : [ � I I I S: I,I, � 01N',�' ,I W�l * , I � I I I . �., I I - V,l'P- ,'n/4' V S Ve,'.. � I 5 2' ',,' I : .1 . I I i. � I . I 1 I W, I -ED PAILLS Ili 1, �"-'- I I, T rjP !/A .1/4- V�,i T��jMUSCREW I%T(, TAP�'Irj liCTIGM I I . , S S DC1.75 VI/19 0 !.A 011.41LA' ,,A.-K LOCAT,tr, ,-.F ,AS.%.R, MAY b, �- EjfHCR C,,' -Y.� : I i I . i I : I ,P I I � � I . i Ir,Ej 'FrTc,s K, APl,,C,r,�E- Xl,�R'O.R -AT ---ANC-S Cr `NL, PANEL : : : I , : � I � . I . ! I '" I � I : � . I . . I - � . I I I � . , � . � I . ; - - I I � � - , � I - . . �.I� I N � �%� 1 'A' IN171 PANELS Aq( NOT -UNNFCTF�, 'I, E I -T�,W "' - - ' � , , , I . . � : I : � ! 11 I . - �riAC K � ,� A ,TOP BAR IS ONI, Y I rS r U A: I G11 I AT I EA5 - IW(" I , ,- � i , . : PANf, S L LE �ONNECTFEI� 7C U011IDW TRACR ;J1,Nr. 5PEC, � � I i I � � ! I , . I i � � I ; - " 1, � I � � , 1 -,� -- - __ , , -rt--T-1 1 - " I I ' 11 , kBCV� I, SU -SP, CONNECI, �"F ,11� r., , LA D!, -1 � . - I I l'U7F i3 -- -1 -7 ' T i - , . -, -1 I I T1 f ' -- T , 1 �AT�- �' t � I f - - 't � IJ -1, I I IANE�� TC 91' , fR.1 "I A A41 ;'A,NE� tCII:A�IPIN L I - a I -i -I- L L A J J � . 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Z : 24 GAGE GALVANIZED STEEL STORM PANEL IT, Z . 0. r44167 `.. 1 = . _ - = *: III � .,/?,/. ,,,, = . t� .:�- - I - `�� - PRODUCTS, U-C. . �,ST� Tlt�� . ' \ GLOBAL PROTECTI IILIECO,.c \ I t"' � - STATE 0 --F _ ,?�, - , ;�', ,&( .,Z,e j I T"n ns, $ , , X 1� .. _ , Ma 6 C..'IRDIM, 10, - .1FL 11 1%O1. ,�, I :I- 0.� - t 0 R k0, , , - - - � . - - �, 10-17b � . " � 10� - -".�PIk- - :-, - - ,-,MA--, r. �,,. � -""'Z-,�, - (S ,- � , , `,Il: .1P --- - - , - i - i = . 1 �,` 0 `�� - - ,---.,F ,.I - , I i ", " ,W6F,;..,rr ,,', , � " I .- I - o, 11, n.o.l.o. I �# I I - I I .... I ,.I,- ', I , 1 F9 - I 0 ET N(3 Nj E E,--il I"Ji -� ENGINEERING EXPRESS'S PRODUCT EVALUATION REPORT September 15 2020 Application Number 17869 1 - R2 EX Project Number 2031543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road VVest Palm Beach Fl. 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued Ili accordance with the requirements of the Florida Department of BuTuriess and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3 005. F A C for statewide acceptance per Method I(d) The produci noted above has been tested and/or evaluated as summarized herein to show compliance with The Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to thin required by the Code Re-evaluation of this product shall be required foliowl pertment Florida Building Code madifications or favisnins Substantiating Data: A PRODUCT EVALUATION DOCUMENTS FX drawing $20-31543 tited '24ga Galvanized Simi Storm Panels (HVHZ & Nw-HVHZ)', sheets I -5 prepared tri Engineering Express. signed & sealed by Frank Bennardo. P E is an integral part of this Evaluation Report . TEST REPORTS Uniformn static structural pinformanice has be" tested in accordance with TAS 202 test standards pot test repon(s) #BT-ASGA7-OOI by Blackwalef Testing, Inc Large rnissile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards par test report(s) #8T-ASG- 1 7-001 by Slackwatert Testing, Inc. " 3TRUCTURAL gNOINEERING CALCULATIONP Structural engineering calculations have been prepared which evaluate the product based on comparative and/of rational analysis to qualify the following design rnfena I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation A Anchor Spacing STY 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA (954) 354-066D 1 (866) 396-9999 TEAMLIDENGINEIRINGOPRESS.COM ENGiNFERINGEvFRFSs COM I& F N (-�'l N F E F ) I N t--q Pave 2 ,If' 2 All American SITLI and Glass - 24ga Gal%anized Steel Storm Panels No 33% increase in allowable stress has been used In the design at this product Separation from glazing is not tequirred for Installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Istiod test reporl(s). and is "counted fair in the engineering design of this product Wnd Load Resistance ThIs product has been designed to result wind loads as indicated in the span scheduleits) on the respective Product Evaluation Document (I a engineering drawing) installation This product shall be installed in strict compliance with Its respective Product Evaluation Document is a engineering drawing) along with all components noted therein Product components shall be of the material specified in that product A respective Product Evaluation Document (I a engineerling drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i e engineering drawing) as noted herein All supporting host structures stEall be designed to resist all supermposed loads and shall be of a material 61&Zdn this product's respective anchor schedule Host structure conditions which am not accounted for in I product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are penrinarrently installed shall be protected against corrosion. cornamination and other such damage at all firries This product has been designed for use within and outs4e the High Velocity Hurricane Zone (HVHZ) RLsFrvztl`u1IN. Frank Bermardo. PE ENGINEERING ExPREse .PF0046ti414 1 Cen Auth 488� 16D SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396 9999 TEAM0ENGtNffRINGExPRFSS.CCM` ENGi , EERiNGE�,PRESS COM ----------- I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL( I INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE . I 1.11 IEXISTING POURED I I CONIC E 00 . I 4,0 TAK CONCRETE SLO-19 I � � ANCHOR a 12, cc ', R - �,,;�I, i EGUIAED (is ��� � ,* (10, '. . - I - - Jr..'* REX HEAD TEN I flA." HEX HEAD, TEX R 1/.-. APCDN , WOOD MEADE � - I I - �, REOLAFECD SCRIEW Od., F.i ANCHOR 0 12' 0 C ' I EDGE OF EDGE OF i-z- `* *(6" " I � # );. ,, i I I 11 -- I I , I I I � : I t - ,�, �'�."' 0 i �� � �OD 1 I I I I Al2 * I - I F D I I ut. . � I El .I- I . q 1 I t", . I I - - I , -- t , i , - 12- I 1 I I ! I " . 1 112- 1� I— ,Y..--,. IT I I I I ,- I'-- - IT i ,IS . j : " ! I' I 11 - I �,N,�A.,ON I 0 . ./., A� I - A, 11 il - ANATIL 1 112 0 I- - ! "I, ; * , "" I It Ext". E-SEPARATION 3/,a'0 SEPARATION -1 Nlif- - I N 70 CLASS I -I 1 'I A U KUMNUM POP TO GLASS � 1 , INUIN I"Cil" GLASS -`4 I " = - , It � I , NIT 0 : ( .41 I- II . t ! r I - I A 11 � , I I F, ptt - r - : 1, 6 -a- '/"' . �- 5-0, 11 4 I I . ! I - I ;;�- ; I , I - . 1. I I PANCI�aNGT. IN I/ ";I;� �, I I PANEL LENGTH E` 11 . 11 - A " ; T .. 11 t � - V V I I I I, I. I ! I I I I 0 U, a � Cl � ' I. "I, , ,�,--- Io", lrSE�-ZION- : I : � "I -- SEPARATION - 11 TO GLASS I i'l ilum BSCREW 50 . i 44 lo I r 1, A GLASS G I r 50 IT i I '�I-.'0-20.2- 0 'L' A Tt.,U OF ' ' - �� MBSCRETV .1 I I ! A ! , ' f-- . . I - I I I .. � I - I --� I I 4�!'771 I I I '- I I ' LU , , . , - - '/' I t.�r I I E I 0 .. I -- 11 P�. - - 6 . I I I 11 1/2' I I . - � i : -I J� ;... 1. 4*0 TAPCON ANCHOR � / I : i I a 12' OC 1/4-0 TAIPCON ,: �, EXISTING POURED I . - ""' *Oca , _ P PLATE - I ANCHOR 0 12 0, CONCRETE CR i ,� : P EOUIRED � . I , ., I - CONCRETE BLOCK -4 � . . - WALL MOUNTING REQUIRED I SECTION EZI ALTERNATIVE EZ1W SCALE 3/8-1- SCALE 3/8-l' 0 ...... � I'll .... . T1t,l,,-;%, I ,,�,� , I , , - "" I/ ", `, �P -, I - - E N Is \,rt sle"'.... I FLORIDA BUILDING CODE (Non High VErrocity Mlu,ricoris Zone) i � NOTE& * MIN PANEL LENG-] X :: 0. 441 *. � 1 -It-'. - 11 _ . - ^AGE GALVANIZE 24 V 0 STEEL STORM PANEL I . 2 * * = I INSTALIA-11ON ARE ONLY VA.LJD FOR WAX, AS'D SHALL BE 2 -6" Z * : * : - -- - U- � I PESIGN . = . , E �__ f - � - PRESSURE RATING ./- 40.0 p , f AND 6 -0 MAX %.o'. STATE C4 4 , ; - --. / I lit `/"`/' I. !. 11LIECOINIC -\ GLOBAL PROTECTION PRODUCTS. I.I.C. F Z ,,,t.� ;� I P PANEL LENGTH , / - - . "t "tog � ,I�y , 1,1 � TI,UY XO A ERGIW 11 .- - 11 ,rMuT 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD %" � '9H . �). . "'le"'. - . D"It L JIISI. 110� SICJ � % ti� -Z W.I. .- 1. 111.," F- r1 -l." .. �,.- 20-175 ", �j MEMBERS TO BE SOUTHERN PINE No 2. W/ SOECiFIC 11 810'.14�.`L � " At , ""'P , 1-7- iU �' DENSITY OF 0�55 OR EQUAL. . � =-.- - . I k- 1-- - 1 - UAPIP,H, XP I rNN1*,rL- P, I -=` -- , einn 1. . IS . ., I I - t, i I - F-9 - - , I � - ' '� ALL AMERICAN SHUTTERS AND GLASS � [24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ), - _ (P WIDTH UNUMITEEI EV. TO PANEL SPANI- TOP MOLINT (CONN- TYP. TYPE AS " D) SECTIONS I -I- � 1 OPTIONAL f,'"-20 STII H BOLTS WITH WAaMERED I �- WINCH 'TENED 0 UTS `A` / OVERLAPS 0 W DGPANJUSE 69 - � PPROMATIE SPAN TABLE) A � , 4, � I- � 2, ,/ , V 0 i�432 � . 1, -; PAR VIEW , �' � ,1 , V 1�� LAW- �� � ISE' � 5 - 2� rRD I I I I I -11 4� �'111-1 I I . - I 110770 I M DU NY - I (CoNt TYPE R.J , REQD) , R'" MAYMATT ,___- & BOTTOM rl"\ TYPICAL VERT1CAL MOUNT ELEVATION �,V 11 T 2 ELEVATION TOP MOUN"T CC N TV PF--" L- 0) " ZPAJN� ASDVE A-' REQ' I _ - I, I BOTTOM I --- - - 1. -N) =� !� - r-MOUNTTYPE � .; T � (CONN , _j ASREQ'M INK §U Y - - � . -4. � 11 OBS-IRUCTION " "o ) - JI-OCATION MAY VARY) E � �j aj . . - PI 7- Z r N3 ,.� � MT I - T I n,PE "Or Ell,�,-; ... I � I I I I I I I IN F BOrPIM M 'S'. SIX. TYPE AS REQ`D) 00ST BELOW, - RUCTION - � Lin CH FVANELSMAyffEWTCMEDA5 Q��IRED, OPTIONAL Y, -20 STT7 ��.15 , BOLTS W, PA.'DT THAT CONNEICTI." l.,D` B MWASHERED � ANCHOR' ARLE USED WHICH 'Sn%FY WINGINUTS FASTENED @ SPANS ABOVE A, BE OWOBST N OVERLAPS 9 MJD5PAN tUSE APPROPRIATE SPA14 TABLE) VERTICAL MOUNT ELEVATION e2) (NOTCHED PANELS) III, �j PIT S. ELEVATION - ,lp, Ft - I PI M11rWA9 , I I �-, I IV I` - -- - I .. .. �. MAXIMUM ALLOWABLE _.�� "', NR -- . Fr'nX - "" .. N'Te DESIGN PRESSURES: ` ti )'I'v, a ,�---; : " I 6I,PI ! �i -Q,roj - ,, AS NOTED IN IIISIGNJ DESIGN NOTES: SC3HEDULE5 � -. Io;gg POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED � , I .2 . FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER SEPARATE ENGINEEFLING IN ACCORDANCE WITH THE - I q Nt;, e I � 11 GOVERNING CODE, PRESSURE WIREMENTS A.$ DETERMINED ACCORDANCE F 7 AND CHAPTER - , ': IN 14 ASCE 16M OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN IP - i U ! OR TO THE POSITIVE OP. NEGATIVE DESIGN 1, I - PRES,UAL CAPACITr VALUES LISTED HEREIN FOP. ANY ASSEMUERLI, AS SHOWN < I , I 6 I P I � t 2 GENERAL NOTES: I � 111 3: � V I THIS SPECIP10,11ON HAI BEEN DESIGNED AND SHAILL BE fialtICATED IN I. � 0, At I PICO BUILDING CODE V ITH OF TH E It 1. Ii 0 U, 10, TPS! HALL INVESTIGATE AND CONFORM TO ALL UXA.L BUILDING CODE AMENEWENTS WHICH MAY - (A APPLY, DEST N CRITERIA BEYOND AS STATED HEREIN MAY Recitiffte ADDITIONALSIVE'SPEC IFIC SEALED ENGIM EERING. 2 1103�113% INCREASE IN ALLOWASILESTRIS& HAS 0. USEDIN THE � D�IGIN OFTHIS SYSTEM, 3� Mit THE ARCHTTECT"GININER OF RECORD FOR. THE PROJECT SU AsrRucrullf! WITH WHICH THIS DESIGN IS USED SHALL BE AESPONSHILt 0 - FOR THE INTEGRITY OF A L SUPPORTING SURFACES TO THIS DESIGN WHICH In I SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, ti SEPARATE ' "' S 'a EN-N ... "G SHALL ` P 9 U.C. I" It .Oelt TO DIPIIAW�1i'0`MLOAC�, �M'U!CTICIN R SPANS COMMIT ED �� S I 9 MR ALr ruitTO HERREN. CONTACT1WIS INGINEEII E SPAN CALCULATIOuS A& CEO MAY at REM �Q ,� � 2 5 THIES �D��LED�MM.MGMeRrCANDMMNOTPROODE 12- V-1 I INFORMATION FOR A SPECIFIC SM. MR SPE! CONOPTIONS 00FETRIENT MOM ME CONDITIONS DETAILED HEREIN, A LICENSED ENGINEERIOR REGISTERED LLI , f ,, p ARCEITTEcrSHALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN r .UhOFYO1 VITYL, IHIS occUlle., G� DESIGN PRESSURES NOTED HEREIN ARE ITAISCDON MAXIMUM TESTED � I I I A :.� -1 I i PREIr RES DIVIPED OYAI.S SAFETY FACTOR. 1, FASTIMERS TO Be OR GREATER SAE GAADE 5 UNLESS NOTED = CA ,V g i ig i ,ALL A�LLIO OTH RWISE. FASTENERS SM 6 EC DMIUM-PLATED OR SE Vi 2t �j � CDR ION - RESISTANT MATERIAL AN D SM ALL COMPLY ,04fFE15R.W.10MATION S FOR ROLUMINUM SIPRUCTUAW SECTION 1.1 AV THE ALUMINUM ASSOCIATION, 6 I I uic� NY APPLICABLE FEDERAL., STATE, ANDVOR LOCAL CODFS� . ��" , STORM PANELS SHALL BE 24GA SIEFPL 4- E2 � I STORM PANeLS SH- 'GH FORM TO PETRI ASSI STRUILRAI-QUA11TV �L� MO GALVANIZED COA`T7a WITH A MMIttl 'Y..a � KS Uj I 10 ALL ALUMINUM E XTRUSIONS SM" BE 6063-16 ALUMINUM ALLOY. X UNLESS Mon-11, .I,tFRIYEsJE. r NOITION5 DICTATE. PANELS MAY BE MOUNTED VERTICAILIt OR MORL2014TALLY AS APPLICABLE. JZ CONCRET XMICHCIRSNOT15DHEMTNSHAUGLEEMMCUSD� :� .X - . NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER l4OkNUFArTURERS?LE<DMMENDATIONS. 23. THE CONTRACTOR 15 RESPONSIBLE TO INEI OR PROTECT ALL ME BERS FWJM DISSIMILAR MATERIALS TO PREVENTELECTkOLVISIS A& M.. I I I 51 1 14, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESOGN SHOWN ONLY USE OF 7+115 SPECIFICATION By CONTRACTOR, el, .I HARMLESS A� COST 2 Is 121 I INDEMNITIES & SAVES THIS MONECIR FDA A �U:rMAGES INC DING LEGA FEES a APPELLATE FEE& RESULTING FROM RATER - FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES MYOND THAT 9 I I 0 11.1 ,Vm.H r, CALLED FOR a, LOCAL STAI A 1�ill C011n & "OR DEVIATIOMS OF �S PLAN III 13' EXCEPT AS EXPRESSLY PROVI"D HEREIN, No ADDITIONAL CEWTIFICATIONS OR AFFIRMAFIOW APE INTENDED - il e IS- ALAItRATION ADDITIONS ORCTITHIERMARKTINGSTOTHISOCICUMENT ARE NOT PrPMITTrO AND MAUD TE THIS OPRITIPICATION C I I 11- PANELS SHALLSEP MANeNTLY LABELED WITH AMIN IMUM OF (1) LAD EL I -9 F I L A " ERICAN SHUTTERS ADD GLASS nT PA BEACH' FL I II-11111111 5 20' , TA5 402 A TAS 203 3F, CIA rRocucr AP PKOVAL NUM MR �� 1 20-31 VISIT I 0 , a 1�- , ". Z'A T �1-1!1'111--I,�,:�v�l 1-11 --- . I! - , cl- 11" ..'�tgigRh%w�Go�0% 0 . . . I � ,AI,,N.0T -'It , - 'K. - � � ---�; - -r It �- i �-a 2toll D 094" 1:7--2 9w,- -2 250" -1 7 " . U . 1,I ,. , 2 250 - 0.060. . T-F-- " ,. 0�750" gj je � 0 I.,* III I � -0,094] 09 � �, '.. z �� I r��flr 625. 1 �- ' 990' I "' I - . . ' DEC 0 07, - 'a -"a 'P 4' E ") "" � , . --4-,. ---i 0 125 i � - I �� - �, I I, ' . t6D� 1 I It, § 'T O ,. . I - -.. 18 CA - -�' l � ,094" � � �.Ilre.j TYR - § TYP 14 094' L 0062 - .094" I" - ,; =ii�2 . p- 91 062' 1 - D` . I . --- 6�1 I �tqD 2'. Grat � ,j I. � I . IT -0 3 0 6 _ 250 1 - I 930" - - 1 ro-.21 - q - -D.06 ", 1 '�.062- - -j I -A TO I 000. J 030- - 2.000 7(162", 2501" -4 2.aomw -j 2 Doc'. �- Ty2PS IT ,xli _�., I, U, - - 7020 I W> V R I 412 . �Ll 0-1� om-w- @ BUILD -OUT -Ur HEADER �D� ektm-� 19)� 'cl 11 - \\EV - 6- � I - ON I I-- - �- -� 1.560, - 3.-W" MAY 7 0 313 , �! Id �955* 0.19 - � ` aih5l- LEI , 4i;, 0350" R 1 3:: S V 12.500" PANEL COVER4 GE- I- ( . zi F . .. F1 oo?�� I "' TO . - - � r-1-rTf E - - I, 0 L��S I- 111.11611,r.4110 0.376, 1 �� I E ,IS . ;� -o" .� ' - So. � � ,a I., t "� 14.875' PANEL LENG1 1 1 :. i� . I - , -aa-Im _; - IF "�F-T g %Y10, �&,,, G� , GSS* , OZ T�:� 0090., 7 -oogo- - ,. �,D. - 3D5"J -(;r T - -�� i7, - -=a Z��- ,, � It ", 13s" `1 1,` TIP Typ , I C.) RAUD-OUT 'P, TRACK EIDELIT 0,957. " I &r-agL &I �- "L (0`�� (,) EEM19LI P2!V � � - � 0 376' P1 F I�S� 0 * -, Z ..�.,;"YSTII � I . -- - � � a /`�T.�1111 1� *X R � ." - - - 1. I � tl7�-- D-M-'IoN 11 T-�_, �r U,----- & I, ,,� I— . LI-I .", --- - ;, � "TE , I _ I �. . r � - " ifr._ I__.- EfR.D L ,:x'. ft r & " _ , - 'I , CUP� � I , I ill � LOGO, I - ,�, Lt'!-`,� � T: 8 � '! I - ---\ /-\-/-\\-2 1. -.1 ,I III1,1.1 Thjjj 3 -1 4' MAX -OVIII�CORIJERCLOPI DETAIL 1 _j � //- 25' MAY. .1%,:C � - t I " A OAOEIJ'� �:L . 1 "a :, .: � -\ 1--� �^ZS'MAV. P t MAX I .- ,� . -/� I/ , - -�71; I,.:- - I - cc ."n.. I I /� -,� 1�1-1 t-�T I � �r -I I I �1 I 11! " LU , `1- I -I,., I I 1-11, "I III �111-1 I I 11.111L�1111c,,T` , -.�' �. I T1 I . , . , I i I , ��,,4,11 -.11 ,�X\ I � 7 - I r ,rlr - 10001 :� �S'l " �%- 11,0i.l -1, ', ,� , - , .. I -1 I a. 190 " ` I ,�- - - -1-1 On � i �7 -, 4i -- � L Co.. T:y C-/ I ' \ , . ..... 1 - " I ,�,�- I j N . " 4 ,,:z �1, . , , , . \ , � , "'. " - �", -�� ", - = � , . , / ,ill. 1, " " � � Z� . EMETED I - \--2 1 - �, l01 ,1I,- 11F.1Il.�I.E-,-,: -� a-, 5 - LOGO � liffil I --- I I -E� - -/ _ 1.SD(r M21 I �, ', '," �� _ 1 ID(r I � I I I � - ' z - � ' . , . 11 OVERLAP 3.02D . . � �.; . 1. ... : Z , '1111111 4 1 -1.11-Ilt" ..l.", V,,1�.w-'.1 25" MAl, (D-Z.T -�--- I— 111- _ � � ,�/ � . . . . . MIN ; , T I " 1.500 � �!, ,�., .. - 11 I � , -11-.11=1111 I Isillig - , -, "i"L�l",�,l" 14' MAX� - MIN �: I. - 11 I I It, - L ...1-1 q loaT Xztlzl�., " , � 1.,--. I I.- I— �RNEA WSURF DEEM I ' 7 ' IAINI.I�i-., �, - �, 171,�,,, -r�7'1r�,)l --- I I I A EMBED " T � ! ' " I,' .-I'l- 11 i A I I I ,rHoUNTCL,lsURED,TAIL 0 , - ,,- - ,r 613#1111 9R -11.-� (D a) = 0) -M -Cu !�,- a) -6-0 a) I- (1) 0 I- 0- r- -I.- = -0 0 (1) = CL CU 0 -0 11.- a- - -a-4.- 0 (1) - U) (1) -= (1) -0 OL- 0 ` -0 -= _a c 0 C: C1 - = -2 ,a) �: CC C 0 0 :=; LL ,,.*- 0 co > . C/) W W L- -1-` C0 2 Q- iE � CU -0 ,.p PC - s (1) C:)- < f=10 < Z Z W mi in -1- C%4 C=2 f<� C. " , 1\ , E C44 / -= := Cu -= :. LIJ '11-PP CD " - CM .5 I=" r- C= >- -< ,; CIL. = M C.j Q M -1= CM >F: --; L- = CIL. .!2 cc 4= - "' -,, � -M ,,, -4C - CIPT �i �:: .!! Cl) CO CL a, :!:- . - E C= >, W - �5 P<= = U - - 3: M -r, 3: W -= .RiTer - ;- tj Cut - . = a, = . i;: = . T >, ill -a - = E .!E = Ci- U - C3 - F.-HIPPI. , ,.% 114, . I-- hlitit I 1�1-11111-11�Zll,,,;F- "` =77, T � TEE "`, 1. .11. .1, , ;��-IY -1 ,- .-I.. V�%..,,1-- �,�Ilt��, I-,. 1-11 1.11 I. 1 �� I MINIMUM ALLOWABLE SPAN SCHEDULE I L � , . . I. I- - . , I 1:11, .1-L-1- - I -e- - I-' ,I,, . -.1 � , - I ry . -� '-.-' ANCHOR SPACING SCHEDULE: I f!-- 111111.1.1 :C,��Tl.:" I -:117 -.1 -� (f����� , - - - III: I- �&P. , -, I . '. L 'III I /11 En" I- �,l .. ': 1 24 GAUGE PANELS, PAINEL-FASTENERS 9 12 S' O C �-. 1 "40" W I I - - " / - , , TOP MOUNT ";�z I .I - . � ,, I—_ :�� I - " ! Ell fg - - I .. � W, 1`1� � . 4 2 T TV", - -111- . i v; 4 .2 . I . / �� N - I ,n T 5 15 , I i t i �0 rti 1�0 N . . 1 ,3 -. It It 2.5" MDGE DISTANCE - - . ,I L � 1 eib#".�l tF is. ,n . ,I e � L" I a.. / / ,,I-,.'1, '. '. Ij A � I 4 i , 314 Plit DISTANCE W I'- F-1 I I , L - , , . / " ,," I 1� ALLOWABLE PANEL SPAN & GLASS 4. �L I � '*A 8.4 SPM UP I. .'-G' SPAN UP To V-S' 9. UP 1. 101-I.- I AN III -It .,-O. I -I. ". IT,., �11 ,I ,I, "I 11�1t� . 'm I TI I . L �l I I " , � . � " A ,,, . IS ! I � 1- ` 1 a- I, , X 0.516M - - .--a . lil 1� . . . . I , �E - I 9 wt , -� -.0. "Olul."*. COMM TYPIE C-M Tvix c0l "Pt j. �' ANCHOR - -z -� i - - I - A-11 SEPARATION SCHEDULE: 1W HoluITH 0 01 01 -Ir Ir ,� h � � ,,. Tvrpg A; , I I " [:��, , .) "@ ),Tj I'M . T - 91.4"0 -U, "..., O' IF 0' 23� 21 W 22' 21 O' 21 2r Is' .' - - 16C.- 10. . I EASE. 33 L2.511 16.01, 160, 3 0,9' 12 5' 16,0:' 16.0' Is" 12. S' 16.0- 16.01, 6.71, .. 1 Z4 GAUGE FALIELS F l'S a ,U0 "asair - -?- .,� - lir- to -i WISP . 1314' DIM, V IZ15" 16 V' "' 9.9 IL.5 - ""' , I , LL; I� i ' I ---, , I r . ., I - ;.- 11 - --- -- .1 - 11! 12. 5' MCI' 1 LA' 8.0-1 12, - - , . - > " g 2 7r 21 25, � a 2, 23' DMAIT UTF�ol .X .MI -ILL IGA S.2 SA 125 16.0' 9.1' 5.5* ,.. " 0 ISIT. - . a-, an-, , q - - - --- - - - -- - - 3 INS a a- Ah,* 23- 73' ZY It- 3T 31- IT- 3W ZY' W I I' 33' � .2 �o I-- 6,91 I2 S11 IS all T1 S.. LI iii le 0� - 5 ... . -Ir'l � � : I ,, It- .1 I V 160, IS., V 12 1 6 �, r2T 1. a 11I .. Y 1 i "INiMUM SVIRM FANI, �j t AflATI(1N4Pi,M f.jAtt', I.I Buiwow, r T,scl, 2A'* .14" 24� ICY' AIi' ST 19 Ar 24 48' 39 53- 0 48 12.5- Ii.0 16.0- 5- 12,5' 16.0 il 11 :11-1 - � -- � - - 411 1 ; �,: "A': .I- A.,- 1,,,, LED" A. _' 1447 r 6�� 12 F& 154V 14b7 64 Powl 1 554 -aj!L 1540#1 S.3" I- S.V i2j MI" &I" , SE L2 1, is a* 16.0, �- . V 16 0" %A ,' s.a- 12s, A U, i.", 60" , I I , _-m- 0 : � 1 IlIV111.1VINDICIN"IF111MIUM 1A1I:I;l 2 .1 - - - (D _= 11� - � M. ""Ii, � 4. � 1. .. ; 11- A I � , ,o . Ill i '�� -W 3V ---- it liz- ..... 16.0', &I" L, 0 1 -1 - -, ". i - I . i N t . - i ,I � y 1. IZ I2 51 IS .I. A I" I- .�S- 1.0- 14 14+ flow L2 T. ,r_.- L4 E a', 1612 1111 a , I t A . ., V T17 ! 4 11H I - I � T �- -� I - Stoll Arch, 11VIII MiXIIAL I . I .- . - . . I .- . 22, 29- I" 3i' o - 12.57 16.0" 8.1" 5�4' 11,5' 15.0 8.1" 5.4' 12.5 * - 16.0' &I" 10 . 11. -- - - - it, . 1, � I - I+ I i Ti,t. , -1-Flu", 33 lk D. 13 4'. - _ -I, � 1: T I III . 3i MAXIMUM 9 '30" Wf E DMAT ,Tx,C.N 12.5" 16 a' ISO" 16 U* I215" AS IT' IS.D*' L2 ." 12 li" I I Il I L Ur CNIM 33 1215 16.0 16.0" I" 12.5- !!LL 1241k4 1, ob 12 S, 16.0, 10.8, 6.2, in . -, � I r DPA13 W." ' 2.' 49' 57 - U 7 'U" H.A., H., - - - - - - -20, 9.6- wt>00 StREW 42 L23" 36.0" 14.1" I" 12, 5" 16.0" 9.7" 5.6" I, 'r. ,,, " 3 -!; -2- - 12 -- 16D:. 9,:, 5,614 1 -T-Ir-T -1 6 Ti 11 I -1 ..USSURi 0 .6 a7p 10 W 14.9t' 11 9" 1Z V 1. O" ` '� ", IS .. �L S" 9 5'r ?;,-, I � 0 - . - PET . `!� !,�,� , I � N It ,,,,.I I T`t1AN 30 A80Vt:.,RAV1 HAA III A!PCIVt �AAL,f 'F� -mi. T, , � 48 1.2.5" LEO' IZ.0' ) ,5 - 0 11 -11 � s3 E�- 11-Ti.: - .11 � ,�' L�) _in . �2 12 F 16-6.3is.. 177TY.S. IaLn" .I.%, 0.51 .2!I1 TO a" ii 9-1 95., D3113VVVIVI� 1Z ,I T LED, "T" I Ll L. 5S � - �, ol � - � � � i ST I I" 33' 7 � 11--- , I -- -1� -- E - I� -, IR I - � As' '6 " 2 11.9', 9.51' 1145" is am 11;9" P 5- C, "t - 11. - - " I " g � W - - � ,. W, 9: IL j - 1451.1ii ko,WABLI I 1W TALI Al $QW IFS'l Hi FAI I A TKIN� 'IRFATFR *-- N- B' Ir 21, X* 11 . 1. - 1� +1 la�S` 46.0,116 ,. I "" I - I _ _ 7 2_ IS I I. - ��;.-. , - - - - I I ,_ 2" I I . A, .. 3� - I E� . n 2 U ir . .* t - - � I \o ." A . . , !,I , . It "' t- - 6,V .- IT, "I . _, &I 33' W + M/.. -'I 3� 117" 13.4�' 32 S" 15 It" 14 O' il,9" ?2 IZ-51 14-01 9.61, 5. 12.T1 L5 916-1 SE - - I - 0.2. AM . M - I . . ; � . 11 - -III IZIP 16.0 17 gn - ., I ."�L�"�,",I,"��' '111�-.�,I',,.� 11, �-FTIIII ll'--l- I 0 1 .. - - I&CY. IS.&, ILLT, IS al. 17 , S., 1 jo.7-,. � -- -ff-- -5 I I,) I- � . Ill— :�,, I-Il'-""""4��.,:?���,,�'I'll�i, , In ,; � . - � I. 4�17T -� F� 41 12 51 id.9 -61, DIV 12 9.0p 12.5 Ln , " -1 i I I 1AICAUVIFASS 41 5- IMZ�131.3' 12 5" 16.0' 1 9.2' -�= 12.5' r- I � ./ ,t1l I At ll:� 1, 06,�, 7t �-�' .' (A � 48 > � '7 "I - ` LI.-I. 11- 1.11.1 .1E.117 ,, � '12 5 11, ", � 1. 1 7� L - ':�"��It,'-. �P I� �I�A.rll !"ItYPI1 , .� ' 2 T 160,156, 13.T 12 T 160' 12-5, IA6 t2 5 16 D IZ 5 106 I jo�ll�� A2�5�L ItS�0�1 12 S'� io�j�� * _. 41 12, V %6.0" 1 9.1" . 12 V, '0 I ". "I - ' ,� --- � � , 45 1 110. It 1 6 01, L. 1, TU:, � 1111 11111-1- ..", 5 - * *= 52 &9' 1�4'- 12.T' 1.2.5-� LED" Mr I ' . 5Z I , al. L - � 0 1 ,� / I "c"""I.-11- 2� ., 11�II'., C-9 L! PI 12.57 16.0, 12.5, 10.1, 12.5, 15o IL5 IDA" 12.5 U 0 il 5 10.6, 72 i,E�51: 9' -I" 'L I . 11 � "I :� So �I ,,�,,, 1 60H,n I '16", I IT , - S, � I, ,�: E I .� tl�c 1AW I � I .,`r,`Z'i" �,��.':` . . , :: - C" F ,�I ,11'111111 F-1111114111111.11 o- I �I-.All . 1 33 .2 ty' IS U. �Tt urD` 12 S"' IS a" 16.01 1,V1 11 S., I If I 5ity. ININED I) - - I :MU`� - a in V, , ` I �-U .. Mo. I i2. 5'. 14C.- Is 12� 155� L-6 TP.- 5�" -12f. . 1- - �� I 15 11 . 1. I I � ,YTT- �, I - . ;-I .7,11 '111 �:" '. 17r11' ` .� "'" "�' In S -.1 :11-. �,.',.11"., 41 i2311 16.0'. mo 15.7" 11,41 12.5" 16.0- P, I ?I P-, 41 12 71 I, , I . IT . l- D25V 0 -- = L z. -�l I " 24.L" 12 V 28 13" to .1 Ili, 000 605-C St S. I . 1-111" - Z � �A � ... ", ' w, H., � I L , ., ��l, ,.Il- - 1 -- - -)& F�tr �11 i - � I - I., - : 11-11 ., a., - � a Ce' 15 W' 2-112 V 75.3 ,, 46 2 �250 Z L� ., ly-� ! ll " 0 " V.,, 1 6 III,, " ;j ,,, - 7-I'L. " ' f ' ' ;". ""' P3 `; "" I—— : ""!.- < r !,< S 125' IS0" 16.0' 16D 15-.S� 16+0' 15,5+ Ill 5 6.251, 6, ,,51- - I � % 0- - - zL � . I I N`.L1 �;M i . , . "I < 9 : In A a; 2 ,I " L ,� *0 0111. -. "t-I -1 I , �. la's.. 4 aly, 6 IT. e 0- . . � " ,,, -.11 It ,; 7.1 '. U -4 ,, 'x "! ILr, I A� I 2; 0,,, i I, 13',, - ac 8 G� - � 15 it I � I I , - , , &:�-�� 1 - - -- - -- - - - -- - - --- - - '--- - - .1181,, -- -- � If i 2.5" EDGE DISTANCE -;, IT: /, , I I. , -, " - qo� W0141 -4 EA A, I 1 70 -- . - 7 - --- - 72 W I I �11 44'-11 - /, I .,',' �� � `P',;,, T SCOTION t0111 - a 2 10, ; - 11.1,�l ii I- - I Ili W 9 ip �! a I, I I � __ . 2 - - - , ..�- ,2r. LL'.II .,� - �- � .. I A 5 I I I �: N g 9 I 1) . I . .. � I - ,It ' .- ;,;� < -j11l1. 11 _uU, 11 ' . -,- ," - - I ., � , I , � it N 1 I ,; ! I I I , .� '. ,..,-r� L: I .I- 11 ':' .lot"I'll .I : `;,� � OALLLI� 5 ,..n. 40a ANCHOR NOTES: ...t ,- ,--or, - .ZV ,,- - r-,TN:<P,(-- - �-' ", -- A 10- It-, I-- �' I ILII :-I- 1W. = . A, �:. = , . 3 .1av, I'll, = :z , " , "I, , �3, --" , * , T` ` - "' I �1� �t , -` I , -7 ��' "' 'I"' ""' 7 - I I Ill I T_" ) F, " - I I -1. 7 1 , -, I I T,7 ! I "l,, 7 � 1-111�1,�'- , _. _ I � " _ _ S,_ I , �; , . ,I A 12. 5" 6O.' ItA --L- 1 215' 1 i.0 10.5, a 5 If T� 14 c.. " L" 7.3- ,L9" 0 4.7 * - - - " '� El 4�11' � 7 - � - - TV ;1j -"�-� -"ll, .I - , , � " (",.E. " I.,. -."'.. - I'll I "", :1 --l . j, I I I i IN Ln . , i 9 �, � .-.. a--- I IINCHOR GOHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES V) � I 1 1 - - , ,, l�� � ,, - � I "It-, 11 "I". "I 11 11I. -- - 2z � - - '= I� - - - I - - . 1111 111 -1 - .,-. - "I 34 1 N"t`3 , Z , - I ,.,. 73 MAXIMUM ALLOWABLE ANCHOR SPACING MA41 HUM ALLOWABLE SPANS AND PRMU RES INDICATED -"-, ,, - .9. SPAN SCHEDULE NOTES: --to-- - = 0 ,1,fii , � !�, 1 ,so' 1 ,OI �W , �V; ,��4 1 1 - f I/. �2 vp "' V "'� NCHUR SCHEDULE HASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE I 0 ��- ji� � - i, ��!!, - ,," I I EN�. SPAN SCHEDULES WITH NEGATIVE - W 1111-- i K - 1111.1111 41 LZ SL 13 7' IN SPAN SCHEDULE SHALL APPLY 8 I , I // I " ENTER j . ESIG LOAD & PANEL FASTENER SPACING TO `.T-u- . ,_ DI. . 11 I ,-,. -QUAL TO MEG - � � a,,.' -W -1 , k'� I. iTI: -1.1111n. �2 N W 2 32 6.29, 1 -1 - I`PI I 'IM ., - 9 z, C) ) 49 IV MATERIAL, S ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN CIR C .ATIVE DE516N � 11'..I.; L� � - � /- ! '�' , -T!`,�.�. "L,.,,� , . , 8 - I i C) 0 --- 6 . -� LOAD ON SHUTT ER AND SELECT SPAN GREAT ER T MAN OR EQUAL TO S H ITT ER SPAN. 5 ELECT f OD =3 I.- I-!;,-,-. 11 " ETERMINE MAXIMUM ALLOWABLE STORM PANEL .�� .--- .- - . '. �� ILLJ SPAN -1111:11111 15 ACCEPTABLE 1011 USE WITH LLI 9 �. it- mi . _� - CONOTTION (SEE MOUNTING ALL 0 . . I I ,,, -/ ..I I.- I -. X I 1 POSITIVE LOADS LESS THAN OR EQUAL TO ,V-10 � --2 X: I ?Z - CONNECTION TYPE BASED ON APPROPRIATE MOUNTING I. DET 5 N X: I c- -0 - I. I -1,11 , V., ,t:t! A , 1. ,It, (I ,I I , � , I - ,,, HAF,, 3� - I ", - ;* It" � .1, - -:, , ,,� . I -,.Tt;�� IT � L I � 11tI � �� S-S TAJcPW 41 ALEL .11. 6,25' 10,7-� 4 .� - .. �. I �, . 11. - ,:,. ��, .1p �- 2 PANEL FAST ;111 � , !4 O' I S UODED ANGLE. ETC I USE 6 � CLC PANEL FASTENER SPACING TABLE VALUES FOR d L- I - 0 " I ,,, '111- I - I - 11 r ,� � __j L:2 - ENFFS ARE STUDS IJSEO Ili V1, - 11, 7�.��I, I I .11.1%11 1�i.t`c,4*�11 1 -j c 8 - . � I �. -1 . I / I aip�ll I - � ON)UNCTION WITH ALL MOUNTING DTFOSIONS 0 -j AS 511 &E5 Lu , -- M,,. AN - " ' C. 'U'-HEACERS (INCLUDING BUT " , 'A ,00 11 �&. .1. 5Z tiP2T ItY 6.25� 10.� 4.0' ALL TRACK, LDOU7 rONDInONS) �" 1 ;� . ' TRACk. STOODED Ali -,N, C ) USE 6 1 1 -� L -1. a--- ?Z 4�57 . . " 40,7" 4.1' 4 CY 6.25' L0.7' 4.4" 4.0" 4 AN PSGHALLSE INSTALLED IN AOCORDANCE WITH KANUFAI-TIURERS'TIFCC)MMENDATIONS, � � I - 4 .. -owl-WAA, 0("( AANELFASTENE- SPA LE ABLE VALUNS, FOR 1! - - - - :1 - -- , CIO o- ., I - - -.% I 1. S V 11 l7 , I I' I It, 1-111 33 - _U -Ar ,.a. �. I-- A,L V L "I" W . ` 1.11 42 11 ,Sol 8`1 f., 54 1 ALI 'H' AND -O' .EADEPS INCLUDING BUILD OUT 6. 6 HOLJLOW BLOCK HOST STRI URE SHA U. CONFORM TO A5TM C90 BLOCK. 7 , " I I i I' I � AUL MITTS so it 0 so �L 12.57 16400 iLY44 RI ' IZ.5 .... 6. 7,81, MI 1251 16.0' ?.8' 6.3p MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. , - ,-. I I _ 1* , �10 " all I I - L, : . � ��,,':�,� - --At- 61 I . � CINDITIOES) , I " - 9.7- - 12,5" 160� - - - 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, ERICK, AND OTHER WALL I , , . ... .1 � 3 LINEAR INTERPOLATION BETWEEN LOADS IS 49 i2.S iti,V 7.6 7.7" 6.2" 12.5' 16.0" 7.2 6,2, " MAX OR SHALL HE VERIFIED BY OTHE TO ,�, " 16.04' ' FINISHES WALL FINISHES SHALL BE LIMITED TO 1/4 RUS , 1--kl-, I A ,I, I I -1111� I 11. I I, 0 11 IT I 1. I � L�I� It— - --" - :- I d . ,,, :1 ,,1 MIS 1 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD, ov - �'�.,, IYA I * * 5Z 12.5 16.0' 8.9" 7.2" 1 I. 5 "" 16.04' 7 7' 6.2 12.5 .0 73' 2 0 8 ; I 0 0) 11 �, I '. I f I - ,I �- " klr- - -4- : - 40 , 7. / , ' , NIIIL? At: 1-11 ' P", III . .. � - I ,, -= , I - I,--- ' 111-, i'611 9! IT I , U. 14- - 33 iz S" 16.0" 0.4" S.9" 6.23" It,- 4.� 4.1" 3.7" - EY TING$ CTURE IS WOW FRAMING, EXISTING CONDITIONS MAY VARY. FIELD 9 0 - ---r- - R�4 I .All t� GLASS SEPARATION NOTES: 1� r I_ - - " - 1� WHERE TRU I " 'I 1. .11 -=Al! 'Ll r12,77 13.4 5.2 4.W X,25 9.3 3.6' � 0, i A LJ L -- � I .. 48 21 M170 444 � 3.5 I 51 � VEFUFYTHIATFA ENERS ARE INIOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING I CIO I I ��;;. ,1� 6 Z,': . I , r�,�� il�,i -,�-t I% . � i� - it I . ..",,I., I .,V1, � 11 . . - , TO PLYWOOD IS ACCEPTABLE ONLY FOR SLIDE CLOSURE PIECES. , � -C. w - TIP , 0 --"-] 10 WHERE ANCHORS FASTEN TO NARROW WE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN - - BL t I IME TER SPAN SC;4EDUI.E WITH POSITIVE DESIGN LOAD TO DETERMINE , I= - H .",o 7 1 ;,�;.,�,,�'.'�, ." 9 MIN UM ALLOWABLE SEPAPATION FROM 11 OPENING TO BE PROTECTED I f 1 7 10 N � * ,,Z I " 11111-� - - I ., - - , I , �.--2 1. V 4.�' 1 .' E,2S' 0 V' 3 �' - - Il"I - I . � "i- - ffF i iNTZ SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOALIS ONLY L "I,-"- - I ll .I. 1 5.IV E Z.. M M CENTER OF NOMINAL 2" X 4" (1411N.) WOOD STUD (Y4" EDGE DISTANCE 15 ACCEPTA13LE FOR WOOL) '\O �, ,vT'EP - .1 . I :I,� I 1- I ; - 2 -1 - 1-1 L - ".1t,1'.1" .M., I y 0 1 t . ._ 2" 1 In -. � ..'s I �.. .�, I 1! . RPOLATION BETWEEN LOADS IS ACCEPIrABI-EL OTHERWISE USE NE,IT .1�.EP , I .1 Kil j S, ; � 0 ill � FRAMING). WOOD STUD SHALL BE �SoUrHERLTN PINE' G -0 55 OR GREATER DENSITY. LAG SCIREW I " I , U,lV_-_`1.l4;z .. W. 111:1 � LOAD ,tl- '�' -AZ.11 - SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD. TUE. ll� � " ' " " W;' Ut � ,:, I � 3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL / ling' I if � it REMOVABLE ANIOLONTEEI ARE DEWALTPANELMATE,ALL,POWTSSaJD-SET&BRA-.nW5HING 11 -,"', - 'L � - F, ,,- I Allow � 12 MACHICNE 9--REWS SHALJ HAJE I/'- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE h N Nonli, . H, -1; "'l, . , -1? � '' I , IZ1.11"':'1�111111 -�`I AN AND MAY HAVE ErTHEP A PAN HEW, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) I) N 0 � :,:.D�4 IT- SCHEDULE IS NOT REQUIRED AND No MINIMUM SEPARATION FROM THE Ill ..1,,T'L. 11-1--p I Z-.��7777 � 20-31543 . MOTECTE0 OPENINn IS REQUIRED -, �'-,�"�!- -t '"I"It'i .",' 20-31543 13 04MORRUMUM EMBEDMENT AND EDGE, DISTANCE EXCLUDE- STUCCO OR OTHER WALL FINISHES p I/ 1, �, n-, - j , ., , r rAI 14 G CONOT 20-31543 q I . ,,-`;, �' M V, :""I' i Im I- �- O'- .- C�l -1i';7!l' 1�7, I ill - FACILITIES IN ASIR WIND ZONES I THROUGH 3 THE GLASS SEPARATION - W P, T I , � , . " , I =3 � . " -�-- -,-----I - I DE51 NATES ANCHOR TIONS WHICH AV NOT ACCEPTABLE USES - . . . I "I i "I'L � '-�'� * I I - . , 1 I " ,I - IL-� I"t! !", 40, IS = DIRECT MOUNTING CDEJOITIONS ,,, " ---- I- � ', L - v AM-. I L , (�PISOTTOMCLcOURE-D-1PI, Ut U NEAR INTERPOLATION 15 NOT PMMrrTEC- ". USE WITH ME ANCHiOR SCHEDULES L.ISTED ON < .Ill 7- � I - . I � �� '�`, L � THIS SHEET Z 1. I- " � L " , ,,, _ - IT ,'I- 1-111 -1-1 . � 1A II-L " I � - ONAL INTERIOR FASTENING DETAIL FASTENING 7 , I! 11 Ittlifl. I— ..I., I � I— I! Q ET-1 � ;Z .� i -F)'HxH: I ...... I- J I L 11 TY Al Z �3 � --Lf I -- ;1�1 - e";lt, �' " 78 � 7751 tt.�', .l, 7 III I 9 -- L.-III-1- .";� "/��/ �,. �I ��t PTIQNAL EGRESS PANEL DETAIL ,.T,.IC. -./ s I .0 < -j I I I CL SHEET NO. SH 1.5 t- 1 L ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRIG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh, Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FIG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES ILMENNAR�� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. 1 � 0 M 2 Q Oi N to � U 3 3 � tn ecu 23 N 23 tV o .'. "— t Q 1 M 0 N cfl N �F fry, o ,��,gT,1h3C?r;F7 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 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