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HomeMy WebLinkAbout36379 Well Hill WayN i v J d- D N d=- 0 0 0 2 N a 0 0 a 7 I V J Q N V D 0 0 N O 0 D O I 7 N n 3 n 0 0 vn 0 0 2 n D 0 a E N E 0 v i 0 0 v 0 J a� N D N n n v 0 i N V kf N kf 3 g `n 0 0 n 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 Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. 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 FIR 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 BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, 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 SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. 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 Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SO 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 DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical CIA 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 I 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 W/C 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 Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG 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 Nno El 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT - 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 I FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL 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. e•'s N 0 coo r as �o > W os �vN Uc O CR 3a:d Cu i T = S 9 �r klj a<4:lai$trr Ya C {e y� xa 0 `.1 �:e p e gQS� c0 CJ UJ 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. W E S 0 N 0 a tl! v # " C0 � LL In J a V w n. Z O o 3, W c � m W Z N Cl) Z a J ZO U W ❑ ❑ M � Z N M o o z Q � a J — In z C o a--+ c� w � m V O w o N r N W INSw � U o N 0 li CD JZ w Mv J � < � U_ CB CD-p E V zip of w= >m Zo a ry z® oa F_ ro 0 o = Ea a1 wZ Fes- s... wo �O cn � < z 4�� o W 0 f°o Z r Z OO J m a w �Z co 3 ¢w o� oLL go dz C N W m <& o- =� J �O w¢ �F a0 zIa Up > M .=_I rn m m (7 co CD T 'T^^ �J C)' U) m 3 N L1') O O .Q a) LO N Q M N r CD L!) a ce) T— iri Ln o Z M Z E r ayi M U J Q ❑ J JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. _T1 0 M o 60 CV A. 0� O o q DW M M KITCHEN MIRROR 0 00 O. BATH KITCHEN 0 0 M INTERIOR DETAILS_ NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW I MIRROR l SHWR. SHWR. VARIES CURTAIN HEAD ROD p 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR � ON BATHROOM WALL MEDICINE i00 i VALVES e O CABINET TOILET PAPER ° O SOF DIS I HOLDER - in O O L a u- 4 M O M M M M N T U B FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY Is BATHROOM 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT c BRACKET 36" H BASE U FINISHED CABINETS 0 COUNTER TOP 30" H BASE o `O 60 4 CABINETS oo - oo UL SIN r O 2x }t}l in 80 FRAMING- 1/2" GYP N `o u I? BOARD FIN. F R. FIN. FLR. SHELVING x ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" AC PAD 1. I. 3'-9" HB I I �I -NOOK `-"" 8'-8" FLAT CLG. - o TILE I TM ..I.. y _ II i a O Z � � o I I r1N O _ Iz a I ��-11- U5 11'-8" LANAI 8'-0" FLAT CLG. AFF 12'-4" FAMILY 8'-8" FLAT CLG. CARPET 1'-4" fn LJ N 1'-4"X1'-4" "L" SHAPE CMU COLUMN � =1 I 0 N CV 60 4 KCITCFfj� F- J _ 8'-8" FLAT CLG. 1'-0" TILE TYP. @ 2 F�. FLOOR G.T. STORY. SEE - -R-JJ/S6@ --F,STEM WALL N STUD w/ (3) DINING ■ 2 STUDS w/ (3) 16d 1 GG NAILS @ BASE 8'-8" FLAT CLG. Im - S3 OP CARPET TYF0 zo Ip 4'41" 3'-3" 42" H 1/2 WALL = OR RAILING PER o L0 M --- - SPECS --FLOOR G.T.------- ■ _ - I— I� (3) 2x4 #2 SPF ■ U IOU TNAILS@BASE STUDS w/ (3) 16d ,J H1 SW EXTERIOR WALL J 3, 7'-24 4'-0" 1 6'-74 W/ 2x4 WALL Z w PAD OUT a W'H' 1T-10" 1C Q J U BUILDER TO EDGE OF SLAB 2" - PROVIDE APPLIANCE D BEYOND WALL } 0� PROTECTION WHEN J U Y- 1,- U - REQUIRED PER FBC NOTE: FINISHED WALLS 00 0w - TO BE FLUSH. FIELD 0o 2: > w ------ 8'-8"CLG. A.F.F. t G.T. VERIFY_------ .. < 8'-0" CLG. A.F.F. — — — — — — — — — — — — — — — 0 w w o 0 W Z Jr---_�� 00 = 0 m� :' GARAGE o �L_-__ATTIC � Jui > �: J W TYP. @ SINGLE o STORY q (SEE AA/S3 FOR S3 STEM OPT.) cor - - - - - - - - - - - - - - - - - --- --------------- I I I I I I I I I I K I I I I S4 TYP. @ q HB I GARAGE I I I O I rJ --------------------- 16070 OVERHEAD DOOR 16'-0" 101 All 00 I ID I Cl) I I � I I � I ENTRY -0" FLAT CLG. AFF L------n 1'-4"X1'4" "L" [\- SHAPE CMU 4'-4" 11'4" COLUMN I fP HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W1 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 H$ (2) - 1 3/4" X 7 1/4" 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" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 Cab 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 20 X 26 18' X 25' S.H. 13 20X388 18 X374 S.H. 14 20 X 50 8 18 1 X 50 S.H. 15 20 X 63 18 1 X 62' S.H. 16 20X72 182X71 S.H. 1H2 271/4X26 26X2521 S.H. 11-13 271/4X381 26x373 S.H. 1 H4 27,1 X 50' 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 a X 26 36 ' X 25 1/2 S.H. 23 37 a X 38 a 36 z X 37 3/4 S.H. 24 37 3 X 50' 36 1 X 50 S.H. 25 37 a X 63 361 X 62 1/2 S.H. 26 37 n X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 2'X 25 2 S.H. 33 54 X 38 3 521 X 37 a S.H. 34 54 X 50 8 5212 X 50 S.H. 35 54 X 63 52 1 X 62 2 S.H. 36 54 X 72 521 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - ELEV-A Cn N o N - efl -n C'm ZZ Cu rx v • � cs as N S .SR E �o aC a$b��l�a'�� zv�o At VE' s• 'yr 44,.' 1 �� �• i�•i e.s6 S yv w �\fit 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. a W C E S N o 0o p r 0 N CJ N m J 3f M cn�r� w w H M v 33 w a a row cn Z Z ro�v o 0 0 N a' W W Z LLZ j Co CV c0 m C 02 m rn Q m (1)J 1 Z o w N < � z OU I �) W N M 0 N z � � n � r I U') M 4-" cn LU Q m U 0 Cn w c c ti06 ('6 r v> U c .., o I aj U o y Q • N �� o Jz w m M M J w O z Z Q � U— Z O .- > ry Zo � 0 I " @ O o a Q 00 0 0 N w o 0 ¢o �< O U m2 o° Z m N m ¢� G W zo o W o w � a z o w << zF ;o V OU zIa ¢ � .o > M J rn m 0 N N co r r CD o'er T Q U (n Y N CaT U') 4-0 ..L O N -0 o' N Ln � Q � aJ T co CM o M N Z Z c E T E N ra c a 0 yO Q o � JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 1.1 I rrF--- - _ r I 11 - rIi r KNEE WALL WITH 1x8 CAP &CASING OR �42" 36" 36" RAILING 3/4" PLYWOOD DECKING 16_ _ _ 15_ 14 13 12 PRE-ENJFLOOR TRUSS 11 10 1x TREAD (TYP.) - 9 3/4" PLYWOOD 1 DECKING 8 \ a 7 \ ' 1x RISERS (TYP.) - 2x6 LANDING 6 1 r` 2x4 FRAMING - \ 5 42" KNEE WALL WITH A 4 1x8 CAP & CASING OR 3 ! 36" RAILING 2 2x4 THRUST M 1 BLOCK STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING •'IN CONT. HANDRAIL GRASPABLE ABLE RETURN TO GRASPABLE RAILING WALL DETAIL - B SCALE: NTS 2x4 THRUST _ BLOCK 00 EO (3) 2x12 STRINGERS 3/4" PLYWOOD 1 D2 0(:K) DECKING TYP @ 6 2x6 LANDING i0 CORNERS (2) 25-SH D2 2x4 FRAMING I EGRESS TYP. STAIR SECTION SCALE: 1/4" = V-0" 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: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of 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 11/2 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 or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards 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 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. 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 i MIN. (3) 2x STUDS R @ END OF LANDING BELOW HDR. BEAM STANDARD (3) 2xl, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l 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 F- 3 D2 SIM. w/ (1) MSTAM36 @ BASE k(NM 1�o 1 L1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. W/ (1) MSTAM36 @ BASE 11 n' A -- O(D 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 112 33 SH D2 EXTERIOR WALLS TEMP in 4-SH CC-1 33n4,4` 668 B.F.2'-4--- 5 -6" 'cfl o 0. BA H I 1 o TEMP. GL. G ENCL. ON 42" 8'-0" FLAT C _ R/SH TILE _ - HIGH KNWL. --------- G-- o N - 48x42 - ` RECESS 12'-10" 3'-2" -0" TB T-0"`SHOWE 3 OWNER'S SUITE 8'-0" FLAT CLG CARPET 4068 B.F. Im ----- - ---- RIS T-6" 42" H 1/2 WALL OR RAILING PER SPECS 13 12 I 11 I TECH 1011 CENTER r--- D2 _ TILE TO SIM. w/ (1) 'T A F. F: MSTAM36 36" x 22" @ BASE ATTIC I C I� ACCESS 00 8'-0" F T CLG �� C; cNV is CAR T _M 2468 I O TP �--� 0 rb BEDROOM 2 14"1 8'-0" FLAT CLG CARPET 4'-8" 12'-2" MI cq LO 2668 5068 B.F. LM R/SH I WE ff 11 nN 26G 0 N 00 4-SH BEDROOM 3 N 8'-0" FLAT CLG G.T. ------------ I CARPET -- - ----- 11'-2" r 2'-4' I 11'-6" ------ G.T. - - I ----� o0 0 co o u T BEDROOM 4 8'-0" FLAT CLG I C7 CARPET I 0 I =I fnl a 10p (0L� 1/2 33 SH I H1 B 6 I 25-SH 9 5RESS1 O D2 22 D1 19'-4" 25-SH 9 EGRESS D2 H 1 >�B 25'-0" I I I I I I I I I I I I I I I I I I I I I I I--------------------------------------- D2 I I I I I I I ----------- 5'-8" U) U) 6 N w D2 TYP. @ 2 STORY.SEE JJ/S6 FOR STEMWALL OPT. 3 D2 SIM. w/ (1) MSTAM36 @ BASE SIM. w/(1) MSTAM36 @ BASE 3 D2 0 rn v 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/ 112" 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 (2) - 1 3/4" X 9 1/4" H6 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 (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 �E +26.6 / -29.1 O +26.6 / -33.5 OG SEE un"" 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 20 X 26 18 1 X 25 � S.H. 13 20X38g 18JX374 S.H. 14 20X50$ 182X50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 z S.H. 1H3 271/4X38 26x374 S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 1 X 25 1/2 S.H. 23 37 4 X 38 a 36 1 X 37 3/4 S.H. 24 37 4 X 50 a 36 1 X 50 S.H. 25 37 4 X 63 3612 X 62 1/2 S.H. 26 37 4 X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 z X 25 i S. H. 33 54 X 38 e 52 2 X 37 4 S.H. 34 54 X 50 5 52 1 X 50 S. H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 z X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-A. =.y"-1,0.. 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'-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 JR-11/R-13 KRAFT FACED (GARAGE / LIVING) e-r'7 h4 O RvV.4 V1 p W d v ex F. CU N S � E � v 6216�i6�: asv�rE54�$Yr .. ,-�,a go voi o 9 "'r.va4a•,•d'°'°•eel 4V j'`��A t 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 Engineer's signature and seal. Q v Q E U 0, g�' � 0 F4 M j ���� IN t# C J LL uUJ d Y m c 0 n y @� o W W LL Z o � CO O r��pjO' m �S M Z Q �^ N O z O U U M � (MV M V o� z Q � Q M vCD2 0 V O,L,(D V) C N N r6 �- Coo C-) 'o Q Gp Y N m �p 14® 2 o w G"M M N � sy Z ca E =o o E 0V < U U O � U O F o O O Q KZ N0 t w p 1. fn ro C:S= ¢o mO o, Zm J �� m �z � o ¢°' �z go t oQ 0 m �w �L old a 0 �O 0 I >M m 0 � N C0 (D T� � r � Cr > T Q U) a 34-1 N ca �_ O 'S coLO GA CS L O N Q CO r cfl L N M iri Ln d z Z E T N m c c a E U -1 ai ¢ p JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 1.2 a FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 T -- — 5 12- 5� T 25 SH \\\\ 25 SH 2ND FIN. FLR. \ ------ - - - >- - - ---- ---- -- - T.O.M. _ T.O.M. @ GAR. _ / ENTRY ,HDR. SCORED STUCCO BANDS I ------------ - - ------------N------------------ -- - u�ouoouu iEl 1:11:1 = E] 16070 OVERHEAD DOOR 12 \\\�5 \ SCORED STUCCO BANDS SILL DETAIL. SCALE: 3/4" = V-0" SCORED STUCCO - + BANDS EXTERIOR PLASTER ON FRAME 0 -0„ - - - - 0 o TEXTURED CEMENTITIOUS FINISH ON CMU LZ SCORED STUCCO BANDS P 101 FRONT ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 10' RIDGE HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED STUut- BAND: y 1'-6" -- I. DECO SHUTTER. SCALE: 3/4" = 1'-0" EXTERIOR PLASTER ON FRAME 25 SH I. FLR. ---- ---------- ---- T.O.M. ------ -- ---- - - ----------- - 0.M. ENTRY HDR. HGT. Q I BANDS D STU O 6 J — — — — — — — — — — — — — — — — — — — ------------------------------ ------ Z L.R= — FLASHING- --- ---- CJ / WEEP FIN. FLR. - A 35 SH TEXTURED CEMENTITIOUS FINISH ON CMU --T------ RIGHT ELEVATION - A SCALE: 1/4" = 1'-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"-V crown) staples @ 6" Q.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 cry N 0 N r a w a —J v c-4 � X L.L. �® C, a �C14� R 3 cc Cn Q _E a sory'•a Jt #i ens+y�.°Aso y i 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, W v E o 4 o } N N m - Y 0 =�o� ENO W LL a V J w Z a C a Y s o o�CC W o ��6'0� m 's± W w Z ILMZ �n N kAp ZOU W O ❑ M Z N th o g Z N Q Q v c r 13 M � z Ur bw o a--' (6 w o ° U — � O L.L1 N ZD U) ELU i U o e c U) N 0 o Jw O c*� 0 3 Y Z J O �o �� >� zo E U o� zp oa i— ro CL g U X U 00 U 0O O (� E O ¢ a a 0 Z Qo m� m J .2 ¢ a w Zz op go W co T � o WLL <� °z �- m M V d F OI¢ U .N O J > M rn 0 � N CID (0 T � r CO .-. 0 (n 3 N m —_ LO I— O a� M O -Q w N U")N Q MT (D E M M N N L o z Z E r W m c d E U Q 0 � JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 2.1 rl F C IMCnnl AC�O OLJIAInI = IAIC-TAI 1 Cn ACC MMM EXTERIOF PLASTER FRAME TEXTURES CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS IGT 2ND FIN. FLR_ O.M.—___ -IGT.— —— --I--— FLR____I__ 12 5� 12 �5 (2) 25 SH CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = 1'4' EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = V-0" T.O.M. T.O.M. L/ ENTRY DR. HGT. FLR. I 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 7116" 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 clf 0 dLU J > w 0 = CO Cj N -� On X N C= aS � _N Y 3 cz v cc 3 = � W W C= E o f®®z e00�R0 :•�aSE• m. IS U P o� �LO?��w i111111#!a$'10 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 Engineer's signature and seal. W 'z E 4 O M 8 [U N p cc W v co $ S �2 A i%i fn i' (N C) # LL �J ej CO V �i J \ c 3 � JIiLL 3 � a o- Z @ern r � a z � 1 Mom o 0 W in�pjO' m w J Z Z a co ZN OU U o co W ❑❑ Z N M 08 Z N Q � a N to U o � a—, u, LU Og I U o �y N = Cn tNls 1— � V U W in m. 8 U o N N m 14tall 0 cc, wZ M o Q U_ E zo �0 Zo Z® ca- o U a� Wtt o E Q ¢ �� Sa d ro o ¢ �z w c3 ¢z O V mo ~Z OZF Z¢ m s "m a� '<w �Z O� �o U WCIOw C T � o m OLL LL n =& a N W z� 1— o M10 w >0 " F d O¢ UU t: �c J rn m m (7 tV CID (0 r ,T^ CD A T_ CL Q U) m CN LO N O ~ —0 a)O Liz CV Q M N r M ` N U) L 6 Z M Z E r (n m 1= co a U Q cc JOB NO: 23-06108 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 PANEL CENTER 11 #14 to lights & outlets NEMA 1 DO #12 to appliances and GFI 150 AMP/ 200 AMP #10to WH #8 to Range #6 to HVAC METER MO50=2/0 r2OO=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 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 1.5" VTR III 3" VTR Bathroom 39" AFF III -ill \ I Laundry Room 36" AFF I Exterior Waterproof 12" AFF I I I Garage - general purpose 44" AFF ^ \ I Range 2" AFF I \ I 2. All trim plates and devices to be ganged, where possible. i 3. Electrical switches to be at 42" centerline above finished floor. I I \ 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National I 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 FITT- DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET 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 I--O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ,V11 EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) []B PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _mil DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED ' RECEPTACLE FOR MICROWAVE RANG HOOD PER SPECS 1113" VTR U PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL X ULIC I GFI\ ,r CV I 0 FGFIII DWI L--� \ LL :,KITCHEN' / SPEC 3 & 4 KITCHEN A/C PAD DISC. WIP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE - HOOD PER SPECS GII•I _ I I TO LIGHT AND SWITCH ABOVE NOOK LANAI ROUGH -IN OR t J OPT. CLG. FAN/ LIGHT PRE -WIRE' \ GFI SWITCH FOR 1 DISPOSAL FAMILY I PENDANT I ROUGH -IN FOR D` luc AS PER OPT. CLG. FAN/ I GFI '_ I SPECS LIGHT PRE -WIRE I o � � I( G / GFI 1 ITCHEN\ w REF LAU GFI 42" CH \ DINING t PENDANT AS PER SPECS ' 1 PWDR 1'I'I'I'IT I GFI @ 44" / — GFI @ 44" A.F.F. A.F.F, )Af.H. \ 1 I \ I — — z — '^ — — — — — — — — — — — — — — — GARAGE — — — — — — — — — — — Z O J v"_ �IGARAGE _— ASLL I L--`—�--h =JIGHT PER SPECS o / 9 w >w GARAGE --------------��d�--------------- GFI I I IRRIGATION I I GFI @ 44" 1 I I I I I I I A.F.F. I I I I I I I FOYER M� hDBENTRYGFI & GFI TO -------- I BE ALIGNED VERTICALLY I / / / COACH LIGHTS "COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / '� PER SPECS 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 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 t I I I I I I I I I I I I I I I I I I L-------------------------------------- SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-A ELEV-A ZV c� d -o J 9 W C. s cs a. �- .� R O L w O CZ N � � � as t= ffi• � r i W� M O M 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. u... �' Q o E S N O co 3 N v ® � ° ft J OD 510) L L N I.L W 3 a- a 'e Q �Mv w c L a rn Z J LL (n O = r Mo o .0 o _ W on') d m cn J - w ILW Ci N O U ❑❑❑ W U 065 0 Z N z o � Q QCl- J t- _ z LL Q) �- UI W U 0 V) �V) „-, g ws U W J r— — E 3 mIW I e = � ai z. U N Cl) �® P o M M J � Q Z w Z Q LL ce E z o 0 z o 4 ry o U 0 wz zo oa ca ro �� 00 c E 4 ao 0 0 -Z m wo �H C ¢o �m°� pi mo Z4- m -0'< w C 3 a< z go W <0 aZ m o� z �¢ �3 = F J o J wa ;o M d- ol`i d F o 3 �C) > CM J 0 rn m ca N N ICU ( T � r � Q 2 U)0 N m _ LO h N 0) N LO N �C c r r M C\ o CU N U) �n Z Z E T— CU aci 0 ¢ o a) JOB NO: 23-06108 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 soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators 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 - A SCALE: Y4 1 '-o° e� N ® N a as w o L cn c.r se 3 � � d L aA � C E Cc a � ca L a iIt! ?, ` �w. h� 6j. ti'4�+a z ai �` � rn F•a 1"'t 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 Engineers signature and seal. W h Q v o E co 8 O N a 12 i � 0 C � (a ��°0 N U)r•t�_: N NCDit LL ro J LL LL d a� V Z 13 W 'O Y c d c F c x L Y °o O N W c0 o 2 r- rn 0 ,( ay W Z U5 m m 0 Q z N OIL U O 111- W U .w"� El El M M N M O � z N Q Q p Q _J Oe � I ^ M W ✓ O LL T Uj 0 ,N LLj o � w t— rn U N C i1 P •,� J — Epp C3 O 0 401 � � O J u � M M J O O o Z z z Q � Il CIS E g ® � z aF 1z > M ZO od F- ra a - o E0 0� o z N to c C: ¢ o m 0 0. g o W cr) CD o w LL ¢ O d z H az z 3 J o wa�o .0 V zTQ IQ a 0 i M J Grn m C9 N T =3 r C4 Cr >, r Q U (n `° N^ m L ~ 0 N o .S] a) O Ln N Q cl r (0 M Z CN M T_ o z � LO Z E T : m c m a U � a Q p c W JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 4 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be Cont, around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN W ILLJ 0 CONTROL JOINT DETAIL z OO U)o O� �O C CC 1 9,-n„ OW 3'-5" 5'-2" T-5" 1 V-8" 1'4' 10 AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH E r I INDICATES FILLED CELL �w/3000 I W o _ I FISI CONC. GROUT 1 0, o FROM FTR. TO BEAM w/ (1) #5 _j 00 1 I I I REBAR ERT. ABOVE SLAB. I ■ UI ( o 4" I TYPICAL @ ALL PLACES I 6'-10" 5'-10" oo C0 SHOWN. HOOKED FTG 1 Z0 DOWELE wi 17" EMBEDMENT 1 l w/ 25" E T. ABOVE SLAB. I b 1 GRADE 40 STEEL I I C.J. 00 HVAC CHASE BASED ON T-1 LOCATION M PROVIDE 1 1/2" RECESS FOR SGD i I I S3 REFER TO MASONSI o ■ o I F_ SCOPE FOR WIDTH.I Cl) I io 1 I o l I I I ■ I� 1 0 01 1 ■ �� _� C.J. I I _ I 1 TYP. @ °° TWO STORY I 4'-V 13'-8%„ I f „ 3/2 MIN. 3000psi CONC. 1 'n SLAB FOR HERNANDO d COUNTY ONLY. 3%" MIN. I I 2500psi CONC, SLAB ■ ■ OVER 6 MIL VISQUEEN 1 VAPOR BARRIER I I 1 00 7T, GG TYP C5X. �I S3 1 ■ C.J. II 1 o I 00 o _ 1 I F, 1 1 j I N Ili I 1 I I I "0 ■ l 1 1 I II I L J o 1 ■ o 7,-3„ - v 1 1_-- CV _-- � ■ I I o PLUMBING STACK I l GG S3 o C.J. — — rn 13-1„ — `fl T-0" STUB UP TO 2ND FLOOR l 1 ) 2'-6" x 2'-6" x 1'4' w/ (3) FOR A/C — _ — — — — — — — #5's E.W. 1 1 1 1 1 1 1 111 1 11 1 I o I J C -31 /2" K —iv o _ S3 S3 zo tJ.l 0 I I 17 9„ I I 9,, nLL 0 z w Iw 2" > J m I O Q PROVIDE 1/2" X 9 RECESS FOR ;"10 1 3 11 11/2" _ 00 V ¢ FRONT DOOR 4" i �� i 1 U I a9 OJ 00 ih I TOP OF CONC./ T ` I PAVER TO BE 4" M > w BELOW FIN. FLR. EO _ C.J. CD4'-4" 1'-4" 2'-6" x 2'-6" x 00 1'-0" w/ (3) TYP. @ #5's E.W. o SINGLE I 1 S3 LO STORY I ■ 1 I ■ TYP. @ W ENTRY 1 A I o S3 � I '_ T i 0 g (2) #5 VERTS w/in ?S3 (2) #5 VERTS w/in FILLED CELL FILLED CELLo -- — — — — — — — — — — — — — — V-8" 16-0" V-8" 19'4" 5'-8" O �o z a 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 c�a 0 N ur a m x CD W E 3: cc CD w q) c � p,o K/,Ov re 6 O to vO 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 f FA• o E 2 Cc,N U N 6IT 9 fA a a v � en � W MLLLL z o z �0 s y.�9 rz o Uj CN a W Cl)C J _ r m J m G Z s� 4 ` Cl)N M Z O M O U ❑❑❑ a w _2 2E �I O � N � E3 N M V I C1 O (DIM 4 w N O LUV) ura f6 e— C) 1.lJ — E mks 8 �,,... l .. _ �J 0 C7co 0 0 N Of • r_ o CC, z ow J mva _ zz2 O z a U_ E zo oo }N QN ca- 0 E V F wz z ad ca F f6 00 E co pQ do S< az L 0 ua 03 < z m m om aw 0w go C� �¢ a� dz oLL w _ �� =" �� o w< ;o o .20 J rn �a c2 T Cr A T Q ��" (n N m LO = N O CA O LO N Q M N T C T M M o M N CA LO Z z E T_ N E a U � _0 p JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 5 0 N co 12'-0" 13'-0" 2 D2 FT3GE /—G TYP. @ CORNERS 0 N O A @ 24" O.C. MIN. ED J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 En N.. . 1 TYP.. 1 L1 0 M RG. WALL C a C7 O O m FT8G FT13GE rFT11 r s7 F 11 r. . . . . . . . . . . . . S6 • TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) 35 ETq 22 D1 FT9 (2) A FG3 D1 ED CJ3B o0 CJ1B 9 D1 D1 00 v r- A TYP. U.N.O. �r L L W 5'-0" W A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" RSH ENGINEERED CLADDING WIND AND FOR MEAN ROOFOHEIGHT <_T 5 ftND JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft (SQ FEES O VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 —t-----�— - 1 � 10 I 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �„/ ��\ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1 �i� 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD(91 I I �rlr 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: SHINGLE: %s" EXP. 1 (24/s) or1V32" EXP. 1 0s) I I I TILE: 1%2' EXP. 1 (33"1s) I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS I I I z 13r 3r I Z+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/2" 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 CAPACITY FASTENERS CONNECTOR SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 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 C H2.5A 565 535 10-8d RT7A D H3 400 320 8 - 8d RT3 E META20 1450 7 - 10d x 1 1/2" HTA20-18 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 G H10A 1040 1015 18 - 10d x 1 1/2" RT16A H 1 FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS HTT5 HD3B VGT R/L VGT -F 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 i(2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES @ EACH END OF WALL N LUS26 P HUS26 Q HUS28 R MTS12 S VGT - M T (2) LGT3 U MGT 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING ` SPECS. °`•' ° °"° ' INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" LGT2 WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 3130 3050 5/8" DIA. BOLTS TDX2-TZ 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 4940 3555 w/ (16) 114" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 990 860 14 - 10d x 1 1/2" MTW12 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 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 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4060-M 3770-F 3500-M 3240-F w/ 6D SINKERS LUGT2 SYP SPF FASTENERS 1870 1 1585 1 10 - 10d x 1 1/2" 1870 1585 10 - 10d x 1 1/2" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 1/2" 2375 11 - 10d x 1 1/2" 1020 1160 9 - 10d x 1 1/2"& 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS 5795 5/8" ANCH. /(26) 10d x1-1/2 3295 - 2 - 5/8" DIA. BOLTS 1000/1080** --- 8-10d 2035/3400 --- (20)16d x 3-1/2" 2950/5090 --- 30d -16d x 3-1/2" 1195 1005 14-10d x1-1/2" 4175 122 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 112" HHCP2 1 680 570 1 (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 (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 '551 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 CARRIER--f —(A) — x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" cv C dV R �mm v C14 c � � fn t0 ® y us na o et? cG c®t Z as > E —'m E sc g k J v ••Gi j LL! LU 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 Engineer's signature and seal. W E 8, N U o 0 •_ � M 0? In "" •vi, r r-J N (N V 4 LL C J W In -.i V :A Z ra Li LL o- J •O d Y f6 C 6 (n r m9 $ O ILZ a0 N ) ¢ J Z O U v O W El El O 00 z N z o � � Q ? UN N M z v o LLJ O V) w o L� wa C) w f = L" (D Q V N o m J � w z Q � LL U zo oo >m z o d H f0 — tc �0 00 18a Q o 0 �z cn o = oU m g o0 z z fYl J m aw 0 r� o �z Qo WELL T S W j 7 3 E =H o M JZ w1 '0 a H V of< 3 O C 0 2 Q >CO O � m m m CID C Cr A �— Q a. Y m co 3 LO C) •� 0) O LO N Q M N (0 lf) ui 2 N M o Z CU Z 3 E LO c`a 11 E U J Q c J JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 6.1 25' -011 (2) TYP. C @ HIP CORNERS X ' . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G G TYP. LINO. . . . . . . . . . . . . . ' .: TYP. UNO. TYP. UNO (SEE JJ/S6 FOR STEM WALL OPT.) A.N.U. . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . .... .. X G�� X —IN r 1 J G TYP. LINO - 11 51_QII 191 ENGINEERED NG W NDFPR ESAND ROOF FOR MEAN ROOFOHEIGHT ST2 ftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 49.57 -771GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 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 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or1V32" EXP. 1 (33116) TILE: 1V32" EXP. 1 (3V,6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft I a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A I META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" 1875(1)PLY A (2) (2)META12 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" 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) 1061-1/2" 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 w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( 2) D INKE & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 1 D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (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 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (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 (B) 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 (8) 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 x PLY LEDGER A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" ems, CV 0 ur � 0 � a r,' C iC CJ N tL Nc im ® e N s o s tas C o eic ca . 3 � is tv a> Y ci as In a� c E c+ cs c vooi B R i f till. i 01, s S "yam I 4a• '``' >.,r•'�,.,, a,�..r•���,,,'}} /1Ii tii¢# 6i 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. rA W .. H Q (., v E o M 8 o O N N ,�pp N co V J , C U. LL a- j U. u' D_ Lu -O 0_ Y Z co 2 _ 0 WJ-- Z F M 0IL Z N J O O U U _ W o❑ � z M o � o °J N z o � J — d N N M W V O C10 UJ � ® W U O V L10 w o wrs (>� w C/) U J h— E z �1*.. = L ry C/) Q N I� o cfl M M N ¢ w Z Q � o� � zo z© O I� ra o E h o¢ a� 0 o o¢ &Z -.4-? L w K 0 cn C 6 � ¢o z �¢ O U m0 Fo oz Z z_ m � � m , Q w 3 0§ go W co m =O a W a= �3 M V- 0¢ d H O- U?i .� p J d' m to ` (D N cc T T 0.1 T co m LO ~ d' O °' co C) M N L() N Q ce) c, T N cY) Lr) a z M Z E T c U J Q 0 J JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 6.2 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 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. 7132" 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load `- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B11T 8F8-OB/1T O 0 0 8RF6-0B/1T O O O• O O O O O 8RF141B/1T8RF14-OB/1T 8F16-0B/1T 8F16-113/11 © O O 9 FORM & GROUT SOLID b W r U • I O #5 BAR CONT. 8F12-1B/1T O O O 81`20-013/1 T © "V" LINTEL DETAIL SCALE = N.T.S. e ON #5 REBAR AT TOP MIN. (1�) RELQ'D fea a 15-1/2„ � a = L3 4 LU ° a x ° a Q Z ;0 n O d n Z a (O 00 0 M.U. ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D,1� 1-1/2" CLEAR -GROUT 45 REBAR AT BOTTOM OF = o w w w O � LINTEL CAVITY U BOTTOM o rr Ci O z REINFORCING Q Q 0 M t-` PROVIDED IN z 6 w m LINTEL ¢ Co uJ No 0,6 (VARIES) cn n m a - MATERIALS cT precastlintels = 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. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade T 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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's 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 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"xi J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR ORY" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN I T/WALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D (D 5'-10" LL 13'-0" LL Q 8'-0" LL (D 4'-6" LL (D 4'-6" LL B MIN. 5-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-0" cl- � .w aac�CA to W. cvW to 2 3 � "en d Cu .a c c 9= C= T N a� c � w CD E� �q ( V y ^a y 0 a 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 Engineers signature and seal. W E O N 8 ' O r oro C: o ti _N 00 y �0 V/ •i ®n 13 UA,�/i 4k N C) J Qj 'T u" J tl W J LL a. 6 d Y _ - m c d' t m o Ig -.5 '@NO �CO U) c � M _ � N Z 4 N Cl)Q fY 0 OU L) .' 9. W ❑ ❑ N M 0 2 m o0 o J N c� .o � saa rs� � v � O Lu Cam" N VA di 0 LU zl�.. t mo C) 'o 0 OD Y N m tml co co M M J O Z 4 LL c,i E 0 U z o p oLL z >N G o z© as 1-- f6 x 00 00 CL o E co rg a¢ aQ o a0 ¢a wZ � C am OU ZF INS �•} CID, 4S 0 a w C) 7� Q T O w _ > O M �S z�¢ U 5 J �C:) > M m N c� N co cfl r ::3 r CO a U)ca LO I� CN a) CD LO O Q C) 04 T c � N M r- �; � 6 z Z C E r E N m C a U _J a Q 0 c J JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. 7 3 J w I C) 0 i Q N C) rn 0 0 00 0 0 I N N 0 0 L v c� o i rn c Y N 0 a o E 0 0 J a 0 c 0 J LZ M O Lo 0 0 a C> N �2 Lo a 0 z w _ d�- m 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. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM 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. . 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 OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 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: 13. 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-185 / 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" 1 Y" y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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) : 3 10MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 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 T 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 ANSI/TPI 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 A36/36M 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, 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= 285PSI 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 3116", 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/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 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 - Concrete overpoll� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-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 lie 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 = II 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%" 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 BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 c P � J � � o MI-, C14 ® o x y :a' Cl- N p a a' ev 0 W E s c W U Br. o L)W E o �v 0 e L ! 0 40 '01, f r i .� alpp S Oqq 'INN 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 FR o o m8 0 o N - r � m N 'S °D Lo N (0YI rn ti - J p •d M � 25 LL C U- 2 LL CL a. 0 7s Wy ��� . m W z Q J i LO M J 0 („ O U ¢ 0 - W oa M 0 N M o g z � CO N z o � J - E3 U) Ln W V O L.0 0 to �� o wr L J E l = L Of ¢ 0 ® ® 0 emN o w 1.0 M M J � ¢ z Z G M w co E zo �o z z o E u ❑LL wz z© oa I-- rp _ C 0 o � O 0 Wo S wz s a C C <o Y U m� 9) Z '<Z z z O �o w 8� Z go CIO m w0 a az F r p w � o <� �o M v oIQ a F o 3 cn C:) J >M Orn m C9 N N T � r Cfl i� C)"T T Q � U) � 3 N m _ LO +-+ 2 Nt Lid N Q M w � M r vi U') o z z E T" `a c d U _j Q p JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I`I {.. 1-..1,........... �. . I 16GAx1-1\2" LONG 3/4"-1" CROWN 8' I: f MAX-' { I ::: 16GAx1-1/2" LONG 3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN CROWN) STAPLES @ 6" STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS j (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - 0 STUB -OUT FOR 1'-0" 0 9 LO GAS METER O o U � F N 0 • 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. T-Y (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. 6-1" (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 F.*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" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 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" 60 2.0 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 9"11 FILL CELL STD. 90° HOOK BOND BEAM rn W a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM ON TOUHIG HIGHEST ------ ------ BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN i PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN I OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4" • --d max. A /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit Leave 1/8" a between to of filler blocking and bottom of to flange. 3) g p p g p2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing W E g STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf 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 1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls � when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearing Location Series De th " End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8"j 2-8d 3-8d 14" 2-8d 5-8d �BC16000s® (BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d ! 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190SO 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS I 518"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 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 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist 10 for each lapped joist. blocking panel *Non -stacking walls (quash block) 10dnails SECTION @INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `" MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6"" A %" ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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" .,, z • aw E `��ec t-w!= '� �'� ii' 'ya k� d h�ik p'k7' ka�".. S� � _ ".i�' ri ;. .,_ Aw 16" idst Span 00 ----16 8 1"-0"" VA" T-T T-2" 1�-3' T-3"' V-T" 1'-11": `24" 2'-9' 3" 2" 3, T° 12 1"4"" 1"_1," 1" c' 1" 2"" 1,_3"" T-9' 2-4'" 2-11 " 3, T 4, 2' 4-9' 6-4' 1"-01, T-1," 1, 2' 1, 2," 1' T' 2'-5'° 3'-T 3'-10" 4'-9,° F-T 6,-". 7 Z" 2Cl 1, "" 1"-T' 1 2'" 1" 2"" 2'-9- 3' 0'. 4,- - 4'-16,. 5'-11"" 6'-11'° 7'-11" S'-11,. 24 T-a' T-1," 1 2"" V-3,. 2,,-"" 3' T 4'-9"' 6-10," 7 T" 9-4' NOTES: 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. 1Y2" 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. N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL ea . $ a 00 FINISH GRADE Backer block (12" wide min.) Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM a °.. SEE PLAN FOR °• a . • • ° FOUNDATION INFO <a. STEM FOUNDATION y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap i Backer Block "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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements � 0.6 X Joist `depth I I -JOISTS BUCKETS N.T.S. GRADE q REINF. SEE PLAN L A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA LOCATION OF SECOND H10A SIMPSON ° (WHEN w/ (18) 10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I-Ili=III=11 ill �lllllll�4. PLUMBING LINE PVC OR SCH40 SLEEVE ° 4 4° 11 I_I _IiI i — SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION �PLUMPVC OR SCH40 SLEEVE BING i— LINE Z • a °. SEE FND. PLN, SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °Q a n '4 V C a SEE FND. PLN. SIZE & REINF. e+� N CV C �C-1� ca ,e Vf -ryN �E 0 .:mC9{IFt� •cp s N �Fs9 �, 0e�• �g9O '3 t t - y yy pp 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. 11- O E N q 4 O M 8 co o o> 4 V N , LL N a (nr �LL Lu f11 V) co v- w a o- Q Y J_J LL a te z —� Z O o v_ o _ t m o rr r�o o 7'N CVO m Q W W 0 0 0 J Z d o w Z (h Z 6 � LL N F- z do ❑❑❑ W CD N M o g N z o � J 13 N M Ln z aCz C9 `o L1 LL Tf �J W d m U O w o v / Ly N Ul) r� r— E M.., t i_. U o N • ¢ N 0 � w M M J `� � � Z 2 4 � � E E zo Zo ca O wo Da I- (d a o< �o o< E h g t- C ¢❑ Y m� 0, 7 zz CIO A 0< w z z to w W 2z M3 Mill 4- M d F �U zId 3 .� p J >M O ai rn ro CID (0 T � r � Cr >, r Q CL (n � cc N Co —_ LO N O 0 M O Ln N Q CY) N '_ at T M CM o N i6 LO z Z E m rz a E 0 � Q o C: JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. SIN 1 LLJ CD O i J Q O N <i- O r� 0 Q 0 J 00 O I i M N In O 1D i 0 v Cn C, .a Q C Q O C, v a E 0 L v c J i a 0 U J a> LZ 0 L 0 a rr4 Lo LO 0 0 W Q 4 m 0 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 e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP, TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 1U-0" (R302.11) 16d@1 TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD 1/2" GYP. WB MIN. GARAGE SIDE IF (MIN.) @ APPLICABLE. z 3/8' MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.)INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O,C. U.N.O. �° 2x P.T. PLATE 1/4' DIA. X 31/4" TAPCONS @ 24 0/C & SLAB &BLOCK EDGES, AND @ 12" O.C. @FIELD SIMILAR AT FOUNDATION ONLY „ ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE .� E _ 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 COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `�' T .= 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS TYP. (TYP.) WWF OR FIBERMESH M �' ELEV. 0'-0" ALT: 1/2"x12" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 211 x6W1.4xW1.4 " INCLUDE THE WALL 6x6W1.4xW1.4 I u a SHINGLE ROOF, SHINGLES TO _ �,;�,— a @ 2 4 • O.C.) WF OR FIBERMESH ATTACHMENTS 211 CH MEN S OR FIBERMESH �I BE IN ACCORDANCE w/ ASTM =III=III=1=I . I IIII=1=III= 9 I MI I I -I II I=1ELEV. /ri—rT: -0'-31/2" z 31/2"MIN. .WWF 31/2" MIN. D7158-CLASS G or H, or ASTM F, IN 11=III=III=III=1 • I I=1 I-1 I I-1 ° — I I I-1 I III -I - - 2x4 CONT. A.F..°nD3161-CLASS r,-ITn„ 12 ACCORDANCE w/ TABLE III �T=III=) I=1 I -I I=III=I I=I I I=I I �� I ( N _ ° I -I I_ 3 1L2"(min.)- 4" ° ° ° — I —I 1 1 �- 1/2"(min.)- 411 = �- (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) — — —_ — —_ — -1 I II I I-1 I II I II I ITI I II I II I II I II I II I II I II II I I GARAGE DEPTH VARIES oo — — — —� - - _- o • -1 -I I _ 31/2'(min. - 4 I I—) I p oo _ — — - - - y =�1 I�I I_I 31/2 (min.) - 4 � II -I _ — — — ` — — — _ _ `T RESIDENTIAL -III=1 I f III-�-I I -I TI �1if I' 1 I_(=_1TI I T11-TIT-III-III-fT ' INSULATION LE ROOF SHEATHING - SEE SCHEDULE-[RSH]-ON TYPICAL INTERIOR BEARINGK"B� 2 #5 CONT. I TI �'�'-i-�'"' ITT () 411 11�11 g (2)#5CONT. 4" 14 g FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP MIN.SHEARWALLrc­,�TYPICAL U.N.O. MIN BEARING WALL @ STEP CC \� ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 " _ SHEAR WALL SCALE: 3/4 -1 0 ���3 11_ 1_ " SCALE: 3/4 -1 0 S3 — 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE c�N�°�s BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS 7" O.C. °� SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �/ 1ccN 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER SEE CC/S3 OR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ , BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " TYPE S' MORTAR (IF NO UP LIFT ON 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 2x P.T. PLATE O.C, W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH *SIMPSON SP1 6 1/4"x31/4" TAPCONS 6 x 6 W1 A x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION ) w/ (10) 10d NAILS CI SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w ^ END OF 2" BOLTS 6" MAX PLATE--,,,,. WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" �,P .- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o w o ° D !Of._ GRADE (.I d ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksia. ° 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ? ' Cl)— — — p D FINISH GRADE °O D [GRADE 26"MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksi] a J j�j� m o �I I I =s p f I i I —I I' —I I IT T CELLS (SEE FOOTING MONO SHOWN � ,-,-f TT� w I -I I=III I I=I ° • I -I i= FOUNDATION PLAN FOR CLARITY - co 6 MIL VAPOR BARRIER —T�—I I I � a. �T-I ITTT ° I =. IT == I I=_ °° — '- T=T�= #5 REINFORCING BAR LU R 1 7/8" 1x4 P.T. BASE NAILER FOR LOCATIONS) z i I N z ' i -Hill I �T=III=I 1#5 LAP SPLICE 4"x4" INSPECTION I • I I I I=1 I �I (2) #5 CONT.T,,�I-(T 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL N r COMP. SOIL. (COMPACTED TO III ° ° . -I IT— TT TI I T I I I _ 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS „ „ 8 V-4" 8 MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I I= I I= I =T j— I�=rr 10.. MIN PSI MAY VARY PER AT GARAGE CONTRACTOR _ D1557) 4— r i 4 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING �- CONCRETE WWF W1.4Xw1.4 WwF OR � F FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG FIBERMESH' DECO FINISH DECO FINISH 4" to 6" BELOW GRADE 1_ ,_ II SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 Nr SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° T III=1 - - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR o = I I {= _ z '- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 D • • iV ° ° d d a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO �N G e COMP. SOIL. ° .TIT _ _ I I II — — — — — — — • _ = =_ — — ' —III 1 1 —I 11-1 I I TOP OF BEAM &LAYOUT DESIGN ° a _ —� A N^ ( COMPACTED TO 95% I I I =III=TI I = T III TT[=iT= III _ ° = — _ _ —_ (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ ^ — d Q �� T ;� °.. ° a MODIFIED PROCTOR _ _ _ I -I I —III=III= I (= I I=III— I I=S�f2E N_ENCLOSURE (2) HTS20 FOR STRUCTURAL _ _ — r i,, rl hI ITT Tr ASTM D1557) - III _III ICI ICI -ICI ICI=�= BEAM SIZE & _ _ °' a 3" MIN. cLR. (2) #5 REBAR CONT._/411 ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 1= I I- I, , I I- T CONNECTION INFO T a —� I M -_ a III- -1�� 4" V-8" (2 STORY) DETAIL) MIN. e w 2x4 P.T. — — — — —f U.N.O. PLATE I i 2x4 #2 SYP P.T. FRAMING w/ =TTT , I I, ,TTT=TI-� SEE A/S3/J/S6 - r— a 7116" MIN 7/16" O.S.B. SHEATHING �• 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °s.a. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 "= ' " SCALE: 3/4 -1 -0 S3 °q�o� ° w O i- a SCHEDULE OPTION #1 1/2" GYP, BD. P.T. 2x COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE (" 1/2" FROM SLAB o Uj CONNECTION INFO, SLAB STEP & RECESS S.G.D. M 01-01, J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND � < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND . ° : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,` , 3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _ .° GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z -�:; r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS J .! CV ° .� M EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. r CONT. FOOTING STEEL - -T=��77 � .Q �I „—, M —1 I= • - ;j I T � PLATE TO CONCRETE (MIN. SHEAR 1 # MIN. ( I 80 ON FLOOR PLAN CONT. BEAD SEALANT � w_ � w SIZE VARIES PER PLAN w/ MIN 2 #5 VERTICALS O r� _ GRADE y •. — '. d. • 1TII _ TENSION 120#) ¢ > • � _ ao —) I I=I I " I '� O° CONCRETE SLAB E 6 x 6 W1.4 x W1.4 N w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� • � I=III 'a. T =ITS I ..� . I=T -III III- I III '.a = -I H I .•y .. 1=1 I Ii • I -I I III- <A WWF OR FIBERMESH �, _ - -_ ° I Ei CO BRICK PAVERS or SLAB PER ? a w o O w _ O v •' • _ z - z_ Q ° ' ` _ ° - � `' SEE A/S3 OR J/S6 I III=I I IZ II- l l l l I _ I ' — I I I =I I I I I (�- SEE A/S3 OR J/S6 i t I; ,� 11 , I I— - co6 MIL VAPOR = _ ►'� — _ — 1— — _ — — — _ —_ I h L��T_ I I 1=TT= I I I 1=1 11= 0 -0 FIN. FLR.� COMMUNITY SPECS _ w FOOTING FOR REINF. INFO. 3"MIN CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER .I I1=III-I I (— I I=I�I=I I BEYOND 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) -h-1 I I I I I�t T �; '; ti _.r.: ::::.: PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY ` ) 4" 4' °•K ,, :•- • • • •�. SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH - .R , SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Cn N - O N � r ccs a sia J =3 Ct cm cc �s os•�v� s E cm oftgE ". egp nlp 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. �11 AMR; k w 6, r ,. W v E Q U N C rn n N ® Wes, N Lu ,. Z — a Y U) an d z CUC3 W(���Q of m w Zp' Q r¢ Q of O O U Z ,v(] W C) U) o ❑ M � N M 00 iz z E3_I N ( o � LL a V O L�u o �Nco t) '. J w W v = N e U) <C N I� o z w co C")¢ U_ z z E zo r� z p U a� wz ze Da CK5ns � 0° O C U O �z W L S wz ¢ z m 0 m w Jo c8 o< wLL °z �w m aLL �3 o w¢ ;o M V 0I¢ a F a; > M rn ` m � N (0� CID T T Q0 Cr o.. 0 U) 0 N _ LO co rn o LO N Q r, N T w M r o Z n LO Z E T y c m E a w c a 0 _j a o JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 J w O i J a N C Cr Cn Q J 00 0 CD 0 Wri N i N O i v N a C I-, a 0 i 0 a E 0 _ `v G i a 0 0 J a� LZ M 0 Lo 45 0 0 a N 0 LO CM IV w 0 w Q m 0 (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 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 5/81, 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP I UNEAILS SPACED EXTERIOR FACE OF BLOCK = ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 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 2x BLOCKING @ MID —STUDO �INT EVERY OTHER W/ (3) Od NAILS 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 BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF TO DRAINW DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 Fol ❑ 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 B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a 0 4 a t a 4 g STD. WHOOK 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 PEI 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR LYWOOD 1/2"X9 1/2" PLYWOOD--"BLOCK WALL ABOVE. SCRAP MATERIAL_� 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE � GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 a e Q a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING A 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. 2x6P. J-BOLT TRACK BRACKET AGE R Lj%j/_jn I r\P1Vr\ W/MOUNTING ANGLE 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 (2) 2X HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • 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 0 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. I /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 12 (TYP.) SEE ELEV. 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 SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 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 (T ) U O/C FIELD r 2x TOP PLATE—/ U) 2X4 PT STUDS @ 16" O.C. 2-16d 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 x 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUDL MAIN SPAN PROVIDE P.A.F. NAILS OR 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) ►,1►1»IIl49DILTi9Lei 1.101111 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 500 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 SPLICE STAGGERED tl Od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+^ F= 2240 LBS Jam+ SIMPSON n (P.T. -ATE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. i&NUT SON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING anvirwty ar4 SP2 �nvrr SIMPSON SP1 SIMPSON- SP4 10( ST co M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 Is- - 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /- SIMPSON SP4 / SP4 NAILS @ 6" %GGERED 3OLTS @ 24" O.C. >X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10„„ J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 Ce, -(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" Q.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A 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 • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 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. N 0 N �- C> r N ® yC M ,m d o E ti �-- 49 c . t4?�• r°� Q C e ,W F��Bf1.' 1����� 4t M� � Ili 9Va� W 4 `l[01•ry6`! 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. h Q o� O N N_ 07 0 �0 H � �'�r N O 2 *h Q N coM V u- J 5 Ca u_ Ul i2 J LL tl � Q. w Z �. Y 0"13 E O Z 5 .N N i w Z 0 2 1— N p Q 7° N OU o M � Z N M C,� N z o � W Q J N v n z (D L � 00 ,,, c V — �po O Ln W O 01- NZD �(10 -F � � r--- 1 C) o Of 0 10 w M M J 0 Z Q � cd E �o ¢� O E= Uca of z z® oa r6�o E oa g� � a z aZ wz 92 woo Y� � M coc ¢ z =oo U m� U Q W J m a 02z go W cn m S< w a �w J = o CIO w< 0 o o3 N C:) J >M O a m 0 i/.�� N I, T Y T CD > r Q � co 3 m LO o o 04 a) CD U') N < co N T coE T o z cc z E m a Ei o U _j Q p� v ° JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. S4 I I- I I -TT 3 W 0 i J 0 N C) 0 Q N J 00 0 to 0 I N N M N LO 0 LO 0 v N 0 a Q N d E N E 0 0 C J a c 0 0 U J a� M O LC) L[ v 4 M 0 N rn Lc ui a d 0 Z Q Z Uj W co co v cn SIMPSON HGAMV w/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 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 91 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO • RIDGE FASTENED AT �° 8 0 0/C. EXTEND AT LEAST 90% 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 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. ttv THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 1J7 2" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od / 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN /; X TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILSiii 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR k2x BLOCKING 71 WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT wl (4) 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 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)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 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" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. -71 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 T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION C SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES �° 60 00 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING FASTENED AT 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 O O (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" O/C FOR THE (2)16d NAILS 2X4 L CKIN 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 O ROWS OF O/CTRUSSES 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. PG 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARILOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNSr8 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL) (2)16d NA (2) 16d PER JOINT 9"YA" MIN SFF M/CR CROSS BRACING DETAIL SCALE: N.T.S. VVIYI LJL/'ll \IIVV GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES 'ILI' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'IT" ON TOP OF PANEL-j I [L BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1E 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION rg SCALE: N.T.S. CJ`5 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) 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 -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'IT" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.\\11' TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD SIMPSON SP2 w/ (12) 10d ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8"'ILI' BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTION 3 SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z 7 a BRACING w/ (3)10d x 3" AT I r • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. aC� NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 'ILI' BRACE 24" 0'0" - T-O" T-O" - 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)'ILI' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2)'ILI' BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS -�.vlv I . ot_nnnv°a - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN Lqq - NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL 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 0 - cam, LU w, L � C14 s �G ®�- -�� � (J v d an � CP v rRP $i111jI,, "• ,' ems, r µg Lb .> 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. a,1 W E g cc,o s a N N orn o v +�,, CO C N W 0 •5 CD t` N I n N O vv QjM7 J 2cz, Q C J Lu J LLLL 5 'L z — a a s w o O W =�h�ox W CD . m Z - N ZO Q H a M J - N O U U O W ❑ ❑ N c� 00 � o � N M n a o X LL, Q) W o V) O G �Ul) � I— in U a LU _ Ep L U In S w 8 V 0 N 0 ¢ N m O Ila ON W M J Will z z L1 to E zo - o o azo g o E� wzoa Zo M r6 — g 00 o C:> E ° ¢ �Z w 0 =o = W0 m° c m v �° 0, Qw CJ O g 0 0 co a �LL w dz W C)S� co¢ O d LL - a w ;0 C"> N o 00 S >M OQI m C� � N co Cfl r T r1 T Q U) CM CY) 0 a) N LO N Q M (0 � N �; LO o z M Z E T w 2 m E U d Q p JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. S5 3 -o J w I CD 0 i a C) N 0 0 Q 0 J 00 0 1.0 I i M cV In 0 LO iE v o- 0 i tz Q PM 0 i o- CD 0 _ J i a 00 0 J ti CV 0 In 0 0 6 N O u7 Li 0 w 0 z W 4 4 m v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION BAFFLE INSULATION PER - CHART ON FLOOR PLAN 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 W/ (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 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM PER PLAN a;° 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 E B 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE lALUMINUM 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 U) 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 INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C") U v 4"x4" INSPECTION PORT AT tY a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c .E 'd' a... _ o. .. Q FINISH GRADE Nil III ___-I _ 6x6 w1.4xw1.4III=LI I —I I I< •' d "' I I —I 15111 —� �' 1=I I=I I —III III III—III=III= WWF OR FIBERMESH -1 I I=I I I —I I I —I I I I I —I I —I I- I I —I I I-1 11 I I I I I I-111- -r l „III,III' III STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/Y MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 00 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- -- BAND JOIST— — *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN 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 FLOOR TRUSS O0 SEE FRAMING WEEP SCREED o z_ T r PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (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 CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSS 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 13 INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8)10dx1 1/2"C/ NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 111_�nw_m 15/32" OSB AX EXPOSUREI Ix F-F SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF uu NOT FULL Q HEIGHT SHEET C U) M G FLOOR SYST 9 (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w IT = SOLID 2x U) C BLOCKING@ALL j C SHEATHING O EDGES(SEE m OPENING I It SECTION X-X a U C x it W -x E � 2x STUDS 2 BEYOND. SEE PLAN 0 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 3/8 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING 3/8 FOR ADDITIONAL INFORMATION. S S 1/2„ 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING TRL RIBBONS DETAIL FLOOR TRUSS 0 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. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ 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 r— T , a p ° a e. ' 11-1 I I d'°.a da , a I 1 I 1—_TrEO I I . I11 mo= ° .° . a ° 111= ITIII� III, , III —III —III —III —III —III. (3) #5 CONT. ON Y — 111; 8 -I—ITS 8"CHAIR W/ 3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 19 ooGv �qN 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END oW JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Y". a) m i 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 z w = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/8dCOMMON NAIL J UJ Lu LL 0 a O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r O U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < o -000) O n m G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR VERTICAL @ z U) Lu 0 - N w O MEMBER IF GABLE END C " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY Op NiFr10� N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 (2) 2x HEADER SEE PLAN .• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (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 WWF OR FIBERMESH -A ° C'V.°. I_I I I_I 151 1 d -III—II —III . ° e ° d -�IIII IIIIIIIII (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING • 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 0 (2) (3) 1 (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. 00 FINISH GRADE 1— 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. c� C'sJ r� 0 0 J ' m -o > w c co c.D 1 `^ cc= in B c•a th ®� CD o v as � c Q w a c E; m p C;o v Y p0 G .yas 1O u3 • u •� LU �% 1'' � gS"a. saeO44t1� t t474_1011 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. AF W W% 4 HEIN v E O0 (V R VO N rn o o ti 0 C � � I = M U) C',O ik tJi C J 5 W a �' J W - o a c m (6O Z L W : •@ r9 O O o ^a W Z (4) m w U) �Z a J N OU a_ W ❑❑ M � N o z � N zoo V)Cz(U M Ur o 4-1 f6 W ° V 0 N �N 0 C w � v U E = L 1 N U o N U)iQ 14 tffil ti o �,p � M y 4 W Z M J � < Q � 4 U_ EE a o Eco o oo<a > M �® f6 — o 0 �a 00 o °a 0 ¢omo -Z a = Ir U of Z _i m t N m H Q W cg co� F O 2 zz 3° z d O m < g �0 oW = Ik o w¢ ;° M V zI< d F N C 2 >M 0 Im 0 c9 ) N r r `� Cr >, r U)0 00co `o 3 N � 0 N O r o LO N <C M L r w 7 M '' � L^ o Z rV Z E r A J �' m` IL E U Q 0 C � JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. S6 (MONO) r SCALE: J,, = 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6, MALL 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 - " �\ AND 1" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER j BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP j 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT Ile NRS IN WALL 2x12 SYP R BEARS IN WALL ✓ x4 BLOCKING FOR 2x12N—.q�::T 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W!4" XAND T NOT HEDTO F N OR WITH GLUEFOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1!2" ATTACH ALL COMPONENTS 1x4 GLUED AND / \ NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / 2 4" TAPCONS @MAX. 32" O.C. / (I EW "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'0 / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G----L� E2x4 BLOCKING FOR 2x12 SIMPSON A135 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP ! PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) CTION VIEW "D" SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _--2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-O" •2x4 GLUED AND NAILED SECTION D-D I 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED--\ i NAILED DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" SECTION VIEW "E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCK] C , NOTE: 2x8 DRYWALL STOP NOTSHOWN J STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: "' = 1'-0" PER CONTRACT El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING R RR VARIES ECTION VIEW "H" SCALE: 1 " = 1'-0" t cv 0 N � c ..� o -o � w v� Cn CV z,m�c N � LL � - Cc C= i ,n i V N � C2- .a, 49 » ¢ za ci as = E � o 06- v 4aYr r.�C1451 t a4 �rii• 'l'� � �` `�ry�y W ✓ i as a�i 1r•�r:. it . AaW,��,'; 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. 0 MEN v N N N ® 'S o o co `b* 4 m LL ' a t-ui 52 Fi'S+ J W A:_ ' a O o 7 N O Z � N Z Q J ILW 0 2rn°' m w Z N OU dt 9� o,} W ❑ ❑ N O') 00 � o �J1 Q N M � z � d--, U O„ wrs g V) � Y .) E e J E ) �¢C t02 ti o w M M J Z Q o 55 z z Q 05- o E V o0 wz Zo oa t-- ro CL o V O E CDo < p ¢ �z C!� -6 ¢ z ' O 0, = p U ym zF m 0- ¢w �z Qo U.)0� T ? p > w 0 az NW x F CID¢ o a z �w x Mj > cvi J rn m m i� N T � r Cfl m —_ LO O O LO N Q M -- T (M r' o z CION �; LO Z E r— N f6 c @ E c a U � Q p JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. ST -lam 7 1- -- - __--.- - - -- - , w 1,�-. i. e, _.. �. ,.. a a I - 3 _ J W I 0 Q N v cn a a J 00 0 0 I N N 0 0 0 v Cn 0 a a N 0 04 E 0 E 0 `v J 0 U J t7 N O L0 v 0 0 d N 0 rL 0 0 a Z Q m C (/7 1/2" DRYWALL DOORJAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. t71- 1x4 1 X 4 FURRING LONG X 3/16"0FURRING 3/16 0 X 3 LONG TAPCONS FURRING ( ) 2 ROWS 3/16" x 3-1/2"3-1/4" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4LL11X8 X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 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" 1x4 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 EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" �� x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. 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. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' 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. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 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 rT�_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX u� SOLID BLKG. AT TOP BTWN. N ARCH BLKG. & BUCK —� 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH ,t 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS 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. SECTION B-B 8" EQUAL 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 +5A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 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'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 112" 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 / 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 I 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. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 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 REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. u _ _ _ SEALANT * 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 FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4YZ' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" Q.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" I-III-III=I I I —I I I—[ I II - gD. 1=1 I I —III —I ff=TI 1- — D ° III —III —I -fl�l= ITS GRADE ° M D z_ ,\ r 0D ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS kR o THE :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrr \1/'1Tr A nrI ^III BRG WALL TYPE PER PLAN 2X2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) #5 REBAR (TYP,) $ TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA t— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT S F01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* + ���IV�rN + + + + + + + + + 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 Z-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO R + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 314" = V-0" SS CFF .HFFT nq ANTI SIMPSON HTT4 w/ (18) 1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 1, - i IXZ O U) O LU U H H U U) @ FIRST COURSE P 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 10d @ TRUSS VERT. WEB TAL SEAT PLATE t[B TE: P SHEATHING TO TTOM OF BAND MPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e 'a a: a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° n OVERHAN .a n' n RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-011 INISH FLO °' ' ° , .0�#5 BAR • ° ' 1.0" �'L. P ]4CENTERED W/ e°D.'� 9H s° IN TOP o e KNOCKOUT / c.l - ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT a z °• ° STANDARD o e 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 U EXISTING FOOTING RETROFIT FILLED CELL DETAIL �4 1 SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. M O ev j 9M c <e to � dv�a � s L.�CD Q� E i f /1l At �B t`.1...' a i 1 ' 0 19 =Cil V 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 .i. FQ 5 E 8 N C, t . G C � n 0 M in^�a E M Q N co V LL C LL I 13D Z J 30LLw w nw -, ° r � 9� z ; IN Z ?ILW 2, a-) r-2,a-)°; m w C M z a H a O U U O W ❑ ❑ M � Z N M o g z N z o � -J N M z c� o q1 fO fLLJ —� Oul W O U-) _ � is F' c� a w +- - E 1O S I I L �® / � �. / O c U) I o w M z Q U_0!Z EE o _0 }N R 14E V oLL wz Z® od t`° rod o E &¢ -o 0° g< �Z No ¢ O W cn ro az 3a mo of z J oo <z -5m 3 ¢ ° o< �z go W cn T Z N Z m o w 6i �O ; o M d = H �� 'M J O a) m N N co (0 r � r Cfl i� � r Q � f° N L0 CD 0) N L0 QLOM r E -EN o Z ca z E r m ca E a U j Q p JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. SS 3 W I C) 0 i Q N 0 0 Q J 00 0 0 1 i N to 0 to v cn� 0 Q O E F2 � E 0 _ L v J 0 0 U J C� N 0 to 0 a N 0 to 6 v 0 d 0 w a i� m 0 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHENIT 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. CB 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 VV/ L-IVV `W LPIVII I\V VV VVLU 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 1 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE • cV ZZ_C 1'-4" 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—J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 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 2" IS w -- 4" I- - - zW • PORCH SLAB SEE N FOUNDATION PLAN w tW m Z 2 #5's CONT. T&B w W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH - EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 1 SCALE: N.T.S. SCALE: N.T.S �i 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" • (2) #5's CONT. T&B w/ 411 ' #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 EXCEEDS 30" FOUNDATION PLAN - • _ _ CV Z V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY z O Q w w w w fn INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CON I I REQ'D @ MID I I I ASONRY T. 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. ( I COURSE FOR BASE SIZE (3) #5's EA. WAY 8" SLAB PORCH SLAB SEE 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 WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30„ 1 TO DRAIN WATER 1 -4 KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN 1s ENTRY PORCH SILL SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- — (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @FLOOR CONNECTION r22'IIIIIIIIIIII"�i, SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" 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 BRIG. SEE PLAN FOR CONNECTIONS INFO. SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) — SEE PLAN L. FOR CANT. BUSS/ 10d INTO BEAM - SEE ROOF PLAN FOR MORE OP W� INFO EE PLA SEE FLOOR PLAN FOR %2' CDX PLYWOOD OR �/6' O.S.B. MIN. (2) 2x8 #2 SYP COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN REQ'D CONNECTIONS I� _1i 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE & BASE 2X4 #2 SPF STUDS @ OPTION ON M A OPTION B CONNECTION INFO OPTION C 12" O.C. W/ USP SPT22 SC EDULDE/PLAN @ BASE & SPT24 @ COMMON BM. TO POST ATTACHMENT � rA TOP SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) F_� A A SEE PLAN FOR TOP OF BEAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP a. 'tea GARAGE OR LOWER SLAB SEE PLAN 2X4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR r2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" SECTION GARAGE MONO 21 SCALE: N.T.S. Oki -n LU -g E a- f!1 a� ;jj a � _ E � w a'a9 sNAY'. 0���'���j`��� pF°✓n', S A a M1a� �T°_ 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 Engineer's signature and seal, ti N o Q O co 8 0 O 6� o n 'o N N U) N Cr aNi v zSzS W Q W JEu_ LL W 5 Z--o— a Y Ia :c 0 s m o = �i � � N ( fl 6 W 0 2 C' m fly Z co N Z Q- 0 �„ N z O U U cUn W ❑ ❑ V M Z N (h Co N z s Q J r_ V) z Q, 0 o a--+ w O w o (n N �N 1- U) 1-- w m E z C3 0 I ID Lv � al Q N I� o z w M M J � Q 09 Z Q � w 90 Zo �g Zo <N E U oLL z z® ❑a N H C i0 x0 U �o U O = 0 a `6 ao Qo ww U.)C d z O Y m� Cc, oZ Z F m� —` �o<w 11 z Z S o2 oLL z go az T O m 2 ¢o N W _ - o z w� >0 10 O� .o O = > M O It rn 2 B to N N T T CO ^ CT >co T 3 m LO O a� M O 0 � N U') N Q M T (.0Ln co N o z 4; �n Z = E T cn m E c a U _j a o JOB NO: 23-06108 SCALE: AS NOTED SHEET NO. D 1 (MONO) - Il rIT-TU-7 — Irk--- — - -_ - - �,a a �, ,r, mr: . ,1.1. It It 11 e � SEE FOR 2 • BLOCKING DETAILS I — — — — — — — — — — — — — — — 1 (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). FLOOR SYSTEM SEE PLAN 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 JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS , T_yto P. 2- 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. j 2 x 4 #2 SPF STUDS L C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN o 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" L2xSS PF EMBEDMENT PAST STEP. E PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / I: 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 ' g O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE j D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE 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 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS(2) 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 mot`' ` 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 �A BELOW AND ALT. BLOCKING INFO O A 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) 10d 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. L 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 OVER TOP 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 FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �10 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 )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E 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 CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) 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 c ° SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. aC� GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" 0/C FkT 2 PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND 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. TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (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 AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B (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 TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT � � �� TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 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. ALT. HEADER ANCHOR SCALE: N.T.S. 0 • N 0 N LU tin" � Q SV W 1 E C � W 3 � Cc CU � w y c E Cc O C lapo "..\cli G�NSE 1 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. §::. a o 0 A i O M O 0 v Y C c: oN N o� ° M _ � r_- co n � F J Q Lt_ J LL W a Y 3 p N �e 6 o) m w W O. N O ¢ J N Cl) (� Q K O OU ¢ U ? Z u rn ., .z W 0❑ z N M og z z o Q J Q � N z 2 Q) 0 V O-� w o UO c N �N ,) C) 6 W F— pE I Q �® N o w M M J m � 2 z � U_ zo o0 >N z® o_ p E U w? oa FT cog 00 a E &e �o °o< �Z t � z= o� w mo 0 W co?i? 0 o zz gz sill S. > N r m-0 w =0 o v w< ;o a= zIa o 3 C:) J > ('7 0 � N Q (n m 3 -_ L0 � ��'' _ r__ �S N rn o LO N Q M � r M N o z ZE r a a E -O ai 0 Q o C: °; JOB NO: 23-06108 SCALE : AS NOTED SHEET NO. D2 O� 3 J W I r N _ J N v v C� cV J o 0 I N LO LO i Cr L0 -0 N 0 i a E F2 M a) E 0 0 0 0 t� M CD LO 2 v a 0 N 0 lL) 1( 0 0 0 z ¢ z w ¢ m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° ` MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO- BOTTO, FLANGE FOLD UP WEATHER RESISTIVE BARRIER & \ TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING %SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING \ i 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH 1/2" DUROCK WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4' PER PLAN Refer to the number marked as# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU 2. Install flashing and weather resistive barrier to form water shedding ° laps a 4" OR 8" CMU ° a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts a ° 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED d ° 6. Fold as shown by arrows a d 7. Angle of corner may vary, adjust folding of the flashing accordingly to ° fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary SLOPE a a a SHOWER SEAT SELF-ADHER a A SELF -ADHERED FLASHING OUTSIDE CORNER Q W CO rn Z g g 0- 0- a- 0- = co 0 0 W W Lu W LU U) o WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 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 (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. - 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND 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 NAIL BRAND OR EQUAL WEATHER water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 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 SUBFLOOR 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 RIM JOIST 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. 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 2 O 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. SELF -ADHERED FLASHING WCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FFLASHING, SEELANGED WINDOW FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied (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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) - contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1,1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 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 <> 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. JE 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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. 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. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 F FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II PLASTER STOP �1-,, THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS P -- A BACKER ROD IS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all k. Cn c'er 0 cet .41- J a. -c C W c es cN - z. g 12 1� N 72 Q �? N � Z d m,d dsa v c� ro E o v M N O 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. ni W � V 7 M o 0 U O cm N 'n x A��o Eo � H _ c H a U N ,O - N co ,� tL U- CoLLi J _ W - p D Y ,Z t6 C O Z L c0 p W13 �g,,rn m Z us u, Mow Z a J 0 (� O U Q o0 Cn 0 M N fn 0 N r N M LL s� ® m U O Ul) L,,Q) o N� w. J :S.?U .. � E sco I N e li® o M M � w p y Z Z Z Q � LL CC E C6 zo o O Zo < N E O E y wz Z oa HT ra Q 0 20 0¢ W U o o E3o E < Z O Q aZ 1 h O W Qo =Y A. m� m 1m ¢w Z Z o C4 � o¢ wE �w W m <M o 1G 3 o ,� Ww < =o ;o Cl) V I� 6 H < 3 > M OCn V m N N (0 (.0 T : r CD i� r Q (n 0 3 N o0 -_ L0 _ 3: N C3� rn O IUD Q M r LO 6 w co LO 0 Z m Z E T N 0 c`o a E U J Q C J JOB NO : 23-06108 SCALE : AS NOTED SHEET NO. WP1 1ilt Mounting Br kets.s10 Gauge 4-V2'it4-1,'2'X2-12' tT Back cross Sf a sort (May be trot to Ste n h r Schedule I� C 13 C 1e Right Bracket 0 6 G3atige) so Its I Q' Er4a.. A325, Gwaly. It � Q y a� r CaCn�;a li�'P17 l A,f`C Unit dvattLkrn Eel i" urri'c rie Odra( (TypicA 3 in ftarl t�x'}S1Ttr3 Front Cross Support Selfirk n� a buts (may be cut tea w) Left bracket (16 Gauge) Eft 4 $elf-1Drf1In9 Str tivO tru Brackets $ BaEkCross Support Invi AIC Unit Bo"orn Side Jylatcal: 3 eacta side for hurricane Li5e) * m is uazmilait n d 3stsisu+.xxrelo- ace iwr+vs+l 1 with rar;1 14neurnx c A.:€kcrpa- F dranerre4E R:p➢s Seat Dhorohigg az:rltlf:lr upon ""At t rat&tldat ire boll Ap*) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t pr 1 Coda Endlyor Date Date 11 elWleg DKO Tie Version Manufacturer Cy�ct Enameer& License Validated By Wigged m ed FBC ApprovalApproveo Status Affirmation 2020 Smart Vent Product's, Inc Michael Graham Hermes F. Non— P.E. Locke Barden P.E, 12N612020 121162D20 12128i2020 Approved Category: Structural Components (677) 441-8368 PE-73776 (334) 300-1600 Subcategory: Products Introduced as a Result of info,Msmadventcom NeeTechnology Compliance Method: Evaluation Report f om a Florida Registered Architect ora Licensed Florida Profeeelonal Engineer F L#5122-Ra Produda Quality Assurance Approvedfor Use Anduoved for Use knew easier, San .# Prod not Modal.Number or Name Prpductbescription Contract Expintfpn Date In HVHZ Dulled, HVHZ. esR rstant I ss I SmanVent Mqd I#1540-510 Dual Function Flood end Ventilation Vent 12r312023 Yes Yes N/A -1001100 2 SmadVent Madel#1540-511 Dual Furcticn Flood and Ventilation Vent i213712623 Yes Yes NA•1ookioo 3 Smad'yor, Mcdel#1540-520 Insulated Flood Vent 1MI12023 Yas Yes N)A t1001-1) 4 SmsdVent Madel#1540421 Insulated Flood Vent I21312023 Yes Yes NiJA a100A100 5 Smad= Model.#1540-524 16&quct; Garage Door Flood Vent 12/212023 Yes Yes WA N/A 6 Smanvent MaSlel #1544570 Wqbd Wall lnsuletetl.FbgdVent 12r312023 Yes Yes MIA a100FiD0 Shd.V lModel#1540-5?4 145&quof: Garage boor Flood Vent 121312023 Yes Yes NJA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fall 111 1n 412g21 L°- W x .i. t"-. :�..-.w ... ua._ ..*,'.`5 y:.:y.i. ✓'a u. ai2,rcam.--. 3l.,ki{zr v^§a:. ,.,.toil._. :s,P Ani�-43'2 �"r. Lv aku��r�.ra, i, '�i-I . - K..e_.__+_ -.�v .*vs:n..,a,.,. ex.�f.i.,.-,. -k =' .-. .. ...f �...:x: . Code Entry or Date Dots Data Pendon Data Tyne Vendor, Maoufadurer Contact Ennineer&deans¢ Validated By Validated Submitted FBC Approval Arpin.. Shares Revision 2020 Drexel Metals, Inc. Jason Shumate Zachary nest Locke Barden P.E. a n a7 R. P 06/10J2020 08/09/2020 08202020 1WIM020 rowed App Category: Roofing (502)303-1511 PE-74021 (3341300-1800 Subcategory: Metal Ropeng ishurnet.pund el.com Compliance Method- Evaluation Report from a Fl or da Reg star d Archdegt or a Licensed Florida Professional Engineer r LikIIF79.R6 Products : '... QualavAresurance Approved for Use Approved for Use Impact cal , Said 0 ProrluM Modal Nuhltier or Name Product Dewripaon Contract. Expiration Date Ili HVHZ outside HVHZ Resistant P e— 1 DrnxelMMal Rogfng Systerds DMG 100NS; ONO 1506,9: DMC 1755, 01200S, lMlRD25 Yes No NA t0/-180 DMG 5V Florida Department ofBusiness&Professional Regulation Page 2 a4 Building Codes and Standards 3162D23 Product Approval Application Detail Pp pP y Code EntIN ar Dats Date Date Pe idmo Jag Top version r'Aanufacturer Content Entlm..r&License Validaed Be Validated Submitted FBCAuoravai Appmwg Status Revslon 2020 ThermaTru Corporation Steve Jasjrwson Lyndon F. Schmidt P.E. Ryan J. King. RE. 041512021 1MI12020 o41222021 06/060021 Approved Category: Exterior Doors (800 843-7625 P&43409 18131767-6555 SubCategory: Swinging Exterior Doff Assemblies 9jaspereDr@thermatru.c. Compliance Method: Evaluation Reponfrom a 0m Florida RegisteredArchi art or a Licensed Florida Professional Engineer FL#Q4629R5.praduots Q alfteA ncenee AAyy,. ed forUaaUse AO1ps ed for Use Impact Des on sad �d ctM�el�N b Name RoduA Ves ,yJnftlion Contract Ex it pod Date In HVHZ Outside HVH Resistant Pressure t a Thertne-Tru Fiber Glasarc and Smooth -Star Ncrmial6&#39 B 6gUctlmpaot6qud; Opaque 12e31npPE No Yes Yes N/A QomposuiteEdg Fiberglass Single Door OnswingfOurswing Xconfgurallom 2 b. Therms-Tru Flher Classic and. Smooth-Ster M al 6&#358 &q d,lmpact&q 1 op. due 1. 12026 No Yes Yes N/A Comp osite Edge Flh rgi— Single,. Door with Sldellte(s)(InsvingfOutswing XO OX or configuration, ) 3 c. Therma-Tru Fiber Gasslcand Smooth -Star Nominal '6&#39.8.&quct-lmpact8quot Opaque 12f312026 No Yes Yes NIA Composite Edge Fiberesse Double Dowellh or *'than Sidelites i,l—drig+0ul—mg XX. or OXXO wrifigurstlons) 4 tl.Therma-Tru Fiber-Classicand Smagln-Star Nominal 8&#390Squot;enp t&quo}Opaque 12/31/2026 Nor Yes Yes NIA Composite Edge Fibarglasshn Io Door II ingfOutsomg: X ccnfgumt om 5 e. Therm -Tru Finer -Classic and Smm[h-Star a I iDf312026 Nominal &quot;lmpact&quof. Opaque to la s Ycs N JA Comp,arm edge Fiberglass Single Doorwith Sid Its )(In glOul u•Ing XO OXw OXO onfg 1 n I 6 1Therme-Tru Fiber -Classic and Smooth -Star Nominal88#8908q oi;lmpact&q d Opaque 1MI12026 No Yes Yes NIA Compo'she Edge Fiberglass Double Dow v.ith w th d Sidelteei (In ling)Outweing XX dr CYAC configurations) . gTheima-Tru Fiber -Classic add Smeom-Star Nanlnal-6&#398&quotlmPat&quot Glazetl. 12J 2026 No Yes Yes NIA Composite. Etlge Fiberglass .Single Door k1su,, n lOutsNin X:ecrit uratlon 9 9 9 e h, Therma-Tru Fiber-Cfassiopntl 8mooth5tar Pl mtinal 6&#39 fl&quot;impact&qugt Glazed 17131R026 Na Yes Yes N!p Composite Edge Fiberglass Single Doorwith Sidelite(a}llnssJinglOutswing XO OX a'OXO g aliens g LThemra-Tru.Fiber-Classic and Smooth -Star Nominal 68#39;88quor:Impeci8gUdt Glazed 121512026 No Yes Yes NIA Composite Edge Fiberglass Double Dow with yr wan out Sidelt dns.vn iOut-in9 XXor OXXO 9 ccnfigu[911ons1 10 i-Therma-Tru Fiber -Classic end Smotlp-Star NaninBl B&#39:0 &quut;lmpecl&quof, Glazetl 12r312026 No Yes Yes NIA Composite Edge Fiberglass Single Door (Insoing/OUtsn Ing; X srulfigurailon) 11 k.Therma-Tru Fiber-Crassicand Smooth -Star. Nominal 8&#39;0 &qof;Im;d t&quot, Glazed IM 2026 No Yes Yes NIA Ccmposte.Edge Fiberglass Smgie Doorwith S tl I I () jln nglo. sowing. XO DX or OXO rnfguml on i 12 I. Themre-Tru Fiber-Qesslc ono Smooth -Stet Nominal 88#3908qud;lmpaet&quet. Glazed 12+51202e No Yes Yes N7A Composite. Edge Fiberglass Double Doww1th or without Sidelltes (InennglOUtemng, XXor OXXO configurations) 13 m. Th Tru Fin -CI tl Smooth -Slat 1 = 12G26 Nonlnal 6&#398& cal lm Ct8 d Glazed 217 2 q pa q No Yes Y s Y. NIA Molded Open Composite: Edge Fit,o g(it" Single: D m rout X m q f ne ) 9 9 9 14 n Thano.-Tru F b CI 'end S "th 9ta Nominal 6&*398 8q at 1 p t&W o[ Glai o 12J$12026 No Yes Yes N/A Mqd tl OpC Comp.,it, Fiberglass single Door with GI —di Molded Open Sid lit e) (I gfO t w g XO OX or OXD ag dons) 15 o_ Thema-Tra Fiber -Classic and Smoon-Star Nominal 6&#398 8q..IJnnped8qut Glazed 1213V2026 No Yes Yes NIA Molded Open Composite Edge F berglass Double p Y,aah or without 3—cl Molded Dion Sidelites, 0nWng1Outs ing XX or OXXO c4nfgurefiens) 16 F. Therma-Tru Fiber Classic and Smooth -Star Nominal 6039 8 f l.M:knpsdt&quot Opaque 12T310126 M. Yes Yes NIA Cwmposite Edge Fitetei.. Sinigis b orwith Molded Open Sidelitets) (hureingiiOutsving: XO, OX or OXO-ofig radods) 17 q. Therma-Tru Fiber-Claesfc antl Smooth -Star Nominal 6&#39;89quot;lmpacl&quilt; Opaque 12P312026 No Yes Yes WA. Composite Edge Fiberglass Double Dodrwlth or - without Glazetl Mdtled Open Sideltee (lns'mg(autslvng XX or=0 comiigursllais) Florida Department of Business & Professional Regulation Pagel pri Building Codes and Standards l5r2021 Product Approval Application Detail �y^"', 2"`aF-:�$�n'�K �i + �c -,-. „-. e � "d`--'���;�.u.'.�n',IGf,•4�`>;P3iN�%.�4,�,`::Y'-��'°sY. �':2�`c .),< �nt'F`"ry,�?- �n�,4'vF.:.. �11v_�i�'r,rttifi�Y,i,..,. ,. ",k��,%qa',,-"{"'v i'�,_k `�i. x��„�"r..-5.;r ��s��,as*,.�"a..�. Fv. ,:�`%''Ysd,'r�a _Ca a. EAttlt or Date Pending � W.'s Version Manrracturer Carteht Enoinear S Lieame, validated By Widened Sulunittild FBC Aopmval Aoamlind gates Revision 2020 POT In du furies Jens Rpso%-,ski Miami -Dade BCCO -CER Miami -Dade BCCO-VAL 111192020 10262020 1124f2020 Approved c gory. Exterior Ooois (041)486-01oo (786)M5-25s0 Bubtategory' Siding Exteror Dow Assemblies Iresbwski@pgtinduabi.e.e Complranea Method:. Cadif Hon Merk w Listing pin !44gsi-R33 Proitywits Qualme Assurance Aooroved tar Use Approved for Use Impact Design See # Product Model. Ndpiberdr Name brooch 0.... one" Contract Enilmil 1pn Dale In HVHZ Outside HVHZ Resistant Presslu4 9 SGD-5570 (La rge: Missile Impact) Vinyl Sliding. Glass Door 041142021 Yes vas Yes NIA March 6, 2023 PROn11CT APPROVAL SPECIFICATION SHEET (2o23) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please proxAde 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 fbr a :Category/Subcategory Manufacturer Product Description Approval Number (s) 1 1 Test Pressures 1 ■ ■ �A. SWINGING Fiber -Classic and Smooth -Star (IMPACT) MUM Fiber —Classic and # Smooth —Star (IMPACT) - F /. :i' - i Ill..: M ■ if: yp MI Windows and Doors Series 420 Series 5570 N: 1. !: 0 s 4p A a # ,s.'- ,i PJ,.RM PellaCorporation a � i Wayne -Dalton m: i -: i 0t a.li Series !I 3 gpsf r lJ. f Wayne -Dalton Series i y ■ i i ! a , i : r ,F #p M Wayne -!alto iiiii % i 34 Lpsif u EMMM Dy yir ``� fir, ` li, '11.. ! # '>)�'': .. i 4 : ...: :,ti _ SINGLE HUNG MI Windows and Doors iSeries 185 124 00 +60.01-60.0 psf SeriesA. 1■®. 1. Pella Corporation �'Series 10/20 I Pella Corporation 'Pella 10 Series +60.0/-60.0 psf B. HORIZONTAL SLIDER r­MI Windows and Doors Series 188 +55.01-55.0 psf Pella Corporation 10 Sliding Window .:Series Series 5520 Il Pella Corporation 10 Series Flange Fixed ra 11 MI Windows and Doors Series 5764 ,r, ,� TT ,iy Series il• 3. PANELWALL 1 Q ` Hardie Building Prod. ` Foal a e ��'Alphai Aluminum, Inc. Solid and Vented Aluminum SoffiLt +54.2/1 psif towelMM 1 _�1 4. ROOFING PRODUCTS E # a 4x I I 1 4a M I Tim ROOF-ING FASTENERS - .O: VEN11LATORS D ROOF '',. a , Comp, ThompsonArch Off Ridge M.._ Vents - L ar r. a :. s . . +i J: f f E. riyOFING TILES - •. A: i �, �. � i, .e: '.�: y :fir. : :. i 11 III F. ;. ". . ROOF Drexel Metals, Inc. EMC i .12131/2025 1A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels e 5076.21 1 r. I American ea Shutters 1s Glass 11 '! _■, —COMPONENTS DCONNECTORS/ III . , ! R-E irillisi ANCHORS I Stnictural Conn. _USP Strong -Tie: f � ,. TRUSS PLATES ITW Building Components Alpine Truss Plates • III ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL,; � 3 Corp. # #- : Concrete Lintels,:i! �r i 1 ■ a■ y. � f:.: if 1 mr •.Commercial Concrete Products:, Inc. High Strength Concrete Lintels N N Florida Department of Business & Professional Regulation Pagel 013 -6-0 Building Codes and Standards V252022 0 Product Approval Application Detail CL S..i Code Entity or Dote Dart" Pgba Pending DDatte 0 T-e Version Manufacturer o Snameer&License' Validated By Validate Submitted FBC Approval is •_ _� _� cant � —� �� Approved �--� � Revision 2020 Therma-Tru Corporation. Steve Jaspempn Lyndon R Schmidt, P.E. Ryan J. King. P.E. 0712312020 07112J2020 07f2gY2020 10f1312020 Approved � }a Category: Exterior Doors (800) B43-7528 PE-43409 (813) 737-6555 � Subcategory: Swinging Exterior Door Assemblies siaspamonCtharmstru.co ' ; V C7't (n Compliance Method: Eveloabon Report from a rn ♦ Florida Registered Architect or a Licensed Florida V Professional Engineer O ^1 PLi12➢9?L1=123:PMdu� � •L w Q 0 CiLeflityAssupeSeb# Produclioodel. Numbest Name: Product Desch! on Contract Expiration Date AooroHdfarlise Aoutsde'HVFFL RespprovedforrUse istant pressure O U 1 a, Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#S9 8 &quotlmpact&quof; Opaque 12I31f2022 Yes Yes Yes NIA `y O �CU Ogmposile Edge Fiberglass Single Do., '4a ` (I n-AngfOuiewmg; X configuration) V J 2 b Therma-Tru Fiber -Class c and Snrooth-Star Nominal 8&#39 6 &quof Impact&quof; Opaque 12131f2022 Yes Yes Yes NIA �1♦ Composite Edge Fiberglass Single Doorwith .^^ 1L� W L Sidelte(s)(ImovingnOutsvwng XO, OXor OXO t✓! }a Q configurations) t� �N•� 3 c.Therma-Tru Fibar-Classioand Smooth -Star Nominal 0900,8 &quof Impact&quof; Opaque IV31l2022 Yes Yes Yea NIA �� 3 Composite Edge Fiberglass Double Doorwith or ,,,,o � •� //1 wrthoutSidelites (InswinglQutsahlg; XX or OXXO � `0 C 7 V configurations) •—• 4 d Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 0 &quot Impact&quof; Opaque 1719112022 Yes. Yes Yeti NfA Composite Edge Fiberglass Single Door �.. a w ( nsvringlOutsvnrig, X gonfiquration) 17 5 eTherma-Tru Fber-Classioand SYnooth-Star 7Jominal8&#39,0&quotimpact&quof Opaque 12J31f2022 Yes Yes.. Yes NIA L -� Composite Edge Fiberglass Single Door with �- n Welt (a) (Inswingl0utswn➢ XO, OX or OXO �•� trig configurations) m/ N 6 f.Therma•TruFiber-Classic and.Smooth•Star Nominal8&#390&quot,lmpact&quol;Opaque 12131f2022 Yes. Yes Yas"i NIA a m Composite Edge Fiberglass Double Door with or = �` 9 Wthout Sidelines (Inswing)Cdbaving;.XX or QX(O ® a» configuraton5) •0 4`�r 7 gTherma-Tru Flbet--Classic and Smoot11.-5tar Nominal6&#398 &quotlmpHCt&quot:G192ed 1.213172022 Yas. Yes Yes NfA icy a Composite Edge Fiberglass Single Door y ^� (I navimgifOutnrddo; Xconfiguration) d 8 hTherma-Tru fiber -Classic and Smooth -Star Nominal 6&4f398 Squotlmpad&quote Glazed 12t3112022 Yes Yes Yes N! ' Composite Edge Fiberglass single Door with E Sideite(s) (InswinglOu£sw4ng; XO, OX or OXO .w wrifiguratictns) 9 1Therma-Tru FiLerClasslo:and Smooth -Star Nominal U&#398&quotlmpact&quof. Glazed 12131/2022 Yes Yes Yes NIA b- Composite Edge Fiberglass Double Door Wm or ryt wth.i Sidelites (ihavAng/0ut5 Ang; XX or OXXO ' 9 configuratlons) oy 10 1 ThermaTru Fiber -Classic and Smooth -Star Nominal8&#sS 0 &quct Impact&quof; Gla2ed I2J3112022 Yes. 'Yes Yes. NIA �. composite Edge Fiberglass Single Door uy CL (I me iinglOutsw rig, X configuration) E 11 k Thermo-Tru Fiber -Classic and Smooth --Star Nominal8&#39;0 &quct Impact&quof; GI92ed 1213l,2022 Yes. Yes Yes NIA /tl Composite Edge Fiberglass Single Door PAth Sidelte(s) (InswinglOutm+4ng; XO, OX or OXO configurations) 12 I. Thermo Tru Filbar-Classic and Smooth -Star Nominal8&#39;0 &quot;Impact&qd# Glazed IV31/2022 Yes Yes, Yes NIA - Composte Edge Fiberglass Double Door,Mth or without Sidelited(InswingYO4tswmg XX or=0 configurations) 13 M. ThermaTru Fiber -Classic and Smooth -.Star Nominal e&#368&quotimpact&quot(Opaque 12AICO22 Yes Yes Yes NIA Composite Edge Fiberglass 51ngle Door with &quot,N6n Impec[Squat, Sideiltets) (linsa gfWaveng, XQ, OX or OXO configurations) 14 In. Therma-Tru Fleer.Clarmieand Smooth -Stare Nominal 6&#3sS &quirt impact&quel Opaque '12f31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dld rwith &quol;Non-lmpad&quat,.Sidelnes (InsvwnglOutswing; OXXO configuration) to cTherma-Tru Fiber -Classic and Emooih-$tar Nominal 8&##39D&quotlmpedt&quota.Opaque 1MI12022 Yes 'Yes Yes NIA Composite Edge Flbergiass Single Door with _ & u Ron Im act& q not Sid"Iite s q ok p 9 (� nswin'lOutawin �XO.O or OX donfi orations 0 g 9. X 9 7 16 r a-ru F1'-Classc and Nominal8 #390 uo Im d& uo'Opaque 12/31/2022 Yes Yes Yes NfA p Them T .bar i r & &q t pa q t, e Composite Edge Fiberglass Double Door with &quot;Non-Impact&quot Sidelites(fnsw1dgfOuts'Adg; OXXO configuration). 17 q Therma-Tru Fiber Classic and Smooth: -Star Nominal 6&#39,8 &quof Ned-] mpled2iquat Opaque. 12J31P2022 Yes Yea No NIA Composite Edge Fiberglass Single Doorr (InswinglOatswing; Xconfiguralior) 18 r Therma-Tru Fiber Classioand Smooth Star Nominal8&#39.8 &quof Non Impactfiquot Opaque 12t3172022 Yes Yes No NIA Composite Edge Fiberglass Single Door vnth Sidelte(s) gnsnAnglOutswing, XO,OX or OXO configuradons) 19 s. Therma-Tru Fiber Classic and Smooth -Star Nominate&#S9'8&quotNon Impact&quof Opaque 12)31f2022 Yes Yes No NfA Composite Edge Fiberglass Double Door vAth or 1l4thout Sdeltes (InswingfOutswlag; XXor OXXO Fonnguratlona) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 Bquot;Non-Impact&quota Opaque. 12J 1 022 Yes Yes No NIA Composite Edge Fiberglass Single Door (4 svrtng)Odb—og;.X oonfigumimn) 21 uThermalTruRber-Classic and Smooth -Star Nominal 8&#39D&quetsIonlmpact&quotOpaque 12)31f2022 Yes Yes No NfA Composite Edge Fiberglass Single Door with Sidelite(s).(InnienglOutnnng XO, OX'. or OXO Coned urahonsi 22 v Thernle-Tru Fiber -Classic and Smooth-Smr Nominal 8&#39 0&qu ,,Non lmpact&quot; Opaque 12131)2022 Yes Yes No NIA Composite Edge Fiberglass Double Door vnth or without Sidelites (InswingfOutswing; XXor OXXO confgurations) 23 w Therma-Tru Fiber -Classic and Smooth -Star Nominal 138N3$8 &quot;Non-Impaol&quet; Glazed 1218112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (lmpmnglOutswing X configuration) 24 x, Tharma-Tru Fiber -Classic and Smooth -Star Nominal 88#398 &quot:Non-Impact&quotj Glazed 12(3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Stdelte(s) (ImWng)OumW rig; XO, OX or OXO configurations) 25 y Therms-Tru Fiber Classic and Smooth -Star Nominal 6&#39 6&quotNon Impact&quot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Doorm th or vMthout Sidelites (IriareingtGutswing; XX or OXXO configurations) 26 z. Therma Truu Fiber -Classic and Smooth -Star Nominal8 #39 0 &quotN cri,4mpad&q uop Glazed 121311022 YesYes No NA Composite Edge Fibergleas Single Door Insw Outsw Xconb oration ( rtg( m9 ) 27 za Therma-Tiu Fiber Classic and Smooth -Star Nominal 8&#390&quot;Non Impacttur t sieved 1213112D22 Yes Yes :No NIA Composite Edge: Fibe-91..s$ngh, ) or with SWelite(s)(Inswing/Quiswrng XO OX or OXO configurations) 26 A. Therma Tru Fiber -Classic and Smooth -Star Nominal 8&#39,0&quokNon-tmpact&quot, Glazed 1213112022 Yes Yes No NIA Composite Edge: Fiberglass Double Door Wth or without Sidehtes.0nswing70utswinT XXor OXXO c-fig—tiona) Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1612021 Product Approval Application Detail Code Enti[v pr Data Date. Date Perrone. bole. T1a version Manufacturer Contact Enoinear&deans. Validated fYg9d_g_dS.S.t ttetl. F BC Approval Approved Status Revision 2020 MI Mfind and Doors Srmt stronger Luis Robedo Lomas Steven Urich PE 10/062029 1010 020 IN19,12020 12J152020 rated uYs g M. s>?. App _. Category: Exterior Doors I717) 365-3300 PE-82514 717) 317-8454 SubCategonc Sliding Exterior Door Assemblies bsfmger�.mitnd.com Compliance: Method: EValUatioi Report from:a Florida Registered Architect ore Licensed Florida Professronel Engineer Fjatl 2-Ng$roducts curallry Assurance Approved for Use Approved for Use Impact Doel n Sao # : Product Model Number or Name Product Description Contract Exolretiou Date In HVHZ Outside HVHZResistant pre".. i SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO IMI2024 No Yes No N/A 145-314&quot."&,quot; NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO. XY. 12,131n024 No Yes No WA. 96&qud1a0&=dt PION -REINFORCED 3 SERIE5420ALUMINUM SGD REINFORCED SERIES 920 ALUMIPUM SGD REINFORCED OXO 121312024 M. Yes No NJA 145-314&gii.tX96&qud: 4 : SERIES 420ALUMINUM SGD: RENFORCED SERIES 420ALUMIVIUM SGD REINFORCED OX 12D12024 No Yes No NJA XO XX968quof 5 9ERIEs 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM M SGD REINFORCED XXX 12C372024 No Yes No, 141A 143&.quot;x96&.qua,: CD Florida Department of Business & Professional Regulation page 1 ofs Building Codes and Standards 1r9i2oz1 Product Approval Application Detail W '::'VrN . �£ rti1. rq ,§ , sou,,. r ,r:^,..., - y,,,CD ,.: , "irl'. , _., i,.,...: . ._.a.-£_-s^i., r..... .,, r",. Mi .&. ,,. .'C,`�ilo--P'.,. . , " ., ."' v =tit'.' ,.ttr .s ar s- : sY.,`^�'..-. `a:. e. <a..,s v..u�.'.->:��.» �. Coe FstIN or out. rate Data Pandirs am - Type y Version Manufacturer Cantag Enoinear & License Validated By Validated Submitted FaCApprovdi Approved atu Revision 2020 Wgd,,.Caldri, a dlsion or overhead: poor [)wayns K—Nh John E. Soalas-.11myP. Arneson. F's. 1Din 22p20 13921912020 1023,2020 12/16/2020 Approved. - Corporation (330)763.8t21 PE 51731 (904) 821-5200 - Car gory Exterior Doom dkomishowayna-dallono S.IbCang.ryt Sectlolal:Exterb Door Assemblies 6m Compiler. Momotl- EvalU3tlai Report in... Flofea RegiProfessional Engineer or Licensed Flodda co Professional Engineer FL#8248-Rag Products 0 Cuauly Assuriano. Agarayad for Use A,grov.d for Use Impact Design $ea# Wonted Model,:Number or Name Product Description Condacl Exphatmn Date In HVHZ oulelde HVHZ Res arlt Pressure 3. '80DOB10018200#1105 9&#39: Max width 14&#35 Me. height: Glazing 121312023 Na Yes Yes-31:001-35A0 > available in top or intermediate section. 10 8000I8100/8200 #1123 168439: Max width 14MO Max hap ht. Glazing 12131f2023 No Yes. Yes +loin-nso ap vailable in to or intoimedtate section, g .. 11 8000/B10018200 #1 t24. 168Y39:.MaXwidth. 148439. MaxheiIII. Gl. in" 12131 iz023 No. Yes Yes +34.401-30:30 O available In top or intermediate sabtian: Florida Department of Business & Professional Regulation Page 1°ef1 � 0 Building Codes and Standards lrsro2t L� Product Approval Application Detail 1 43; ^42 .:.: ,-ems_ tip-xi'w. � x� _. _<,__-�. .,. :; �.. _- ,, ,-. t `. , _ ..z.,� :.w.� ♦^ Code .� Endir r_r .. pia Data Date Pondno -Mee, � V T"we Yarl Plarinuffoarmor Contact E i r&Lice se validated Be Validated Submitted FBCAw, at Awandetil SWt- Retision 2020 Comes D1Mew of AADO Inc Tom Raday UL LLC Tray Bishop,. P.E. I210r2020 127p12020 12212020. Appro+2.d Calogpry: Exterior Doors {641) 434-2813 1954)947-0880. Subcategory: EVedor Door: Components Camp llanee Method: Certificallon Mark or Listing m fijitj UWAS Praduets Quallty Assurance Aoporeedfor Use Approved for Use impact p sl i S§e k P oduet Model. Nu h r Name Product Desc n on taCtract Ezo 11 Data In HVHZ Outside 14VHZ Rere Resistant Pssure i :607 707, 727, 747 r57, 777. end 8475ngle and Parrs 0 Flush, t1h, tl and Louvered sIngle and pairs of 12l372025 Yes Yes Yes NYA Doors hollow metal doors. 0 co co LU Florida Department of Business & Professional Regulation Pegei .12^' Building Codes and Standards Irro2l ¢ W Product Approval Application Detail Z Code entity or Data Date Date pending Date Ty Yerson Mfforneturar contact aratine.,'&License Vandebod avvalidated submitted FBC Alare-I Al Status Revision 2020 MI Windom= and -Dods Brent Stringar American .Architectural Steven M. Udoh. PE 1U172020 11/1712020 112712020 Approved Category:: Utlndptvs (717)365-330.0 Manufacturers: Asswatlbn 1717E 317-6454. SubCategory: Single: Hung. hsddhgerQmiwd:oom: Cempilanea Method: Certification iNark&Listing SHEET NO. Quality Assurance Aoprpvetl far Use Approved for Use Impact. Design Slid # . Product Motlel. Numberor.Wante :Product Descrlod.0 Corkraet Exnlrallon Date In HVHZ Outside. HV Reetenuott Pressure 2 185SH 82x72FINFIengass eFrameIGISGSingle Huns 101082023' No Yas. Na +601-60 �/ A ` 1 ■ ■ 0 Laminated Gl T_ -6-0 a) Q) C_ I Florida Department of Business & Professional Regolation Pages .is Florida Deps rtmGnt of Business & Professional Regulation page I .f I Florida Department of Business & Professional Regulation Piage 1 art Florida Department of Business & Professional Regulation page 1 of 2 - M (1) -4i.- 0 -0 > Building Codes and Standards 1i25f'D22 Buldl rig Codes and Standards 1&1021 Building Codes and Standards 1 ISY421 Building Codes and Standards I S-021 = 2 2 -­ -0=3 Product Approval Application Detail __ Product Approval Application Detail Product Approval Application Detail ProductApproval Application Detail c- = (1) 0 "_,"1111111-111 __ I Mm ­'­­ -_ - 11 ..... : I ' ­_ - -, M, ��f'�' F, L'. ," a) C:) 0 L_ - code Entity o Date Date Date Pending Pate 7 .. L _' , - I I I ____'-1­1 - I,.,,--- Entity ­ Date Pending M -0 o- = TWO version Manufacture Conrad Enalreel & Uclonse, Validated B Validated Submitted Palo Aqaom�l Approved Sierra Code T". Venotori Manufacturer Enfin, 291 2111.1 Data pending Late Contact 8'.1therair a Uc-. Validated B� submitted Fific Approval Approved $law$ code TV- Version filartinflectLro, Entity or vate Data Date Pending .set - Validated an, Vitildl submitted F&C A-roval Det. status .rg� T'as Vairsion Mamufacturar or Cgul Encinaorg Licansl Viefidl & PAIL gets Date Submitted FBC A0provad A,or-,d Status . -4-0 W (3j R-iti­ 2020 Tharme-Tru Corporation Steve Jasperson Lyric- F. Sch mWL R E Ryan J. Km9,L P. E� 10107i'2021 09118f2021 1011WO21 1211512021 Appr-ard . Anuan, R.,At:,- 2029 M[ Windotis and Doors 8 ... t Stfilge, American Amingectoral Steven M. torch, PE lii2moczo 11122nD20 lla&2020 Approved (M 0 Category: Exterior Do.rar I800) 843 7623 PE-4M9 (813) 767-6555 Affirmatim 2020 PcTind-ule. Cahaacory: Wrd­ jons R­ld Mi.rril 13COO - CER MI-I-D.do SCOO - VAL 1110512020 1105i2020 1111V2020 Approved (941) 486-0100 315-2590 RoVs., 2020 MI Vindows and Doors Cia-glory: Windows Brent Silbinger Amer— Arch tortural Steven M. union. PE 1010al 1010(Y2020 (T17) 36�-350G M.rufactunisni Atisoctirtmin i7q 7) 31 T-8454 1011912020 App­d Category.' VVhdows 1717� 365-33M MimurfootortartiAs-listjoin (717) 31 T�R454 I __ a =3 Co -CU ' Fn Subcategory: 6wriging atom., Do., AwerrilAiies .jwper-n@thamraIr.... (786) , Subcategory: Fixed bst1,r­gaqgmrvd­ Compliance Mfiythod� Evaluation Reportirom a m 5.1categioirr. Single Hurq jrcewsklQigininkoustries, Qm SubCategorl, Halizoticat Sider p,ItImOsnM_.i9,d- Compliamoo Method: Cialif-tom Mark or Listing (D _0 0 -S? Florida Registered Architect ora Licensed Florida Carriplion.filaelhod: Ciatilic4li Mark or UsIllng Compliance Method: Cortilli Mark a Listing C) .0 Professional Engineer Plot 730-R28Prad FLC5351-HR Prodigal, I ELOJ534OA14 P-�dqgts . = 0 - L_ (3) FL#2046i-R7 Product Quality Assuinfints Apirmoved for Us, Aminovind far Us, laroact Doslion I Qu?)ItW Assurance Aporroved f9r Use Approved for Use lai coal Product I Apirinmrod for Us, A,,,v,d for Us, Ini notion 16- 0 0- = 0 - 3: seq 9 Product Model, Num bar Name QualityAssurance Product Approvedforuse Approvedforti Impact Design A." Product Modal. Number or Name Product DoseriplJoin Cornmeal( Expiration Date In HVHZ Outside HV likesegaint Pressure yes Sofas P-d.& Model, N-lbar gfi� nomin. P1.doCt D..fi3ti.a Cortract Expiration Date 1, HVHZ ousadis 14VHZ sissistant lanisfame t!"Go Model, Nuni or Name dgOkjAJ�Awu1an, ".duct O"allou. rilral Mirifillon Date ,I, HVHZ Outside HVHZ Resistant Pressure = 0 LL 1 or a Therma-Tru Filber-Claussio and Smooth -Star Derscritation Contract Expiration Nominal 13M39:8 t1quMirlon-Impacti5quot Opaque IM112022 Date in HVHFZ No Outside HVHZ y_ Resistant No Pressure MIA 2 SH5500 li_­g. hostile Imp.&) . Vinyl Single Huntl a7MM25 Yes Y.� NiA I HS 186 ". and Flitinge Fnam. 7:�.62 I ­Ihaltdl Glass 0211MO24 No Yes No -551-55 1 les PW 73x 72 Inalififiled Glass 0411OV2023 No Yes No 'sa,so = - - M 0 -+-J 14- - M Compoatte Edge Fiberglass Single Door M 0 > 2 b. Thermat-Tru Fic-Classio and Smooth -Star OrswngfOutwiing: Xconfigurartion) Nominal 69#39;8 &quot Nond rinpacItLquot; Opaque J�J31/2022 No Y.. No NJA el". U) . Composite Edge Fiberglass Single Door with C" L_ Sidelile(s) OnswrigiOubewrig; XO, CXcr OXO I = - - a) CDL nonfig"Mm-) 11i - " �m ' 0) 0 CL 3 c, Thamr.-T,u Fifibiar-Camlc and 8mooth-Stat Nominal 6&#39:8 &quot;Non.ImrpAct&quct: Opaque 12r3l/2022 No Yes No NJA .4- -Z= M -.2 LIU- Fba,,ghasa Camposta Edge D.ti Door \Mth or without Sidl (InOwing/Outsiving: XXor OXXO a- 7 0) 1. 3r__ -0 . = W < configurations) p - 4 d Therms-Tru Fber�Clwsic and Smaoth-Stifir Nominal 7&#39:0 &qiuot,Non-Impapt&quof Opaque 12Mf2O22 No Yes No NIA . a: C-- =j --- __j I X./ Composite Edge Fiberglass Single Dpor C111 W cj, 5 � Thermes-Tro Pilb-Cl.tasic and Sm.cith-Star (InsiAngfiDutswing; X configuration) Nominal 7&#39,0 &quot;Non-ImpaGt&puot, Opaque 12131f2M Composite Edge Fiberglass Single Dow with No Y.. No NIA =) % "" 0�4 - '= = >Z' = U_ ig: Siddit-N) (Ins"Angloutswing; XO. OX or OXO .. cc co� - configurations) 10 C-4 .= a 1. Therme-Tro Rber�Clasiso and Smooth -Star Nominal 5&#39:0 &quotNon-Impactiquot, Opaque 12t3112022 N. Yes No WA Florida Department of Business & Professional Regulation P.O. I of I Florida Department of Business & Professional Regulation P.O. I &I Florida Department of Business & Professional Regulation NO I - I I " = W - a Composite Edge Fiberglass Single Door Building Codes arid Standards liTV2021 Building Codes and Standards tN2021 Building Codes and Standards 143121) ""z" - " W 11 za, (I-Whig(Outsvving, X configuration) -G- _= - 7 g, Therma-Tra Filber-Classic and SmoQth-Star Nominal S&#39:Q4,ju.tdNon-[mpiaoc&qijpI;i Opaque 1213112022 Composite Edge Fiborglifi.is Sing]. Door with No y_ No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail I E - = = 8 h. Therma-Tru Fiber Classic and Smooth -Star Sidelle(s) (I hiswinglOutswing; XO, OX or OX0 configunstons) Nominal 69#3g;0Skquot,Non-ImpacAquot Opaque 12r.�I i2022 No Yet No NIA - C2 - ..:x 'LA , � cc - .,--' L L 'LL L L "I 1. LLL L , , - -, ­ ��� 1. " __ ---I. __' "_r"-__3F"',w , �'­- -,- ­ -, , - - ---- __­____'_______"_'_1 ' "7"'n�t�&�,,�--'-:'Z�Wu �'L?t"',��-'-��' "I , -n ;��- _ .j�' _­�"';' ��­­­"­__111­1"M ,ft - , "" -"' _ L. g_ �' W.MW � � ,7�" ­'3� ,'� ovr!,��-�' "��" __7�� '_ _ , lia", - -, , �7_ �'V _1 Composit. Edge Fibeirglase Doubt. Door with or vithout Sidelitas (I nawir,ii/Outi XX or OXXO Code - �­­ - � . - Entity - Dart oat. ()at, P.roffing Data C-4. Erdity or Cal Data Mil, Pandin, , �1� L ­ _. - Data - �_' " 92& L, �:�3� - a;� -- �_ Date old. vat, Ptimon. cars BI: C, Go J= .5 cj W 4 configurations) . Tv- Vol fifilau-Notareir Contact Engineer & Llo­ V,Hdftd By vali".4 Submitted F[3c A. ­I A,Pr.-d Status T­ Vensloun Marrarfactimor contact Iii,,lifinte, A ukoams, Vallabillild ll� Validated Submitted FOCA-rainal A,o­ gradul Type Version Ifinum"feeturer Contact Entall & Llca,­ Validated Dy Validated Submitted F13C Approval Approyed = = 9 i. Therml Fiber -Classic and Smooth -Star Nominal 6&#39;8&quot:Non-1mpact&quot, Glazed 12/31i2022 No Yes No N/A Affirri 2020 PST Industries J.oa R­aIdi mi.mll RCCO - C�R Miami -Dade BCCD - VAL 1 iMM20 1 1 iOS12020 1111112020 Approved R.Ms,on 2020 Mt Wind- and Doors Brent Stinger Ld. R L-.s, PE Steven 14, UrchL PIE 1=612020 IWOO12020 1 OJI 0/2026 12ili!V2020 Approved Animation 2D20 PISTIndustras J.na Ro--ild Mlitnit-Dific. ECCD - CER Mi.ml�D.d. 8CC0 - VAL 11)0612020 11MJ2020 11111i'2020 roved 0) j= 2 :I- - Comp.tut. Edge FiloexigI.-Singla, E�DDT C.t.g.ly: Wind -a (941) 486-01 DO (786) 315-2590 Certainty. Wind -a (717) 365-3300 PE-62514 (717) 317-8454 Calegomr. VMnd­ (941)48"iOD (786) 315-2590 ,iiii- W =_ .= (IniswingiOutswing; X configuration) SWICift.gkoly! Fimtd ji,cs-skl@pgaindoilmoso SoInCotailinry: Ml biddlingeraml�d­ subcatgeon, vaillors, ;rcewtd@pgandusulesc = E 10 j. Therma.Tru Fiber.Classic arid Smooth -Star Nominal 6&#39;8 &quot;lion-Impactisquot, Glazed 1213112022 Comin.airt. Edge Fla.191 ... Sing 1. Door Wth No Yes No NIA CorripHon.. Method! Ci,illfic.11- Mark ot Listing L Om Compliance Method: evri Report Pon, a Florida Registered ArINK.O.- Ll­­d Floxids C..Plla-. MOM.dt ClItilleart.ri Mark or Listing .m = 0 E: Lj Sidelders) �l nswinglOutswing: XC. OX a OXO F L*2434`124 Rodin Pn.feii.immil Engineer F LAZOI A13 Products "L_ 11 k Therml Filber-Classio and Sinvoth-Star configurations) Norninal 60a9:8 UluctNon-Impectikquat; Glazed 121�012022 No Yes No NIA cutlet, As-anoa Apyrolid1fortis, Anoro,uid for Use himme.1 Deal- FLIM5353-FtS Products Quality At'n-arkes, Atacranivill for Us, Annorroved fur Use hm-d vastion .2 Z Composite Edge Fiberglasis Double Door Wth or sang Pod-t M.M. Number air Name Product Eirsoriorflon Cont.0 E,aalriiiti- can. in HVHZ Outside HVHZ Re'sistant lant-iry S an A Produot M.M. Number or Name Product Descrintion Contratat Extilrallm Il 11) HVHZ Outside HVH R"Wwt Pressur. without Sideltea ll nevAnglOutswirg; XX or OXXO 5 PW-5520 fl-arge Missile mpa�n Mn�l Flk,ad Nod- 04,30;2025 Yes Yes yes MIA Outsfity Assantingai Agairovadfo,ijes Aparovad far use lintel Deal- 1 Mullicris for All Dooni out it W1ndN,a Xurtilhurn Marione D5r26W26 yas Yes Yet NIA configurations) se" Pr",,t Modal. N,,b,l or It— Pnno-t Dia-dintikat, CloctTRO EXDkoWil Date In HVHIZ O,lakdkka HVHZ Rasistant Pressure 12 I- Therme-Tru Fibef-Classic and Smooth -Star Nominal 7&#39;0 &quct:Non-Impi;ot&qLkot Glazed 121SI12022 No Yet No NlA, 2 5764 V.nfioal Aj,mr-a, Mullr�m IMV2024 No Yes Yes N/A C,ompoalba Edge Fibiel Single Dwr tinevimug"Outswing: Xconfiguni 13 ML Tha,­Tnui Fib-Ol.wi, and Sm-th-St., N.Mi-I 7&999;0 &q..l:;N.n-Ir­p..t&q­t­ Glazed 12131i2022 Composite Edge Fiberglass Single Door wth N. yers No NiA Sid.lits(.) (InOwng�Outswirg; XO, OX or OX0 configuratione) 14 n. Therma.-Frut Fiber -Classic and Smooth-St2r Nominal 8&03910 &quot;Non-ImloncMquot, Glaced 12T31J2022 No yes No INJA Z Composite Edge Fiberglass Single Door (InalvingfOut-hill' X confligunstitan) 15 o, Thermat-Tra Fber-Classic and Smooth -Star rubminal 6&939;0 i4quotAor-Impact8quot, Glazed 121�012022 NO Yes NO NA Composite Edge Fiberglass Single Door Ath Sidliffite(s) (InswinglOutsvving; XO, OX or OXO config.ri Florida [)apartment of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation Page 2 or 2 Florida Dikiplartni Of BU$InO$$ & Professional Regulation Page 3 of4 16 a Therma-Trit, Filber-Cla-1. and Sm-th-Ster Nominal S&#,39;0&quot;NDn-lmpact5quot; Glazed 12/3112022 Composite Edge Fiberglass Double Door with or No yes N. NJA Building Codas and Standards 1 M12021 Building Codes and Standards . laily2u2i Building Codes and Standards 302023 wthout 6idelites (I nswingliOutsvving: XX or OXXO conigural latoncliketApproVal AppliCation Detail Product Approval Application Detail Product Approval Application Detail W 17 q. Therma-Tru Fiber-Clasysic and S-oth-Star Nominal r%#39:8&quot:Non-jmpacI&qLpt: Opaque 1213112022 No y - No N/A - ,v--u-",-�­ . - � � '111 , , Y, I I , I - 1: r . 11, . Composite Edge FIb.rgI ... Single Door Wth 16 r Thormal-Tru Filber-Classic and Sinnouth-Stair Transom (InsWirgiOulawng; CiXiounfiguration) Nonninal 6&#39;8 &quct;Norr-Impact9quot Opaque 12IS112022 No Yet No NIA code %3� ' 'LL �' I I Emily or pat" oat- Darto Pinidincl Date �92 Entity or Dart Owe Ca. Pending , ��' -- .1 " 1. Data 92A Sat, . ­ 201 U . Data pending &* Cfar­nipoeiib� Edge Fibeargliass Single Do. -All, Sid.IR.(.) and T ...... (In-urglOotswinlir OIXO. Ourox .' OnOxic) ponfiguration.) - TV. version z1fitnufactumer Revision 2020 James Hardio Building Producta. Ing, countoot Fromeal U."as. Validated! R, Validated subtrildned FBC Anagroyal Asporcty, status Chad 01-ts V, Andi-,%v Too John n ,Southard. P,E. OIMS12021 IV141202O DIJOS42021 cling PEC Anon TID. Viorson lainufalictono R.m.fcm M20 Aside Corlett E-Initar & LI - ans - Validated 8, Validated Subanittod FEC A,,s,l Nick Thompson Lyndon F. Schmidt; P.E. Ryan J King, RE DV15M21 02n �021 02=021 Aito,ovail Status 00312921 Approved I-- version Manufacturer Revision 2020 OAF contact Enounfirea-&LIcems, Mandated ft Mloniel Soon Roban Menninfm John VV, Kri ... vich� FIE Validated 4ludgmithad FEC A --A Arn-ond St,t- 12/1912D22 I M IM22 12cO12022 (i Approved 19 a Therma-Tru Fiber-Clawic and S=oth-Star Nomin.1 6&#�Qr8&qukot,N.ndmp..t&qu.t; Opaque 1213112022 No Yes No NIA category: Panel Walls (909� 545-8359 PE-81662 .'352)S67-2526 Caballl P.-I Witils tMO) 922�23SG PF43409 (813.) 7a745S55 Category: Roofing two) 766_�111 PE-MI66 4 954) 772-8224 Composite Edge Fiberglass Single Door with Subcategory: SIdng �h.d.di.rck.@js­hs,d4 s.bc.t.jl S.1fis nth�p,,n@afside.com Subcategory: Asphalt Shingles m'II.§@gal Sidelirl*s) (In-AnglOutawng. XG, OX or OXO Compliance Method-. Eveluation Report from a ­m Compilpm,a Method: Evaluation Report from a Compliance Method: Evaluation Raport Petits mi Continuous Head arid Sill configuratiom) Florida Registered Archltad .ra Licamnad Florida Nord. Regatemed Ar,hlloct., . J­­d Florida Florida R.giiitsredAr.hIt.o1 or . J.­ed Florld. 20 t Thwma-Tru Fiber-Clonsgic Ono Smooth -Star N ominual 8&#3ailO 8quo�11or-Impact&quot: Opaque 1201f2022 No Yes No MIA Pnof­!.nol Engines, Professional Engrear Professional Engineer Compadthe Edge Fiberglass Single Door with I I I Sjdetite(a� OnswirgiOutswrig; XO. OX or 0X0 F413192-Fill Pnoxiiint. I I I I'Lle](11124-til litrodol � 21 u. Therma-Tm Fiber -Classic and Smooth -Star Continuous Hew and Sill configurations) Nominal 6&939,8 &q.ot; Non-Impact8koluot; Glazed 1213V2022 No Yet, No NJA -F Life impact Design Quality Assunfiftif Appin,godfrgrUsy Approylail fe Quoillb A.fauca­ Aggrov,di for Use Atioreved for U,, Il Derhan QU.IItvA.ura­ Apyroyerl for Use Approved far gas Impact Design Composite Edge Fiberg ­ Single Door with 8-44 Product Model. Number or Name Product Description Contract EXD"lw Date It, HvHZ Outside 4YHZ Resistant Pressure 9-99 Placo.t Modal, N..b. .1 Me- Prisoloot D.-,Ipb C.xroot E.r1rail-Cal. In HVH7 Oulsido HVNZ It -latent Pressure 8-09 Product Model, Number or Nam, Product Destriollcm C.Ognact eyloinitori clars 1.1 HVHZ Outside H Resistant Pressure Sidelilte(a) on-Ang/OultoWing; X0, OX or OXC 1 C­P.4 LainSiding ib-connatit ap siding I MV2023 Yes yes MIA K/A 1 a, &qJo:;2T&qu.t: Sofilt Vent or Solid Vii Soffit 12131,2023 r10 yes No NA I OAF Asphalt Roof Sh ingleii kor usen F 04� nor-HVHZ Fb.1g.. riunlorced 3-1ab. lamunated, 5-hato and 12MS(2025 No Y.$ MIA NA I Continuous Head and Sill configurations) 2 Hiardflae­k Lap Sd1rg illb-cement ap Sri 12ZU2023 Yet Yes MIA WA 2 It. ta�cl T4&q�.t; S.1fit Vent or Sold Vinyl Sarre 17131QO23 N. Yes No NJA prisdidl­ hpirid,. -phalt,hingres 22 v. Therma-Tru F ilper-O­ii, and Smooth -Star Nominal 8&#3S;D&quct,Non-tmpapt&puat Glazed 1213112022 No Yes No NIA 3 c. 6q.d:Gnfarbn.r Vintage, Basded&.#39: Spirit Vent or Sold Vinyl Soft 1 2131 CO23 No yes No MIA Oompiasite Edge Fiberg law Single Door with 4 d. &qo.to6&cuct: Scarf Vent or Sold Vmyl -offit 1213IM23 N. Yes No I'll Sidall (InalvinglOurtsvilng; XO, OX or OXO 5 e, &c..t.Chal O.k&q.pi; S.fflt Vant or Solid Vmyl Pont 12IM12023 No yes No MIA 23 w. Therma-7ru Pilb-Classic and Smooth -Stair Continuous Head and Sill configurations) Nominal 6&09;8 &quot;Nom�JmpaCI&qUot Opaque 1213112022 No Y.. No NIA 6 f &q.ot:s-ps' sp-.&quct� Solt Vent or Sdid Vinyl soffit 12y3V202� N. Y.' No MIA Composite Edge Fiberg law Door Panels with Vented SidialiWs) fln-AngiOutswrt XY YUKK or 7.YXX ccurfigjan,ti.n.) I 24 ,u Therma-Tra Fiber-Cessio and Sirrinoth-Star Nominatl SU39; 0 8quot Non -I rinpaid8cluot; Opaque 12131[2022 No Yes No NJA rompoOnte Edge Fiberg iaw Door Panels with Vented Sidelite(s) (InswingiOul XX XXX or XXDtX configliunad ... ) 25 y Th.rm.-Tm rlb-Classim and SmKoth-St., Nomi. 1 6&*39: 8 &quot Nion-1 mroaciu&q.iot, Glazed 12/3112M No Y.. N. INA Compossto Edge I'lloarg inss Door Pta nels whit, Vented Sidelitia(s) P-whillOubevving, XX XX)(or X,'O(X Florida [)apartment of Business 8 Professional Regulation Petal off Florida Department of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation P.Q. 1 of 1 2O ZL Therma-Tra Fiber-Cles5io and Smooth-Stv ounfig.'sti.n.) Nominal 8&#n;O &quot;Non-Irripact&quot; Glazed IV311= No Yes No NJA Builcling Codes and Standards 100=21 Building Codes and Standards 102021 Buliding Codas and Standards Ifiel Composite Edge Fiberglass Door Panels Ain Vented Sidelibe(g) (In-AngfOutawfing; XX, XXX or XXXX configurations) PrOdUCtApprovat AppliCation Detail Product Approval Application Detail Product Approval Application Detail 27 za. Therml Fiber -Classic and Smooth-Ster Nominal dl &qvot,Non-ImrpaGt8qUot: Glazed 1213112022 ComposteEdge FibeglawSingle Doorwith38#39:0 No Yes No INIA I- L . . . . . __ !V', ZV_nW'�N� il'� "' , Sidelito(�) (Inswing/Out-ung: XO, OX or OXO I I .1 -1 r, � I", , ­ 'V"-, s' �� I V -1 � I'. -- - _1 - "I'll" � , configurations) Code Enikv ., Date Did. Date Pordlino Data '�Qc� Emili Ewe Dal a Dan. Pandno Di code Entity or 211LI Data Final 28 z1b, Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&939�5 &quct,Non-Impaod&quot, Glazed 12i3l/2022 No Yes No NIA -TYR, vut Mon.re'nurtur contact En,i-,,& Wksions. Validated 8� Valideed Submitted Fad A­vA Agar -ad Aulla ZY21 V,,I,,, Man.f.d.n., Contact Ejmoj­& U-ne, Validated Ev V,HdM,d Submitted Fad Acturoyatl Ariannivad StAus Type Monson Manurfacturor comt.ot tan,alin- & Ll-- Vell By _DA. _D.& Validated submitted FgC App-sid Approvad Status C.mp..fto Edg. Fib.,g Is. Doubts Dolar Win Rsvinion 2020 TAMKO Building Produots LLC Kerrl Eden Robert Niomiron John W, Kn-vich. PE 10/0412020 09129f2Q2O 10A 2SO20 IZM612020 Approved Rev!�icm 2020 L V Thompson, lnc. doa Thompson Architectural Tony Chilotman Zachary R. Priest Steven M. Uncti. PE 0911 V2020 09116rZ020 D9J22(2020 12J15f2020 Approved R.,A.i- 2020 Flards Motel Products Inc. Clark J.ros James L B.olkar. RE-0 Steven M. Ufth PE 09)2712D20 OR25,"2020 1004n020 IV1612(320 Approved S&439:0 Sidiolites (InewrabOutswing: 0)0(0 configiurall Categ-F. Poplin (417� 624-f,644 PE-5gi fa54) 772-6224 metals Com,pany 4TAMEO) (BU) 248-3456 PE-74021 f717) 317-8454 Category: Rooting (9D4) 78S8400 CI3UCK Falifir­rIng 4T17) 317-8454 29 go. Therm. Tru F,Ibe,-CI­, otiol Sm.,ol NigmInat8&#39D &q­�N.n-Impaotk%q­t; Gl-.d 1213112022 No Yen, No NJA Sunticesig.rin: und.rinymimts kern ed-olannoo-m Category: Rocing tcny@g._t.k..fing..m S.IoCifilag.ry; R.orfinnA­aacnas th-t are an cl�'ki@n­_ PC-31242 Composite Edge Fiberglass Single Docirwith 38.039:0 Co impliance tall EVolautiffen Report from a Subcategory: RoollirgAociessifirlesmaitaroari lint.ignil Pon .fine R.oling System Sideline(.) (1-yonglOute.mg; XO, OX or OX0 France Regialeed Architect .1. Lilens.d Pl.ride Integral Pan ofthe Roong System compliance Method: Evolijintion Report firom a oonfigurationt) Protesaicnal Engine,, Complian. Method: Evaluation Report to. . Flodda R6,41ideneciArchitector a Licensed Florida n zd. Therma-Trut Filaor-Clawc and Smooth -Stair Nominal 8&#39:0 &quotNon-Impad&quot. Glazed 1213112022 No yes No NA Florida Registered Architect are licensed Florida Profeational Engineer C-picarts Edge Fibierillifiss D-ble, Door Mrith FIL912328-Fle Products Professional Engineer '3&4%39LO Sidelftes (Inawfing/Out-Ang; OXXO F U4215al Products I 31 ze. Thermat-Trut Fiber-Classleand Smooth -Shor config6ration) Nominal 7&#39;0 &quotLNon_Impac1h&duo� Shalter 12/31r2022 No Yes No NIA 4h.-A P,d.d Model Number or Name Quality Astarimoo A-anwadforUs, A-1-0 for U, hi Desian Pood.ot Dautiodl ccurfifiniot F.Phration 0.11 1, HVHZ outaid. HIM Resistant Pm,- FLiMS916413 Prind,sts Quality Assurance Agwroyed for Use Avarriwad for Us, Impact Daialkan aii-A Product Modal. Number or Name Quality Assail Approved for Vae Approved far Use Ifflaucil Design Pr.duot Derocn.don contract Eagrati- call fin HVHZ Doland, HVHZ R-istont Pr,s,,. Series Composite Edge Glaz,ed Fiberglass Single I TAMKO Foci Jndkulhymne�ta (HVHZ) Roof undedayments for use In PBC HVI-Q 06M/2023 yes No MIA N/A a-# Product lit Ithunaln, ,IN,,, Product Dauspinauthani Contract E-rathan "it In HVHZ (k,law, HVHZ Resistant P"aasigns, 3 3 - FLAMCO Ifiquot:RV 10 Flogs Vent&quot: Aluminum Ridge Vent$ far pitched rocis fabricated IM1,2024 No yea No MIA D-,,Mth or without 1&439:2 Sidekfats� (InsvvinglOutsymng; K OX XO or OXOocnfiguraatjons� 2 TAMKO Rod Undarlaymer,ts jurisdamst. '11C 06129= I TAMCO Flat Top Off -Ridge, Vent .ith Bille for Tile 20 ga. static roof,.filtid.r vAth tari O9/0:i2Q26 Yes Yes N/A N/A fro, 0,M'Adumhum trION-HVH7) Rool.ldsilsyruem. for us. in non-HVII-9 M. �fs WA N)A 2 TAMCO G-in,r.cit Vent 26 itill. 09it) =26 No Yes N/A -cy-52,5 jloadl 3 TAMCOOff-Ridge R-I'Vointwith parts 26 0a. ataft-f-riti.torMth titegetailb.111. 0110:i2026 ye Yes MIA WA 4 TAMG0 Round Top Off-Rldgra Vent 1VIth Baffl.fornlo 26 ga. titatio-i'ventil.t.-Ith b.ffla 09fo /2026 Yet Yes MIA M/A Florida Department of Business and Professional Regulation Flolda Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation P.O. I a I Florida Department of Business & Professional Regulation Page I of I Building Codes and 8tandards Building Codes and Stands rds 1?7/2D21 Building Codes and Standards Ifn2021 Building Codes and Standards 3r,/2023 Product Approval Application Detail 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) "I `,�111 - . � r . � ., _7;�' -, , �',v .3,�-,",-�",-?�,�',"�.,�,31,", 1'1�"--��p-'.4§, I 1., "��C"�P'L"j-;� _'t,.'5��'T' W1,1cn' ,� � 7; � �- L'�t' r�!-' �_041__ILW7 i�'��_'AM�r -1:�e,3,�:11",i�1--�,�ll'-��,�,,,-,��:,,%�-��a"-Sggmw6�,-�-�,�,,,���.��_�'t-�- � _'_ ­�­­_` _'� *94"', �,�j� '�R,' F %11"�L . - , _ � _' '. _� ,­­­_�� ".L," - L L , - � , ��""=." -;'�� � 'ir,'-t--'-�P O"m�-�,f�,',',i,'��"'����Ti',-�,f,��c;;�- wg' , , '_ - - . -��,��'it5�m�ll'�,�".���,�"Z���;,�,�,� 2�X�Z�si�"t&'N M � , _�_ _"".v�i "",;;�"'�'-�-� - _'-E . , '�y @MRM�M��- - , WN �'w , I �' , - pz� - 7� . - Z , L _ ft �_' SMM�" I., 11�14_ � Ng '51 . I � - � �' " code Entity o wo Me ml� Parlding owe C.d. Entry or Data [We Dl P,,dl- data code Entity or Oat - Data Date Finding owe FLN520-11311 Type Versio Manufacturer Revision 2020 I-ornarc. Enalneffir & Livereat Vilidefilad EW Validated surornitted F13C agatarmi aoureved at&- Katrra jell.y .... L. litucknorr P E R..,M Urich,Pr 1112312020 11)2U2024) 11�2912020 ding FBC Appr Tv-o Venal- fifilkin.f.bo',ir R.vson 2020 13-1 Roofing Contact E-intia, & Ll,,n,, Validated D, Validated "nolft.d Pal Aocra,l Anderson Robi. Il Uniform Evaluation Gary W. Walk. i10J2D2O 11102J2020 Annoroved $let-- 11105A2020 Appr-d r IRt Vorsion Mardtifectur Rov,sion 2020 Global Protection Products, LI_C_ conjoilt Engineer & ucoill'o Validated by Rim Robinson Walker A. TRIP Jr. P.EL John VV Kh e.vi,h. PE Validated 30,111.d FMICAgoi Approve Status 0910412020 09/08,7020 lDMI12020 121151202Q Appr-d (D code F jitsy -41 Date P_ "t Date Status Date Caeg.ry: R.orrg ON) gs�_6163 PE-31242 (717) 317-8454 2.1agwy: R.ofirg (801) 380-6o9l SaNcas 1-10. (205) 854-0160 C.tagaciry� shulthers (9541689-7545 PE-44107 (954) 772-6224 ly.rpg Verlition Manufacturer Contact Engineer & Validated B Validated Submitted Pending, ARp_E2v__eA Approved �Cal,gpiy: R,ofinp Acc­orla, that ,,,an Iniell.yQoven-com SoloC.1atil Roofing nI.s R.IbInAndereorn@lhand.o. SaulbCaitaqnq� Stomm Panel% t1m..bm..@gppe.t­ _y Revision 2020 P01i USA MauryAlipert, License John W 101213f20213 1012212020 FBC 1211512020 Integral Part ofthe Rooling System compliance Method: Eouilialmn Report from . C-pilim.. Method: Eviinuiulen Report from o Product E.1-til Entity m complistric. Method E-filuatim Repoil from . Rorlda ReglatenediAno,ile,iL or a I-Il Fonda m Category: Roafing S9542331 330S mal pert@ pclyg lass-oom RcbertNieminen Knezevich, PE Ki-RMY2, Florkda Registered Architect or a Licen sed Florida Profeesiorad Engineer Subcategory: PE-59168 (954) 772-6224 11101/2C20 Pr.foosional Engrefor FL47USIRIZ Products Undedayments FLIM72102-RO Product, C"Ity A,,-, Jkom,ytd for Use Approved for III lkfifil)� Damon PLA15076-lits Ar.d.a. Compliance Method: QuallIvAssurance Atfior..d far U. Approved far Vw Innotiet taislan S- # Product ly.dlol� N..haa Or No,, is S .... y- Shake SI.I., Country set., sPit old English lartudl D ... notion C."traot E.,inition Data in HVHZ Dothild, HVIHZ Flat Pimillis - Donvor, CO 12/31=20 N. Yet R-Isitant P.... NfA N,A QualAvA.turaire. A-riavedfor ala, Aiggr,vad lix U, ImPatot pitsmin E Evaluation Reportfrom so- # Product Model. Number n, N­ Pr,d,ot Description Cgintinact E,timithan Data in HVHZ Outside HVHZ R..I.Nnnt Prosiama, Tr.tch &am'L Impact 110119 Product fial Nuiptisror Namik Pnodutt Datong- I.Diral Data In KVHZ outside HVHZ R,,I,t,,,t Pressure a Fbirida Registered I Deck-Ar' DA-4 or 7RI-Built Deck-Ar DA-4 L- Piofil.. Polypropylene Pliiatic� Roof Vort 1211012025 No Y" No ,O?.51-97-5 IT gazonfify $00 - State Shiilke,�.arrmp: Split Shake Flat Profile -Slockton CA 1213V2020 No Yes MIA NIA 1 20 Gags Gaiv,mu,ed Steel Slan, p­q,,ffvHZ Corrugated Galvanized Steel Storm Panels retained IMIn(323 Yet Y. Y. MIA -4-0 Architect or a Licensed Florida Professional MitchandoallyAtech.d to Ply,v.ed DetkL Saxony NO - State, Shake 6,imrp; Split Shake !'� S...y 700 - sheiks, Sale &amp. Split Shake Fiat Profile � Risk.. CA 12131r,02D No yet FI.lP,.FIe-Sl.kt­ CA 42131t2020 No Yes MIA NA NrA WA 2 24 Gage Galvanized Stool Shown PanalsiNHVH2 or not by tracks to prooide Inualcene protection. Conrugated0alvanizedStoolStorn Panels retained 1M112023 N. Yes Yes M/A = (D Engineer 20 Situtry700-Stakit, Saa,Imnp: Split Shake 27 T.J.a F.iPan. lianc.orta Fiat P,&Ie- Ron, CA 1213112020 No yes High Pratte - Katy, TX 1213IM20 N. Tea M,A N/A N fA NIA .rnot laynok, to pio,id.humoti. pnotecti- (D 29 V111. I.- Refll. - Katy. TX 12131=20 N. Yes MfA N)A FL#5259-RS1 Products O&Llvi suranco v&Afqr Us act ose! AL_ aarovied for Use ApjjtQ_ - --_I imp jeq# Product Model, Number or Nam Product Diescripli2a Contract Elidration In HVHZ outside H Reasistard Pressure W Date I loolyglass Roof Underlayments Roofing Underlayments 1012li-A22 No Yes NIA +Ni I I Pinyglass Roof Unclerlayments (FFVHZ� Polyglass roof underlayments for use in 1`5012J23/2023 Yes NO NIA NfA M HVHZ jurledicillons. � > 2 Polyglass Roof Underayments (nori Polyglass roof underlaymenits, for use In 17J2312023 No F8C non-HVHZ jurisdictions. Yes NIA -WN-622.5 M 0 1 Prolyglass Roof Jndedayments NVHZ) looli roof underayments for use in FBO17J2312023 Yes No NIA N/A Flodda Department of Business& Professional Regulation Page I of I Florida Department of Business & Professional Regulation P.ge i off Florida Department of Buhsin�s & Professional Regulation page 1 a 1 " I 2 loolyglass Roof Underlayments �mgn-HVHZ) HVH7jtLriadI.fi­. Polyglass roof underlaymerns, for use in lZ23)2023 No Yes NJA -NIX-622Z Building Codes and Standards V25r2022 Building Codes arid Standards 0=21 Building Codes and Standards iff=21 > 0- FBC non-HVRZ jurlstflotions, Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail 0- I Polyglass Roof Undedayments (Hi loolytilass roof undenayments for use In F501 Z'2=023 Yes HVHZ jurisdicti.ins. No NIA NIA 0 < _67, '� "g, ­4;,'. "'.'4�'��'­"-__��' � `�"��,�,`�Lr�'�­,�' �""� '.L-" - ,�,�?,,�i��F6?"--.O�,,�,--��.-�z�'�"",c Wml-""'��­4�%�4/'M"q�� '�j�_­­' -"-,M,'-,�,--�".�-'',�,'��L,-"�.�-,--L"---�.�.�'�--- ""', I -'_­­­­'� �" "�.'� �" , � '_ " , � �� O' �_�'�r ,� ' - " . _ � �P4��k' ' � , ­ '- . - '- � fMllh- _ L, - - 2'PtAMM WMMNVW��Mi_' 011 " , � �,�.­"" , � " �;' I ... LL' , � 5 �L'11"' __ ��L , - �' 7 ---i - "Q�A�'� _"01�­' - - 2 Polyglas� Roof Undedayments (non-HVHZ) Pali roof underlaymerits, for use in 11212312023 No yes NIA -NiAir-622,5 code , IS ,il,�i� ,-h-112-00 1111-10 Entity ta Date Dade Data Pending Data cook, Entity or clate me Data Parrallifin _11' 11 , .11 I � , " , Date 9�90 entity AMNZ FBC nnn-HVHZ jurisditations Type Version Manufacturer cionract Englinaer & License Validated Validated Submitted F13C Approval Approved auto "i T­ Y.'sil- M-Lifeclun- Contact firlaur- & Likofirage, Validated Ely Validated submitted FOC Approval A,-wd MAYA ZY22 Varalort Martufacturmir 0 Cout.0 Enamor & License VAidenad 5, 2" POL. oat. Penicillin Onto Validated Submilthid F5C A,,,,,] Aianxim,ad §W= L. -4--all 1 Polyglass Roof Underlayments �HVHZ) Poli roof unclerlaymerits for use In FDCIX2312023 Yes No NJA NIA Rwision 2020 All Amencar Shutters and Glass Mike Barbieri Frank ILL Bentriardo. RE Troy Bishop, P.E_ 10128(2020 1 Oil W202() 1 1 W/2020 12J16=20 Appr-ed Raylvon 2020 Alpine Stood Laaa iCC Vval.aden S.rv... LLC William M. Ranieri. PIE 10)3112020 I OV22y2020 1 14WO20 ilin�f2020 Approved Ramai.m 2020 Commercial Concrete PodUcarInc. Robert olls Samuel A. Greenberg John Hoy 1211612OZO 1211GI2020 ID29/2020 ditig FBG Appn 0 2 Polypiss Roof Undertayments (non-HVHZ) HVHZ jurisdictions. Polyglass roof underlaymerits, for use In I W2MC23 No Yes NIA -Ni Calpi Shutters Subcategory Stor. Panels (561) 712-9882 PE-OG46549 (254) 947-0880 mikela@allamericarshuttia Cat.g.ri Structural Components subcategory; T­ Plants (321) 710-3377 (407) 66JL1917 a1.wnQ.IjPneR­nr category: structural Components filuloCalogarr. Products Introduced as a Result of (813) 659-�707 PF-S4245 (S5Z 588,5311 p'­,uq.t.'@y.h_­. :3 FBC non-HVHZ jurisdictions. Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida rs.com Compliance Method: Evaluation Ropixt from . Product Evaluation Entity N-loshm.logy C-pilifin"Ifiethod: Evaluation Roponfir.ma _0 pirolfwalcm.1 Engineer FL991 760*3 Produ F1,012919,1117 Products FI'dde R.gIsta.dA,ohftad.r . Ll.ims.d Florida Prpfeasi ... I Engineer 0 Ou.IItyA.-­ Aptin.-d for Us. Appr,v,d fat Us, Impact 0.9ign f LM "44t6 Product " Sag a PmduCt Model, Nurn bar or Nam a Quality Assurance Approved for Use ApprOved for U IMDOct Dal Product Description Contract Expiration Date in HVHZ Cattail HYHZ Resistant Pressure S-09 Product Modal, Number or Nam 1 17W ECO/Alplin, High,r Strimgth R &-mP: 8) Prodl DeFitrimen Confirract Expiration Ove In HVHZ outslo Hl More Connector Plate I 2J31=24 yet yes Resistant Pressure MA WA Quality Assurance Anoroviod fair Uti; Aggloesell for Us, 1, ­4 Petition a- 1 24g. G.1vent-d Sta.1 St.rm Panels 24g. Galvanized Sta*[ Storm Panels 12`31121322 yes vs. Yes NIA 2 I7VV BOG/Alpme Hinge Plate Metal Conrootar Plato 12J3112024 Yet yes MIA MIA San# Prodion Model. Nomblifir or Name Product pascrifirign coryfiraot Excitation Date In HVHZ Outside HYH Resistant PritasiLre < ' !TW BW1AIPJ,n,e Trulox 4 7W RCG/Alipi W­ More! Connector Plate i2`3112D24 Yet yes met. C.rant0orpl.to i �Y�2024 Yes yet MIA NIA NLIA NfA I Quality Procast or Commorsal concrete Products P-ast and Prostr­d C.ni Lintals 05125�2024 No Y. N (A MIA a) U) I -0--ij M 0 (n = < Florida Department of Business & Professional Regulation Building Codes and Stanclards Page 2 of 2 IffloaR3 Florida D"itment of Business & Professional Regulation page I of 1 Building Codes and Standards $11412021 Florida Department of Business & Professional Regulation Building Codes and Standards Page I �f2 912OP210 """�o a - laaa- Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 " M ­1 '11; - � �11 o�q 1 I - I'll, I L I � 11, L'� � ... 11 - . 4��MIRIU cod. Entity c, Dits Dela Dete Pending Pat- Code , Entity or Dare Isate Dole Pending Data code Entity or 9&0 Date Date Pending �5'w'-� 1� 2211. " Uj C: Iwo Vainion Manufacturer Contact engineer & Ll­.a Validated By Validated submitted FBCApp,.v.1 Ari Status T­ Version filla-lo,ti,ter contact Erall & Lio, ... Validated By Validated 8,D,Jtt,d Find Okpomv3l PLg,,v,d Status Ivro' Van$], Man.f.chuier ctnitao 15ingirt.0, A U'... Viiiallited D, Validated 8,11oraltanJ Fred AP­4 Arona- 2t" 2i r- R.,As,.. 2020 MITek Inc. Cat,go,y! Strad-1 romponants Eirlin Walden ICC Eval..titm Sairvice, LLC ICC Evolution Sar,io., k9S2) 898-8635 LLC DIJ03,2023 12QW2022 Oli"03i`2023 Approved Revision 2020 Wayorli.s.sair Categay: Structural Comporents Rob Baldl ICC [Eu.1-tion S..].., LLC lim Lai RE. 02y)V20211 10113�2020 02i0312021 Approved (263� 924-5476 (608) $39-3286 Rttta'tIAaId'y'n@­y.'1me Affimmiton 2020 Apha Aluminum, ll category: Ponal Walls Joe. Silva Lois R, Lomas Steven M. l PE 1111CJ202U 111IM020 AO�n 5DS-200B PE-62514 171 ?� 311-8454 1 1�012020 Approved < 0) SubC.togrounir; Truss Plates Comiallance Method: Evaluation Report from a e.eld-orrii-m 4205) 599 -9800 Sul,C�,gmc, Engirearad Lumbar Completes Method: Evaluation Repott from a auser.com SubCallotlary: Spins alphilelimnlri-firogy.h. Z Product Evaluedon Entity Product Evaluati- Entity compliance Method: Evaluation Report firm s Florida R.ght.nedArainital or . Licensed R.1id. d-fil _j IF L#2197-Ri 0 Products FutaUT-RII PluMMaX Professional Engineer Z a­IitsA­­ Appro-d! fu Use Aa,,,o,d f,r Us, lm-t Deal- Quality Astrunstroe Approved for J. Approved for Use 1,:,t RILIM FL41 0644-IRS Pir,dugt, < $a-# Product Model. Naminda., or Name Product Dese,latioin Comareat Ekipindl- Cati, in HVHZ outside HVH Resistant P-sury S..'s Rod,[ Model, Number . Name P'.dUot Dr-1.6. Contract E.,ireficip Date in Hl 04side HV R..Went Pressure Qi Assurance Approved for Use Approved fly Mae Impact Design _j 1 M15AHS i8 g. high strength truss connector plate 12t3l)2024 yes yes MIA NUA I Micimflam LVL Laminated Venter Li.miloes, 0313IJ2023 No Yet NIA NIA $--a Product Model. Number or Me., Product Diec,,fob.. Contract Roviration Owe 1, HVIHZ outface HVHIZ R,sistong Pressure a- 2 M15SHS 16 ga super high strength uj. connector plat. 12131,2024 yes Yet MIA NA 2 Fertile. POLL 3 TomberStrand LSL Panall,l Sa-d Luumbor OS13IJ2023 No Yes N/A NfA terminated Strard Lumber OU31J2023 No Yet NIA MIA 1 Alpha Aluminum Selld8amp: VersIdAlunalinarri Alpha Aluminumsoold 6,amrg:Vtrted Adixinfinum CN3012023 No Y's No MIA 3 4 Mir is MT18HS 16ga t­oonnecloriplate 12f31=4 itl ga, high striangth truss connector plate 1213112024 Yes Yes Y. yes MIA MIA NJA MIA 4 TJ Rim Board Structural Comccalte, Lumber or oriented Strand 03131,2M No Yes NIA NIA CMU &amp; Wood Soffitf CMU Ump. Wood SHEET NO. 5 MT20HS 20 go high strength trust I.m.o­ pl�t. 1 2)31 12024 ye, y_ NIA NIA board Rim B.and 5 Wfyarh .... er Rim 2..rd Crent.cl Stnard! Board! Rim R.and 03i'3112023 N. Y. NIA MIA 6 11-18 MT-18 18 St. truss nernoole, plot.. iV31=24 Yet yes N 1A NUA I 7 TI-20. MT20 20 g., trues ccnno,ts� Oates 1 Z�3112624 yea Yes NA NA 1 March 6, 2023 PA 1.1 1 on P•p►1 e11 Building Codes and Standartla ancl2axx Building Codes and Standards ana3nx Guiding Codes and Standards @na3mz Building Codes and Standards aneixrnx Product Approval Application Detail Product AppfYtifal. Application Detail Product Approval Application 09tail. ProductApprokal Application Oetdit ,,...-�. > .,. - �. r<a:. - r __....-,,,... ..a=,n,-, .v a. r,..,.. °^"�vb �S�vSz: Y...x...a...s.`e. ,. ..tc�����„a.'"n.' ,..:'.�,�..__':"." i, .."i�.hr......_ , �kTM�',.,...- ,t:±h`. s=:..xSd�.r'�,.�'.�' i`,s..$'+f•3 vm".,,., " �v.,. P:...:5� a3e$e�. a.. 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PE,: LLC 9T114r/OZ9 97114/7026 97tZ2/29Z9 lkftlrruueR Aflnr¢tlpn ,ZOO Polio r n CP Pareao I r La r P.E.. JoeH en.$aM Window and Door Jam udrne PFtl. e8. a OTti 07/141 9 4/Z92D 29Z Z93 tlTlZDt 0 Appmletl. AfhmaBan -:Sp70 97l14r2 97/14iZ9x9 n H r T:E. PE LLQZO Polls Jar. enaarMl Warren 3dheefe Lunn. G GOrli0ril8p aid 07113I1Q39 Approwtl C•Naary: Windows Robina0n Manube6urerAaeaOlelbn I;aU(i+: Englneadng palyary. Windows RpbInaDn ManuieOpurerAaeaclMbn (68t)835945i GNyfiryr-Nlntldwa RPblg9on MarfuraGG+rprA89E@Iel(On CHUCK Engk,eetlng Cahgay. Windows RPphleen PE•M135 (561)875�458 8ub0akppyr. Singl@Hung (841}521-8998 (8B1)431A8'!7 SubCaBaay. Sinpie Hung (841y 82'i,89g6 BubCalpvy. Fired (641)821.60fs (86t}4gi-ga37 auQGehgaryr. FlraNtl (841)821 $088. Gamplianm YNhral:CertYeatton Mark Or acting peHaprodudapRrOra�pe Gaeplrarw NMh•d: CSrYlaplen Mak a Uepng. p@NeaodughPProral®Pe Gempl4aw YerbW: Certification Mak@r. 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PA 1.2 Flolfda DepaNntait of Business 8 Professional Regulation 17g• 1 st2 Florida Dt>perhntxrt of Business & Professional Regulation Page.1 Oil Florida Depa141ktNtt of Business & Professional Regulation Pool all Florida Department of Business &Professional Regulati Eng ineer LL Z Ssnr 1(YgO Hgh Pert«nrenae Single Hung wm4 Hlgn lYrbrmanm Singb Hung larin 0812102027 NO yes No +tA/-$0 2 PaNa1p Series, single Hung Window 5d":yp'wnyINaP•Imppe1Single Hung Wlntlrw fJll88f3g32 ND YDs I�b +4SY-i8 Z Sarle6lp(Z6 wrrA pea(iWMGY,(709'x81•i 01n611p3P No Y¢a N7 +2N.2$ 1 10aellq Flaltg@Piked 198erlea lYl'FIarICU wFixetl Wlntlav [a125Y2091 Yea Yes No NIA 0YIN, Me 2510 Pirlarmemoo 2927 wa Y@g No ApplicaCode Debe tion Detail R pretlua4YadN.Nuntrr erNama Prtluat bea[riuFan CaneraetFieirnise Dori ni Ha7H1 outside N U ©= Simpson Strong -Tie 2020 FBC Approved Products For Updated 12/3012070 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12J302020 /�1 p CL O direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For direct links to. all SST approvals listed below, CLICK HERE. - r For direct links bell SST approvals listed below, CLICK HERE. �✓ LL� v For additional information regarding's i e Florltla Statewide Product Approval System and Miam-Dade County Notice of Acceptance (NOR). CLICK MERE. = Fa atldiTbnel Information regarding Florida'sFlaltla's Statewide Product Approval System and Miami -Dade Count 9 9 PP Ys Notice of Acceptance (NOA). CLICK MERE. Y P a Far additional information regarding Flafda's Statewide Product Approval tam entl Mianti•Dade County g 9 PP System Notre W Acceptance NOA . CLICK HERE. tY P ( 1 g For additional Information regarding Florida'sFlontla's Statewide Product Approval System end Mfiantl-Dad County eg 9 Pr pP YS e Notice of A ce a c f CLICK HERE ty c pt n e (JOA). IC �F' * U F02355-117 FL#10446-R6 FL#10456-R5 11 HUS, HLi series hangers, Face -mount hangers available in widths ranging from 1.518" to 3- =3 9116" and heights ranging from 4.5116" to 11". Concealed flange V c Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Descrintion version (H USG) available for models having width equal to or 0 I Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titen stainless steel masonry screw 1 A21 A23, A33, A34, A35, A44 Angles 1 BT, GTE, BTH Brick Ties greater than 3 9/16". O 0 O 2 APA21, APA4 APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12 CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7I8" to 3- 0- 3 APB44, APB44R APV666, APB66R, APB88, AP588R, AP61010, APB101OR, APV544, Outdoor Accents Post Bases 3 CS14, CS161 CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". O FL#9589-R6 APV844R, APV866; APVB66R, APVB88, APV888R, APVBIDID, APV61D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers � Co O r 4 APDJT2-4, APDJT2R-4, APDJT2-5, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionfrension Strap 14 LU24, Li LU28, LU210 Face -mount hangers O j Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC28Z LUC2102 Face -mount hangers E Q 1 SD10112DEB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3, H8, H7Z, H16, H165, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (3) L 2 SD9112, SD9212, SDI0112, SDI 0212 Strong -Drive SO Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT8 Outdoor Accents Land T Beam -to -Column Ties 8 HG7-2, HGT-8, HGT-4 Heavy Girder Tiedown 5/1 and heights ranging from 3" to 10-15116', (n O 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APL.H26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers C (� 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 IS MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- ,Q ��•-//-1�r tJ! Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HSTB Straight Straps 118" and heights ranging from 6-15116" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912 Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, S0CP271400 11 DJT14 Deck Joist Tie 13 HTSQI 6KTZ.. HTSQ20KTZ Heavy Twist Strap 20 SUR. SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1i- 6 SDHR27400: SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116"to 3-9/16" and heights ranging from 3-1/16'to 13-314". 7 SD525112, SD525134, SDS25200, SDS25212, SOS25300, SDS25312, SDS25412; Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4. FC8 Framing Clips 15 LQTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all doubt SDS25500SDS25BOD, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; onIy acuteflange is concealed. 8 SDS2511255, SDS2520055, SDS25212SS, SDS2530DSS; SDS2531255 Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAi, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H108, HI 4, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap B" and heights ranging Prom 2-518" to 11-114". � uJ 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown J a=-. 16 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps Wr" r"y FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15. MSTA18, MSTA211, MSTA24, MSTA30, MSTA36, M5TA49 Straight Straps FLfY10567-R5 20 L30, L50, L7Q, L90 Angles 22 MSTC26 MSTC40 MSTC52; MSTC66, MSTC78 Straight Straps °i- Sea # Product Model. Number or Name Product Descrintion 21 LCE4 Post Cap 23 MSTC48B3, MSTC66BS Pre -Bent Straps Sea # Product Model. Number or Name Product Descrintion a� CIJ 1 ATR318, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MST148, MST16Q MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to - 4I ro 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS1B, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". tat 3 BP318-2, BPI/2, BPI/2-3, BP5/8-2, BP518-3, 3P314, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2K10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518"t 7- 7 C 4 CNW318, Cl CNW518, CNW3/4, CNW518-112, CNW3/4-518 Coupler Nuts 25 LSSR1:81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWe12, RCWB14 Wall Bracing 118" and heights ranging from 9-1/4" to 24". y fir. 5 CTUD55, CTUD65, CTUD66, 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 1-1/2" to 3- lx CTUD98, CTUD99 27 ML23Z, Mil ML26Z, ML28Z, ML210Z Angles 29 RSP4 Stud to Plate Connector 5!8" and heights ranging from 7-114"l0 24". IV 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- r r� 7 RTUD3, RTU03B, RTUD4, RTUD4B, RTUDS RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8' and heights ranging from 9-1/4" to 24". > A. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- r� 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST1.2, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11"to 32-1/2", - 1 D 1 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T1327, TB30, T636, TB42, T948, TB54, TB56: TB60 Tension. Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518"to 7- 11 URS4 112" Uplift Rod Run Tledi System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBIQ TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". o 12 URS5 5/8" 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 3-1 J4" to 6-7l8" a. 13 URS6 3/4" Uplift Rod Run Tiedown System 35 7JC37, TJC57 Truss Jack Clips 37 WB1013, W81000, WSI26, WB126C; WB143C Wail Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1hV to7- 1f8" and heights ranging from 11" to 32". FL#10441-R6 FL#1031-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1f2" and heights ranging from 8" to 30", Sea # Product Model. Num ber or Name Product Description Sect # Product Model. Number or Name Product Descrintion 10 HGLS series hangers Saddle hangers available in Widths ranging from 5-114" to S-7/8" 1 DTT2 Hold-down Sao # Product Model, Num ber or Name Product Description 1 C13H2.37x5.5, CBH2.37x7.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HDC1014, HDC10122 Hold-down I AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-1/4" to 8- 3 HDQ8; HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1-9116" to 39116" and heights 718" and heights ranging from 7-112" to 32". 4 HDU2,HDU4,HDU5;HOU8,HDU1I,HDU14 Hold-down 3 GBC Gable Brace. Connector ranging from 9-118'to23.15116". 12 HGLTVseries hangers Topflangehangers available inwidtnsrangingfrom3-114"to7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5.25-SDS; HGU5.50-SDS, HGU5.62-SDS, HGU7:00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8; LSTHD8RJ Strap -style hold-down 5 HHRC2-2,HHRC42,HHRC42.2, HHRC411,81, HHR044, HHRC5.25/325, HHRC5.3713.12, Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116"to3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518"to 7- 9116" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRO22 Hip Ridge Connector 3/8" and heights ranging from 5 5115" to 12-718", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU2B, LRU28, LRU21Q LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS: HHGUT25-SDS, Face -mount hangers 39116' and heights ranging from5-318" to 13.118". 10 PAI18, PAI23, PA128. PAI35 Strap -style purlin anchor 8 1 LSSU28; LSSU210 Light SlopeablelSkewable U Hanger HHGU9.00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 19116" to 5- 11 STHD10. STHD1 ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410. HHUS5-50/10, Face -mount hangers 112" and heights ranging from 3-7/15" to 15". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24: TC26; TC28 Truss Clip HHUS7.2511D version (H UCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218,2, THA222.2, THA413, THA41 B, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422; THA426, THA422-2, THA426-2 1/8" to 5-118" and heights ranging from 4-3l4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 19116" to 7- 12 THAI1.81122, THAl2 06122, THAl2.1122, THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is Concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from I -9tile" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210. HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3W to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19.114"- Concealed flange 5/8" and heights ranging from 9.118" to 16". 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 1-9116" and heights 18 VTCR Valley Tru ss Clip greater than 2-9/16". ranging from 5.518"to7.1/4". 10 HUCQ1.8119-808, HUCQ1.81111SDS, HJCQ210-2-SDS, HUCQ210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1-9116" and heights SOS, HUCQ410-SDS, HUCQ412-SDS, HUCQ525/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3118" to 13-118". SDS,HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12Y30/2020 ._ For direct links to ell SST approvals listed bel rrr, CLICK HERE. For direct rinks to all SST approvals listed belova, CLICK HERE. - For direct links to all SST approvals listed below. CLICK HERE, r For direct links to all SST approvals Nsted below, CLICK HERE. . F I For additional information regarding Florida's Statewide Product Approval System and A+6ami-Dada Count Notice of Acrx lance NOA CLICK HERE, 9 g pp ys y p ( ), ., For ddNional information motion regarding Florida's Statewide Product Approval I System and � mi-0ade County Notice of Acceptance n NO r:l if:K HFRF a nor g rig pp a yst n Mia ty K ¢ pta Ce ( A), --- -.-.. _, C « For additional information regarding Florida's Statewide Product Approval System and Miami -Dada County Notice of Acceptance (NOA), LICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami-Lrada County Notice pf Acceptance (NOA), CsLII Kr�H �, 21 LB series hangers Top flange hangers available in width of 1.916" and heights FL#11468-R5 IS S1LBV1.56, S1LBV1.81, S/LBVZO61 S/LBy2.37, S/LBV2.56, S1LBV268, SILBV3,12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3f8" to 15-1J8".. S/LBV3.56, S/LBV3.62 S1LBV4.06_ S/LBV4.12, S/LBV4.28, SILBV4J5, S/LBV5.50 6 Strong -Bolt 2 (SiB2, ST62-48S, STB2-66S) Strong -Bole 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Tap flange hangers available in width of 1-0/16" and heights Sea # Product Model. Number or Name Product Description 19 S(LTT20, S/DTT2Z, SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/18" to 13-118", 1 HHUS2103, HHUS210-4 Joist Hanger 20 S/MST64 SIMST72 Straps 118 mil It 0 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, 7HD-H6SS, THD-CS, THD-CSSSS) Then HO Heavy Duty Screw Anchorfor concrete and masonry 23 LEG?, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HR56, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7M" and heights ranging from 9" to 33-112' 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-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 5-114" to 6- 4 THG82, THG63, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC DTC Truss Clip Type 316 stainless steel 7/8"and heights ranging from 9" to 32-112'. 5 THGQ2-SDS3, THGQ3-SDS4,51 THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (rHD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/15" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THOB37158RH, TH037212RH., Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24". THD50234RH, THD10212RHj 26 PF, Pli PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchorfor masonry ranging from 3-518" to 7-1 8". FL#11473-RS FL#13904-R5 (D 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 118" and heights ranging 9-114" to 32". 1 DE-FAL20 Double Embedded Truss Anchor 1 CCQMI3,62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 B2SOSG CCTQM5.50-SDSG, CCCQM3.62-SDSG; CCCQM4.62-SDSG, Sea # Product Model. Num ber or Name Product Description 3 Hie, H16S, H16-2, H16-2S Hurricane Tie CCCOM5.50-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 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI5, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-Kr, ECCLROMD4 62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMD5.500-KT 4 Strong -Bolt 2 (ST62) Strong -Soft 2 Wedge Anchor for masonry fJ 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, AEA66R Adjustable Post Base 7 HHETAI6. HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25; HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (17N2) Then 2 Screw Anchor for Concrete V/ 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU661 ABUBQ Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3. LGUM26-4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Tlten HD (THD-H4SS, THD-H6SS, THD-CSGSS) Tden HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010: AEU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46; LGUM48. LGUM410 or 316 stainless steelwBh hex heed, and 316 stainless steelwth 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ASW66IRZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, MFfA20, META24, ME-FA40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.56f7.25, MBHA3.5619.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM3B, MSTCM40, MSTOM60 Strap Tie for Masonry MBHA3S6/11.88, MBHA3.56114, MBHA3.56116, MBHA3.58J18. MBHA5.50J725, 7 Titen Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC5R, EC-8, BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM36, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHAS-50111.88; MBHA5.5014, MBHA5.50/16, 6 CB44, C846, CB48; C066, CB88 Embedded Column Base MBHA5.50118 7 CBSO44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2 CB8086-SDS2, CBSQ88-SOS2 Embedded Column Base 6 MBHU3b6/9.25, MBHU3.56111,25, MBHU3,56111.88, MEHU3.56114; MBHU3:56/16, Masonry Beam Hangers FL#16837-R3 8 CC, ECC,ECCU Series Bolted column caps with Wt ranging from S-114" to 9-1/2" and FL#11496-R5 MBHU3.56/18, MBHU5,6019..25, MBHU5.50111.25, MBHU5.50111.88, MBH J5.50114, W2 ranging from 3-518" to 7-112" MSHU5.50/16, MBHU5.5018 Sea # Product Model. Num ber or Name Product Description O 9 CCQ-SDS2.5; ECCQ-SD 2.5 Se es Screw ad column caps with W1 ranging from 3.1/4" to 9-1/2" and Sea 1F Product Model. Number or Name Product Description 1 X3491016-51<, XiS1016, X1 B1016-4K, =S1016, XQ181016.41K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L V 2 ranging from 3.518" to 7-If2" 1 DTT1Z Deck Tension Tie Drill Point 0 10 CPT447, CPT667, CFT88Z Concealed Post Tie Base 2 HD12. HD19 Bolted Holdowne FL#13975-R6 2 XL0114T1224, XLQ11491224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP844A, EPB44, EP646, EPB66 Embedded Post Base 3 HD3B HD5B, HD7B, HD913 Bolted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT53M Tension Ties Sea # Product Model, Number or Name Product Description 3 XMQ114S1224, XMQI 1481224-21< 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 1 LTT20B, LTTI31 Light Tension Ties 1 5DW22300, Si SDW22438, SDW22458, SDW22500, SDW226W, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #S Drill Pointand Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 X01I4S1224, XQ114B1224-2.5K, XI14S1224, X01I2S1224, X01 12BI 224-2K #12-24 Strong -Drive X Metal Soff-Drilling, Tapping Screws with #5 15 MPB44Z, MPB667, MPB88Z Moment Post Base 2 SDWC15450. SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 P644, P644R, P646, FEW, PB66R Embedded Post Base FL#13628-R5 3 SDWHI9300D6, SDWH19400DB, SDWH19600D6, SDWHI9800DB, SOWHI91000DB Strong Drive SDWH TIMBER-HEXScrew 5 XI-i016. XU34B1016-51K fli0 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS467 PBS66 Embedded Post Base 4 SDWH27400G; SDWH276000; SDWH27800G, SDWH271000G, SDWH27120DG Strong Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base Sea # Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWSI6312. SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16; PC46-16, PC48-16, PC64-16, P066-16: EPC44-16; EPC46-18, EPC48-15, Post Cap 1 SB518x24, SB7/8x24, SB1x30 SS Anchor Bolts 6 SDWS19600, SOWS19712, SDWS22400,SDWS22500,SDW522512, SDWS22600, Strong -Drive SOWS TIMBER Screw(Interior Grade) O EPC64-16, EPC66-18 2 SSTB16, SST620, SST624, SST628, SST634, SSTB36, SST8I6L, SST620L, SSTB24L, SSTB Anchor Botts SOWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC5Z, EPCBRZ; EPC8Z, Post Cap SSTB28L 7 SDWS22.300DB, SOWS22400D8. SOW522500D8; SDWS22600DB, SDWS2280OD9, .Strong -Drive .SDWS TIMBER Screw (Exterior Grade) ^L. EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44.6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSC843.5. DSSCB46, DSSC648, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400S5, SDWS27500SS, SDWS276DOSS, SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43-5 FC845.5, FC847 6, FCB49.5, FC6411.5 Bypass Framing Foxed -Clip Connector SDWS27100DSS, SDWS27120OSS 3 FPHSD34S1016,. FPHSD34B1O15, FPHSD34B1015-5K; FPHSD34S1214, 410 16 and #12-14 Strong -Drive FPHSD Framing-tc-CFS.Self- Seq # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws CZ FL#10866-R5 1 CMiST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC225, LSFC4.25, LSFC6:25, SFC2.25, SFC4:25, SFC6.25 Steel Framing Connector M 2 HRS6. HRSB; HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MSTI36, Straps 97 mil (12 9a) 5 LSSC4.25, LSSC6:25, SSC2.25, SSC4.25; SSC6.25; MSSC225, M55C4.25, MBSC6.25, Steel Stud Connectors � ■ ■ Sea # Product Model. Number or Name Product Description MSTI48; MSTI60, MSTI72, SJMST27, SIMST37, SIMST48 MSSG4 25KW, MESC6 25KW C`I I FJA, FSA Foundation Anchor 3 HTSI6,HTS20, HTS24, HTS28; HTS90, HTS30C Heavy Twist Straps FL#1.5363-R3 6 RCKW3, RCKW5,5, RCKW7,5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 1 LSTA36, LS'TI49, LSTI73, MSTA9, MSTA 12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 80843S, SCB45.5, SCS47.5, SCB49.5, SCB411.5, MISC645.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46 6, GH46 8, GH48 6, GH48 8, GH4106, GH410-8, GH66-6, 0H66-8, GH68-6, GH68- 8, GH610-6, GH610-a Girder Hanger 5 6 1 LSTA12, LSTA15, LSTA18, LSTA21: LSTA24, ST292, ST2122, ST2115, ST2215 LSUSH3.25, SUBH3.25, MSUSH3.25 Straps 33 mil (20 ga) Bridging Connector Sea # 1 Product Model. Number or Name AS 18, AS 1885, AS 1880 Product Description 18 ga Truss Plates 8 9 SCS32-5197 SCS62-5197, SCS02-5/118, SCS82-5/118 SC1M3.25 SCW5 5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 1 4 GL85A, GLB5B, GL55C 01-651D, GLB7A, GLB7B, GLB7C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga High Strength Truss Plate 10 SJC825 SJC10.25, MSJCe,25, MSJC10.25 Steel Joist Connectors 5 GLBT512; GBLT612, GLPT516, GBLT616, GLBT520; GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, L7SI8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector L� 6 HGLBA, HGL86, HGLBC. HOLED 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 XLSH34B1414, XLSH78131414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 0 ICU 7 HGT-2, HGT-3, HGT-4 Heavy Girder-Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws L1J 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSI6, MTS18; MTS20, MTS30, M7S24C, MTS30C Medium Twist Straps 13 XQ1S/015, XQ101016-41 X01S1214; X0161214-3.5K, XQ78S1224, XQ78B1224-3K, 410-18. #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/131 a6 SIB1 81 S/B2 06, S;B2.37, SIB2.56, S1B2.68, S/B3.12, SJB3,56, 91B3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224; XQ114DI224-2.5K; XQ112S1224, XQ1 1 2B1 224-21 X34BI016-5K; Tapping Screws Q Sr6412, SIB4 28 S<84 75, 5165 50 X1 S1016, X181016-4K, X1 S1214, X181214-3.5K 13 Sf13A21218 SIBA2.12110 SIBA2.12/12, S(BA2.12/14, SIBA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SfEA4;18112,SlBA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-100, GDPS, GW-50; GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 15 SlHO8S, SIHD86, SAAD10S, S/HOIOB, SJHDI5S, S/HO1513 Holdowns 3 PDPA, POPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies Q 16 SIHDU4, S/HDU6, S1HDU9, S1HDU11 Holdrnvns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLOPA, PTRHA3, PTRHA4 J 1T S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchorfor concrete SHEET NO. March 6, 2023 PA 1.3 1 1 1 i I 1 -11 1 Tm 1 11 1 -I- C_ MIAM� ML43fl-DADEC0U-Y1Y PGTIndwtriesjnc� U) —C1 3 > C- 0 0 L_ PGT Industiies, Int.. . - C PROD U CT C ON TR OL SE MON PGT Industries. Int. a) 0_ 0 0_ 0 11905 SW 26 SteeL Room 20B NOTICE OF ACCEPTANCE: EVIDENCE SUBMITED NOTICE OF ACCEPTANCE: EVIDENCE SUBNEITTLD (D CU -0 DEPARTMENT OF RE.GULATORY AND ECO-NO&HC RESOURCES MM) _M�jW3L FICeASL 33173�2474 'BOARD AND C ODF_ ADAMMTRATIONT DrVMO'q T(71N)315-2590 F(7W)_;]5--!599 NOTIC E OFACCEPTAINCT: EVEDETNC I SUBMITTED (D Cn NOTICE OFACCEPTAL' XCE (NTOA) www-wimWade.-Raylecomazav I 1. ENidence submitted uAdor preiious NNOA X&kNCE D. QUALITY ASS T A. DRANV07GS B. TESTS (continued) L Nhmi DadeDepartnientof Regulatory and Economic Resources (RER)_ PGTIndustries,1111c, 1070 Technoto &y Dfive, I Nianiffacturers, die drawings and secions. .5� Test report on 1) Air Infiltration. Test, per FBC, TAS 202-194 C: 2 0 0 0 CL C North Venice, IFL 34275 , 00ndtled underNO-A.Vo. 11-0107.04) 2) Uniform Static Air Pressure Test- per FBC, TAS -N2-94 E. 1LITERLAL CERTIFICATIONS (__ SCOPE: 7 Drawing No. -NM-54-7110.0- titled"Vinyl Sliding Glass Door NOA a.M)", sheets 1 3) Water Resistance Test, per FBCJAS 202-94. L Notice of Acceptance No- isnied to Vision Ex-tmsion Limited fa their = .0 Co 0 Co ThisNO.ALisbeingissuedutader ffie applicablerules and regulaticm.governin g the use afcmstruction materials- 1he through 21 of 2 1 � prepared by man ufacturer dated 10105/15- with revision A dated 1 4) Large M-issike In4mct Test perFBC, TAS 201-94 -Whitte RW PVC Exterior Evrusious for'%`mdows and. Doore', dated 0813/15, 0 > -0 E 0 doc=entationssubmitted has been re-,�7iewed and accepted by Nfiami-Dade CauntyRER -Product Contml Section to OV05117, signed and scaled by A� Lymn Miller- P.E. 5) CycheWind Pressure Loadingper FRC, TAS 203-94 expiring on, 0930A 9, (D L_ 6) Foxed Emy Test, per FBC_ TAS 202-94, 2. Notice of Acceptance No. 16-020�08 issued to Vision F-xinmon. Limited fortheir -VE C20 This NOA shall not be valid afi*rthe exoraton date stated below The Nfiami-Dade Count), Product Control Section B. TESTS alongwith marked -up drawings and inst2lbtlondiagram Lof VM'l -a glass door prepared sliding 1000 Tan -702 and ligliter Shades 0, io"Thite) Ried. PVC Exterior Eumsions for U) < (In IN&a=Dade County) andloi the AIU (in areasother thazi.Mia=Dade Cousty) reserve the right to have lhi� 1- Testreporton. 1) Unifoirn StaticAir Pressure Test, per FBC, TAS 202-94 by Fenestratwu Testing Lab- Inc- Test Report No. FTL 8:549, dated I Lt6115- signed and W,� indows and Doo rs", d 2ted 1108116, expiring on. 12,29!22 1 Cn product ormatenal testedforqualityamuranrepuiposes. If ffin produc or nufterial, fails to perfolm in the accepted 2) Large Missile Impact Test per FBC, TAS 20 1 -594 sealed by Idalms Ortega� P. E_ (Test report revised on 1-9!04/1,5 and 0-11111,K) 3. Notice of Acceptance No- 15-0528.15 issued toVision FxtnisianLimited fortheir O�O C= Manner, the�.mRmifacturerviiUincu:rtheexpeaw ofsuchtesting aadtheAHJmayinunediatel�,iinok-e. inadify, or 3),CyThc Wind Pressure Loading per.FBC, TAS 203-94 6. Testreport on 1) Air Infiltration Test, per FBC. TjkS 202-94 -Brown 'Coated (Painted or Laminated) White Rigid PVC Exterior Exhusious for suspend the use of such product or material wifliin their juris&ction. RER reserves the idAt to, re-kvke ffii,� along withniarked-up drawings and installation diagram oftrinyl sliding glass door, pwpared 2) Uniform Static Air Pressure Test, per FBC TAS 202) -94 Wmd-ows and Doom". dated 08113115. expiring on 093a,'19- acceptance, if it is determined byNlfuinii-Dade County Product Coub-cl Section that this product o� material fails to meet the fequirments of the applicable building: code by Fenestration Testing Lab, Inc.- Test Report No., FTL 8717, dated 12W/l 5, signed and 3) Water R, esistance Test, per FBC_ TAS 202-94. 4. Notice ofAcceptance No- 1"712.02 issued to ENERGI Fenmtration Solutions USA, 0- - This product is apptrGved asdescribed hemin and has been designed to comp�ywith iheFlofida Building Code, scaled ky Idalnis Ortega, P_ E_ (Test report rawd -on 02�1 536 and 02,24116) 4) Large Missile Inq)4act Test per FBC, TAS,201-94 Inc. for th& "T.AL N3040 and Lighter Shades (Nion­White) Rigid FVC Exterior including the ffigh Velocit y Hurricane Zone- -rest wTieft on 1) Air Infiltr atim Test, per FBC TAS 22 02-04 5) Cy ind Pressure Loading per FBC7 TAS 203-94 clic V Extrusions for Windows and D-ooii" dated 09115,16- expiring on 010*21. DESCRIPTION. Series 44-5$7012770" Vinyl Sliding GlassDoor (Reinforced) w,�*o900& 1351 c­0rners_L_MJ_ 2) Unfform Static .4,.k Pressure Test- per FBC, TAS 202-94 along with madced-up draw-mp and imst2flatim diagram ofmyl sliding_ glass door, prepared 5. Notice of Acceptance No- 1"'71,2.04- i�ssucd to ENTERGI Fenestration Solutions USAV APPROVALDOCCITINEEN - DrawingNo. N0-557&0 Rev B, -titled Slidiu_g Glass -r. LIVin�j . DoorNOA(Llv�"_ sheet& 3) Water Resistance Test, per FBC, TAS 202-94- by Fenestration Testing Lab. Inc, Test Rq)ofl No, FTL85,52, dated 12;%115, signed and Inc- for their -Bronze and Lighter Shades; of Cap Coated Rigid PVC Exterior gh 2 1 of 2 1-1 prepared by maudacmier- dated I GfO5;1 5 and List revised on 02/0112 1, igned and scaled by s g 4) Large Missile Impact Test per FBC- TAS 201-94 2 scaled by Idaltnis. Ortega, P.. E. (Test report revised on 0215,-2016.) Extrusiour, for Windows and Dimrs" dated 09il 5il.6, expiring on 04,16120. C14 A- Lynn Nfiller, P.E.. bealing the Xfiann-Dade CotaityProduct Control Re��ision stamp with the. Notice of 5) Cyclic Wind Pressure Loading M FBC.- TAS 203-94 2 7- Test report on 1) Uniform Static Air Pressure Test-, peiFBC, TAS 20' -94 Notice of Acceptance No- 16-0712.03 issued to ENERGI Fenestration Solutions USA, -White 1'4 Acceptance nunaber and expiration date by the Nliami-Dadle Counry Product Controt Section 6) Forced Entry Test� per FBC 7 TAS 202-9-4 2) Large Mhmle Impact Test per FBC, TA S 201-9 -4 Inc- for thek Rigid PVC Exte6or Extrusions for Windows and Dom- dated z - ADS= PUPACTRATING. Large and Sinall'Sfissile Impart Resistant along withmarked-up drawings and installation diagram of vimyl sliding glass door. prepared 3) Cyck Vind?resa�zr Loading per FBC. TAS 203-94 08 10d 7, e�qiis* on OIP2&'l 8. Limitations: by Fenestration Testing Lab, Inc_ Test Report No. FTL 8:546, dated 11)0&1.5, signed and along xvith marked -up drawings and installation diagram of vinyl sliding glass dm, preliared 7- Test reports No(s). 10-M-792(A), 10-0,6-M052T 535753-09- per,AS'IME-84, W I. See table I (sheet.Z)and table _2 (sheet g) fbrapplicabk SGD unit sizes, desip pTiessures, reinforcemen types, sea1edbyIdahnis0rtega,P_E_ (Test report revised on 01104,16 andO241!2016) by Fenestration Testing Lab- Inc. Test Report No. FTL 6638 (samples A-1 thru A-22). dated ASTND 19219 and ASTNID-63 5. issued by EXOVA to Visim Exinision for celhiknic glasstypes� sill riser- (see tables B-1 & B-2 sheen 7-9) and anchorlayout sheets requiRments in 11 tbrul,6- I Test re -port on 1) Air Infiltration Test, per FBC_ TAS 202-94 11 �19/10, signed and sealed by Jorge A- Causo, P. E_ (SubmiNed ander NO-4 AT& 11- composite material L= I Rigid Mite PVC, Tan (Non -white) Rigi4 PVC and Bro coated (Painted orlaininated) white Rivi Ctobe Im �dFv 2) Uniform S tat ic Air Pressure Test- per FBC, TAS 202-94 0107. W (SubmNed' under NO.4 A�'& 11-0107 04) CD L� z labeled per referenced NOA'sre�remrnts� 3) W ater Resistazice Test- per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC- TAS 2102-94 & Notice ofAcceptance No. 14-0916.11 issued to Kurmy America., L7ic- faTtheir 3. Egress operabledoors must coniplywith min clear viridth or heidtt per FEC requit�t as applicable. 4) Large, MiWe Inipact Test per FBC, TAS 201-94 2) Undbrui Static Air Pressure Teg, per FBC, TAS 2072�94 --Sean-yGlasg- (Clear and White) Interlaver'. ex4mingon07104,118. 4. Pocket walls under separate approvaL to be revieiw-dbyBuik1mg official 5) C�Tlic Wind Pressure Loading per FBC- TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94- 9. Notice ofAcceptance No-16-111-1.01 issu�d toKumray.knmrica, Inc, faTtheir L.ABEIJING: Each unit shall bear -a penuanent label with the mamifficturee.susine or logo. city. state and �;eries aM 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Nfissile In4pact Test perFBC, TAS 201-94 "Trosifolt 11n,aclear, Clear and Color PVB lnterh�-ers­, expiring on 07/08A9. followmg staternenrMiami-Dade County Product Coniral.Approve&_ noted he-ein. along wAb marked -up draw mgs and insudlatiou diagram of vmyl sliding glass dwr� prepared 5) Cyclic Wind Pressure Loadingper FBC. TAS 203M W R.FNEWAL of this. NOA shall be considered after arewwalapplication hasbeenfiledand therehasbeemno by Fenestrafti on Testing Lab Inc.- Test Report No- FTL 85547. dated 12JO4!15. signed and 6) Forced Entry Test. M FBC- TAS 202-94 F� STATED&IENTS change in the applicable building code neptivTly aflecting the performance ofthis product scale d by I dah-nis Orte ga, R E. (Test reportrevissed on 02il 5 r, 16) along with marked -up drawings and installatiori diagram of vinyl, slidmg glass door, prepared L Statement letter of conformance with FB C----,* Edition (2-014) and FB C-6* Edition TER_mr,i-�,knONof this NOAwill cccw after the expiratim date or if thetelissbeea axevisioa orcliang-ge in the 4� Test report on 1) Air hfiltral in Test per FBC.. TAS 2 02-A Tt ples A- I thm A-5), dated byFeaestration'Testittg Lab, Inc., Test Repo N.uIrL6337fsam (201'7),issi�bymanufacturffd-at-e-dOV14;'17,s�ped&seak-dbyL),mYMff-P�E- materials, use. au&or ninnifactmeofthe product orprocess. Misuse oftLis _N0A as anendorsem ent of any product, 2) Unif&nn Static Air Pressure Test.. per FBC_ TAS 202-94 1.2,`061101 signed and sealed by Jorge A- Causo- P. E_ (Submifted under ,N,'0_4.,No. 11- 2- Statement lefter ofto fmandg interest, dated OVI& 17. awed by m2nufacturer, sigmed for sales, adverfising of any otherpurposes shall autommic ally ternumte thas N20-A. Failureto couplyixVii any 3) Water Resistance Test, pcf FBC. TAS 2012-94 0.107.09) & sealed by Lynn Miller, P1, section, cf this NQA_,L&,, be c ause for tendnationand fenwml of NOA_ 4) Large K, gWe Impac Test per FBC, 1AS 201-94 1. Letter of lab cozpliance�, part of the abolm test reports. ADNT-RME-M! '-Vr. The N GA numbet preceded by thewords Nfiami-Da de, C ounty- Florida- and fo lk-m-ed by th e 5) C lic Wind Pressure Loading per FBC_ TAS 203-94 YC C. CA L CT TLATIONS 4. RER_ Test Proposal No. 17-0387, dated 05,051 7,signed ky Ishaq Cbanda, P1. - ex.piration date may be displayed in a&wti%ing literature. If anypoftion of the NOA is duplayad , then it sha 11 be 6) Farced Entry Test, per FBC.. TALS 202-(A 1- Anchor vexf=hon calculations and structural analysis, coWlying with FBC-2014, doae in its entirety- along with mark-ed-up draAAngs and installation diagram, of vinyl sliding glass door. preimed prepared by PGT_ dated 11-0911 Sand List mrised on 02,115,116- signed and sealed -by G. OTHER 1N-r-TEMON-7. A copyof this entireNOA shall beproxided to the userby-the niantifactuteror its di�.iuibwtors and by Fenestration Testing Lab, Inc-, Test Rjepart No. FTL &548. dated 12104.4 5, signed and YO Anthony L Miller.. P.E. (Snbffifted un der. -4-No.1li-1210.81). 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 ofthe Building Offincial. sealed by Idahiis Ortega, P. E. (Pest report revised on OV0446 and 022A1116)_ 1 Glazing complies with ASTME-1300-09- This NOA revises & renews NN0A#2"429."5aad consi-sts of thispage I ande-�idewepages E-1. E-2- E-3. E-4. 1 �" '7 E-5&,E-6&sR,ellasappr.oiWdccuaw=mentio,zi,-dab�nl-- The mkunited documentation wasmiewedily1shavil Chanda, P.E. IA3 q L Cliands, RE. I Chaudm, P.E. t- ot') Jit, lshaq�l chands, RZ Product Contra] Unit Supem'sor Product Contrd'Unit Super"Sor Product Control Unit SuperTisor _0 IN A No. 21-0209—WA N -0 2 0 �.03 A. 21 t INDA '.03 -1 ' Or WMAM14NWE Expiration Datei April 14,2G!6 Expiradan Date-. April 14,2016 Expirada�n Dice- Apri[14,2,016 . Expiration Date, April 14, 202 .6 X., 1.�, Approval D,�%teXlsrch 'S,22921 Approval lbat*. Marck 25, 10! 1 Ap proval Nm March 15, !0! 1 Approira I DaMMarch 2S, 2021 PGT Industrim, Inc. CGI Windows, and Doors, Inc. PGTIndwitriesjur. NOTICE OF ACCEPTANCE: EN"IDENCESUBMIT TIED NNOTICE OF ACCEPTAINCE: EVIDENCE SITB3HTTED NOTICE OF ACCEPTANCT: EVIDENCE SUBMITTED 2. EAdence Submitted under pmlous submittal E. KALTERL-iL CERTIFICATIONS (iroutinai) 3. New Evidence Submitted 5. Quanex Part Suver Spacer Standard complying with AMI C518 Theim al Conducti'dry A. DRANITiGS OAK BTU -in! hr.-fF--F, ASIM F 1249 W%7`IR­P2iss. AS"IM D3985 0xy-gen-Pass, AS-IM E A. DRANNILNGS I . Drawing N o. AID- 5 -570. 0 Rev B, t itled -Vinyl S lid ing G lass Dm NOA (Ilff ', sheet s 2190 I_G_ Durability-NN o Fog -Pass. (Submined under'preiions JIV-0-4 X`o. 1"409. 0 i) I Drawing No- AED-55770. 0 Rev B_ titled -17inyl Sliding Glm Door NOA (LM)"- sheets 1 1 tbrough 2 1 of 2 1, prepared by nmnufacturer, dated I O-DSel 5 and last revised on 'Part th r o u gli 2 1 o f 2 1 _ p re pw e d b y m. anu fact w ff , d a t e. d I � Qi 0 5 il 5 and I ast r-n- ised on 0_2 eO l.)'2) I K22.210, signed and scaled by A- Lymrilafiller�. P�E_ 6, Quanex Duraseal complying with ASTM C5 I S. ThenrW Conductivity 2.2 9 BTLT-iiii signed and scaled by A- Lynn Miller, P_E� hr__ft2-'F, ASTM F 1249 WVIR-Pass. ASW D 1434 4sgon Pernmwce-Pass, ASTM E . Note: This mrision consists replacement of same exiistiug installation sam, with flat head- B. TESTS 2189 I.G_ Durability -No Fog- ASIM E 546 Dew Point Dev-elopn=t -2-01F in 48 hrs. L Test reports on.- 1) Ak Infilt rat ion Test, per FBC. TA S 201-94 (Subm ifted tinder INTOAX& 15-0409.05).. 2) Uniform Static Air Premue Test, Loading per FBC, TAS 202-94 -1 Vision Eximsions- Ltd- Parts complyka with PVC-A.4-NiA 303-13- Voluntary Specificatim B. TESTS 3) Water Resistance Test, per FBC,-T.kS 202-94 for Rigid Potyvinyl Claoride (PVC) Exterior Profides for Vision Extnisions. Ltd . A�-EX- 1 by 1. None. 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration. Exterior Profile Certffication. Program_ (Snbfffided underA50.4 Na 15- .5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409.0t.�) C CALCTILATIONS along with marked -up drawings and installation diagrain of all PGT Industries, Inc. 8- Vision Extrusions, Ltd- Parts complying with P`VC-AAK4A 03 -13 I_ None - representative ungs.listed below and tested to qualify Dowsfi 791 and Dowsil 983 silicones, t9ribmilted under.,'VaA A& 15�0469.05) C) (D prepared by Fenestration Testing Laboratory, Inc . Test Reports No�: 9- PVC-AAN1A 303-13, Voluntary Specification for Rigid Poly,.,iwyl C10oride (PVC) Exterior D. QT_T_UIT17 ASST-1 UUN C E FTL-7897, PGT PW5520 PVC Fixed Window (unit 6in, proposal), dated 09,10314 Profiles for Vision Foftmsion& Ltd--VEX-1 by AAMA Fetuestration ExtericT Profile L Miami -Dade Department o.f Regubtory and Economic Resources M)- FTL-20-2107 -1, PGT SGD780 Alumiraim. Sliding Glass Door (unit 7 in proposal) FTL-20- certification Program- 210-1.2, PGT CA740 Alum Outs% in CaseawntWmdow (unit 8 inproposal) FIL-20- 9 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution- USA, Inc. for E, ALITERViL C IERTIFIC.AXIONS 2107.3, PG,,T P-A77620A Ahimium. fixed Window (unit 9 in proposal) and FTL-210-2107.4- their -Tan 3040 & light shade (non -white) White Rigid PVC Exterior EUrusions for L Notice of Acceptance No. 1"305.02 issued to Kuraray.Aaierka, tat. fortheeir > PGT PW7620A Aluminum Fixed Window (unit 10 in proposar) dated 07113�20_ all signed IV, indows and Doors�­, expiring on 02/0-4,02 1. "Trosifoll, Ultraclear, Clear, -md Color P`X'B Glass Interlayers", expiring on 07,08,24- 0 and sealed bry Idalmis Ortega- P.E_ 11- Notice of Acceptance No- 1"122.02 ismed to Energi Fenesiratim Solittion, USA- Inc- for 21. Notice ofAcceApance No. 17-0808.02 is -sued to.Kuraray America, Imc. fortheir their sen"es '"WhiteRigid PVC Exterior Exam wia's for Windows and Dow - expiing on "Sentry-Glavt (Clear and White) Glass lnterfaver�" expiring on 07104L23- > CL C. CALCULATIONS 1. Anchor G2,129-123. S. Notice of Acceptance No- 1&-1106.10 issued to Vision�Extrusiow Limited for their "Brown 0 < vnification cakWations. and swxtural an*sis, complytag iA ith FBC 76 112. Notice Of Acceptance No- 2"2,03.03 issued to FjYTgi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) 111tite Rigid PVC Exterior Fitrusions for Windows Edition, (202% dated 04i29120r prepared by manufactmer, signed and scaled by their "Bronze & light shade cap coated UIke Rigiil PVC ExUrior Extrudons for and Doors". expiring on 09P30.,24. 4 Anthonvl.yrnnN-filler, P.E_ Windows and Doors"- expiring on 04/16,25. 4- Notice, of Acceptance No- 18-1106.11 issued to Vision ExtrusionsLimited for dim series 2- Glaz4 complies r0thAST-M, E 1300-04, -09, -12 and -16. "'NT 1000 Tan 2 02 and.Ughtersli ades l7�4n-%Vldte)Rjgjd Cellular PVC Exterior D. QUI ALMT ASST-Tf LLN, CE F. ST.4,TE_XjENTS -Edition Extrusions for Windows and Doors- expiring an 1-1,2912 1. Miami -Dade Departmni of Regulatory and Economic Resources (RER), 1. Statenunt letter of conforniance to FBC 711 (2020), dated 04/2120, issued by manufadurer- signed and sealed by Anthony Lynn Miller. P E. F, STATE-NEENTS E. '3LkTERL4,L CERTIFIC_kTIONS 2. Staterrierif letter of no financial interest and of independent- issuedby mamifacturer, dated L Stacawnt letter of conformance to YBC 771 Edition (2029), dated 0261;21, issued by L Notice of Acceptance No- 1M3.0-5.92 issued to Kuraray America, Inc. for their . 04/18L20, signed and sealed byAnthonyLyanN1iller,. P�E_ manufacturer- signed and scaled by Anthony Lynn M&T, P _E� U) "Trosifolt, Uln-aclear. Clear, and Color P`X-B Glass Interlayer§7. exp on 3. Pii�-ate Labelkg Agreement docinnent between PGT. dated 033a,'15 and signed by'all 2- Private Labeling Agreement dated 01�0&21 between. PGT Industrits, Inc. and CGI co G7,10024- inv-olved partica Windows and Doors Inc.. signed by Dean N1 Ruank, P.E., VY.Engineeriiig, on behax of M 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray AmeAca. Inc. forth& "Sf both conipanies- < ntn,, Glast (Cleu and ANbte) Glass Intertavers7.1 a�g on OT'04,23_ 0111ERS 3- Notice'af Acceptance No. 18-1106-10 issued to Vision Extrusions Limited for their "Brown 1. This NOA revise-, NOA# 17-042 U6 (PVT w�ICGI) and updaTes to FB C2020 (7* Edition), G. OTHERS F_ Coated (Painted or Lamivate#) White Rigid, PATC Exurier Eitrusions )I expiring 01vi 1 /2 L TbisNOAreiises& renews NO�A#'20-0429.00:'(PLAwICGl�,expiriagO,'4tl4,,1-6. for Windows and Deers"7 cxpiring on 0930,24- RER Test proposals #19-1155 dated 0111020 appmved hy IshaqI_ Chzuda_.P_E. expiring 2. The current associated PLk CGI file #21-620-55.0L ex&ing GV14,26. J. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusims Limited for their 04)14�21_ sefies, "YE 16H Tan 202 ant]. tigubter shades (Non -'"!Ate) Rigid, Ceflular`PVC LU Exterior Extrusions forWindows and Doors7". expiring on 1_129!21. < I5haqL I' Chanda. PX. Ishaq 1. Chau*�L P.E I Am q, 1, Chandm PX Rmdur- t Con" Unk Supervisor PrQdUd CGOU-01 Unit SUP#rnwr z Product Control Unit Supervisor N.-OA -N;D,L 21-a!CtS.03 N-10A 11%,01 21-OZ05.0 < NOA No. zl_9205M Expiration Date: April 14,2016 Empiratics Dade. April 14, 1026 ExpiraL(i,anDatet April 14,21M Approval Da te. Maxih 15,2021 Approval Date- M-aret 25t, 20211 Approval Date,. March 14, M1 E _:.1 r -6 SHEET NO. I I March 6, 2023 LPA 1 _T_ — — — — ___ I[ __ rA —Cu > 0 MIAMI-DIADE M]AMI-DADE COUNTY L_ CD_ 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (3) C�L 0 -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 313-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Q) -1--, U) NOTICE OF ACCEPTANCE (NOA) wN"N.miamidadegov/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 0 a L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS C-L Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of = .0 -4� prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No, LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 6" & 12 0 M C/) —0 0 > SCOPE: "Cast -Crete 4", 6"" & 12 " Lintel Sa I I ,fe.Load Tables", sheets through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6 11 & 12" Lintel Safe Load Tables", sheets I Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E W " cD C) L_ This NOA is being issued under the applicablerules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both through 3 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. E., on 08119114. U) (n !E _+� M 0_ C)- The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on Cn cl-i 40 U) , < Section to be used in. Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4" 6" & 12" Precast Concrete Lintels Filled stud B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total al of (13) concrete lintel specimens, per A STM E-52 9-94, prepared C. CALCULATIONS Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations far Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, LU L this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A, Hamon, P.E. C. CALCULATIONS E, prepared by Craig Parrino, PE., signed and sealed by Craig PP.E, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfior Cast -Crete Lintels, dated 05129103. 20 7 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miarni-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code, I. None, DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION- F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letterftom Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002 by Craig Parrino. P.E., certifying compliance with the Florida Building Code, 2010 E revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E.. on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 413-0321.07 1. Mone. z MISSILE IWACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No, LT4612, titled 1. None, B. TESTS County logo. "Cast -Crete 4", 61' & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None, Craig Parrino, P. E., dated March 24, 2003, lost revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C, CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By 111ami-Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Q)Y'Ice. be done in its entirety, E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA# 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and , d E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ,-Aiimy A. Makar, P.E., M.S. ruct _/-Alelmy A. Makar, P.E., M.S, A. Makar, P.E., M.S. ProControl Section Supervisor Pr, cruet Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 M"I-DADE COUNTY Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Ao z-, Z 0 Approval Date: 08/20/2020 Approval Date: 09/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Page I E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None, 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Bade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. Alone, F. OTHER F. OTHER i 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P, E. Crete USA, Inc., dated 08108IJ 7. signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CZ 0 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" -sheet I of > L_ 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 O L < through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last -4-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, RE., on 0 January 22, 2019, =3 _0 B. TESTS 0 1. None. C. CALCULATIONS 1. None. C/) D. QUALITY ASSURANCE M M 1. By Miami -Dade County Department of Regulatory and Economic Resources WR). E. MATERIAL CERTIFICATIONS < 1. None. O_ —0 F. OTHER 1. Article of Conversion for a name change, O C5 LU CAlelmy A. Makar, P.E., M.S. la r/ Helmy A. Makar, P.E., M.S. 2 < (3) Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No, 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 __J F-4 E-5 SHEET NO. March 6, 2023 PA 1.5 11 F ; , 1 1 r T 7-- -1 -. 'i .Ah :.IIiJ I! AID.. i I 1 uI I I I I F_--- I I I I __TT_ I I - T I : 2 /T C=— Weew 11%J\C I ' TILLIT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: --,.--,- Large missile impact and fatigue load tests were performed under Protocols TAS __ - WAT TFJZ A. TILLrr, JR., F.E. tI1tI:cTN@WI.CCFrn I FLPX,LI0WIIIaN4 44167 . 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads Tt CA LivP.,N,,.0006719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08II09/1996, #96-570 dated 0911811996, PRODUCT EYA—LUATION REPORT #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, - P-E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and 9 2126 dated 10106/1 998 witnessed by Gilbert Diamond, P.E. and Report No- REPORT II 20-0728.01 0219�011 -09, dated March 4, 2009, signed and sealed by Edmundo Lamsespada, RE. and Henry Hattem, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P,E, PRODUCT SUB -CATEGORY,- Storm Panels 1.1-3-TRUCTURAL ENGINEERI TlnM-q- On 20 Gage Galvanized Steel Storm Panel for maximum panel length Vs. design PRODUCTNAME: 20 GAGE GALVANIZSD STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Qlobal PmWdLo��. length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., 4800 S.W. $1 Street dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P_ E. Davie, %dda33314 1. PURPOSE OF EVALLIATI N; 3- MI 5'51LE IMPACT RESISTANCE. This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and 4 LOADS RESISTANCE: Professional Regulation. I-VOND 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9I 10, I 1, at least equivalent to that required bythe Code. 14,15,17,16, 19,20 25 and 26 of26, of Product Evaluation Docu merit (P.E. 0.), drawing No. 20-176, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that rtilay affect its limitations and conditions LATI - Installation shall be performed strictly in accordance With details indicated on 2. EVIDENCE SUSMITTEID� sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2.1. PRODUCT EVALUA�TION DOOLiM T (P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as _Ek__(P.E.D,)e Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 26 and 26 of 26, of ProdUct Evaluation Document sheets 1 thrut 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P. E,D.), drawing No. 20-1 T6. Tillit, Jr., P,E.; dated 07/28f2020. This drawing Is an integral part of 'up,is 'ift,v, "tkiAllillilfsol", Evaluation Report, A. rQ ,1!,,, oll �k 4 T144 i'i :,p��'t� _;_.. /�, "i ,,, ,,,,,%1,,tIqII I ,�,�R il, . !�� _._. #*1 ­ - - �� - - " i,G EIV , I, V,% , , -&I- ., V S,!- `%:,�p . -, ... ,/ ,�, . IC1- " :,4t�� ,-'\, %�, --, , \r,EI,I . , lip:; �z;7- __`P­____ ___1L_ " �_-Iz - - , * - ___ - - . S ___ 11 N0144167 ' - - . 4g� - . �_ . - . - - ,, _, I - = ____1T­_­_=______ , ___� " ,.. - , -I , i *.' � = . ��,�-?,O-I:74, : 1* :A I = - --* S ,,, _,r,,%At�, '* I 77 � ' 'z f - -_ " " = -fa*, 1­ " � � I �s �0 I I -, "I . ... "i . -11 , /� .-0,-'_ STATE OF �,",%- / f, , � _�F i!$, _�, " P ,;,, .W1 , ,� 0�-,, Z00b .",,* ,*' . 1, � . _ .,. ..... . 6355 N.W, 36th Strelet, Suite 305, Miami, Florida- 33166 - Phone, (305) 871-1530 - / - I e�­-, ­ �� �,� ,,,,, ­­�� 0 Y,,,, ,9/0' .......... NAI_ - 0' Ifflof I, , � I 11 IIIII0001 GFNM& : 8 3) IN CASE MAI PRECAST STONE, OR PRECAST CUKRM PANELS, STUCCO OR WOOD BOARDS BE PWNU I-W T�C I C"A EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUi BEHIND SUCH PANELS. I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT FRED) HAS BEEN VERIFTED FOR C(*RLANGF I" ANCHORAGE SHALL BE AS MENTIONED N 0 1) AND IN r 2) , ACCORDANCE WITH W, 2020 (791 ED HN) OF F-IE FLORIDA BUILDING CODE 10 D� -�Q-W=-Lhuh;--52,zoc,-I�R&M-r�-15AmdJ DESIGN WIND LOADS SRkL U DETERMINED AS PER SECTION 162OOr THE ABOVE MENTIONED CODE, - 1/4-0 TARGON ANCHORS � AS MANUFACTURED MY 7W SUILDLX, INC FOR A WIND SPEED AS RECURRED By THE JURISDICTION WHERE rHzSE SHUTTERS WILL BE INSTALLED AND - #14-10 PANEC"ITC FEMALE 92 AND FANELMATE PLUS ANCHORS, AS MANCIVACTIlRED BY ELCO CONSTRUCTiGN PRODUCTS FOR A IIARELTIONAITYPACTOR gd-OA—USITIC ASCE 7-115 AND SHAL_� NOT EXCEED THE MAXIMUM (ki,D) - 1/4-0 LAG SCREWS PER 8 D.5 DESIGN PRESSURE RATINGS RIDIL'ATID ON SHEET', ' rI 12, 14. ;5, 18, 19 Z. 20. _ 7/16.. � 5/r WOOD BUSHM A�l DIS 'IFUDLIED By ML POINT SCREW. SOLT III SPECIALTY CO. IN ORDER TO VIBPI� THE NXOV� CONTCNTTON� ULT1144,11 DMCN WIND LOADS DETERMINED PUT ASCE 7-16 SHALL BE FIRSD REDUCED TTQ ASO. IDMCN, WIND LOADS BY MULDPLYING 14EM BY O 6 IN ORDER, TO C I ; MINIMUM THREADO) FiDNEIRATTON W,'O 'WOW OF TAPCON ANCHORS SHALL BE, I 1/�` AND ?� FOR fCCO PANCLOATE PLUS COMPARIE TIM W1 "A kASU) OMGN P",SSURF RA71NM INDICATED ON SHEETS 7 THRU 17, t4. 15, M, 19 & 20 " PANFAII FEMALE In IN ORDER - C,23 MINNUM THREADED PENETRATION OF LAC SCREW, INTO ME WOOD FRANC UNH SHAU BE T 1/2- 40 JHiREADED 10 VERIFY FHAT� ANCHORS ON THIS RED AS TESTED WERE NOT OVER 'TRESSED, A 3A INCREASE IN ALLOWA&E PENETRATION INTO STI Sit BE CONS'.0RED AS PART OF THE REQUIRED IHRMEO PENETRATION STRCSS FOR "140 LOADS WAS ,"ja WO IN THEW ANALYSIS. FASTENERS SPAi 10 WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N,DS, ZUIH_ C 3) NORRALM EDGE DISTANCE OF LAG SCREWS, INIQ WOOD SHALL BE AS 441YCATED IN THIS DRAMATIC STORM PANWS ADEIGUACY FOR, IVFACT AND WIND FiCSISTAK1 RAS BEEN VERIFIED IN ACCORDANCE WTR SECTION 16-76 OF THE ABOi,ii MENTIONED CODE AS PER HURRICANE ENG)NUER)NO & TESTING INC REPORTS Sf-BW, 2�570 & 96-T30 AND C 4) MINIMUM PEITRAT614 OF WOOD BUSHING SHALL BE 5/8' 1/4* 11i SCAEMIS USED 1-44AU BE I i/2' LONG MINMQV FENESTRATION TESTITIC LAB INC, ROPORTS #2032 & #712t . AS PROTOCOLS TAS-201, TAS-2702 AND TAS-203, SHOMID STU= EXIST- AND !' MINIMUM POP. WALLS WITH No STUr"CO AS WELL AS AMERICAN IEST LAS Of SOUTH FLORIDA REPORT 00219,01 -02, AS PER LAS 201, TA5 207 AND TA5 70.3 STANDARDS� C 5) IN CASE "T PWCAS7 SOME. OR PRECAS4 CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FO,JNCI ON T14E DISTING WALL. 04GKORS SHAU BE LORD ENOUGH TO REACH ,THE MAIN STRUITHOIC BEHIING SUCH PANELS 2 ALL ALUMINUM "TRUSONS M BE We�-% ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 AM->+ORAC,' SHALL ME -5 MENTIONED IN t. 1) C. 2) III C 4) 1 ALL ALUMINUM SHEET LiETAI USED AT, CLOSURES SHALL HAW �105-1414 ALLOY. (Q) ANCHORS SLI BE INSTALLED FOLLOWING ALL OF THE REDOM,AfT,WtOk$ MO SPECWPCONDONS CIE YHE AIICHOWS MANUFACT'VIRCR A ALL STEEL SHEET METAL PANELS SHALL HA-rt �.,M­Rk DUALITY STEEL. ASTIM A-653 GRADE so MINIMUM. G-6D GALVANIZED STEEL GES�GHHION W/rr- SO 5 Ri,, (AFTER ROLLED). 6 PANELS 'JAY ALSO BE INCtALIM HORIZ011 FOU,OWING INSTALLATION DETAILS SHOWN ON SECTION 3 THI 10 ,,SHEETS , THROUGH 6) EXCEPT `mfAf HEADER$ (D & Q SHAJI NOT BE USED I - . ALL SCREWS To BE �TAANLESS STEEL 304 OR 316 INS SERIES OF' CORROSION RESISTANT COATED C4,ItSON STEEL AS PER 9 17 SHALL BE THE RF5P0*iSi1BLT'r (IF THE CoNTRACTOR 10 YERIFY THE SOUNDNESS Or THE STRUCIURE WHERE SHUTTER IS TO BE DIN wola W/�50 !Y; '-.1ELD 5FRIFFICTH AND 90 kill TENSILE STRENGTH ik SHALL COMPLY W/ FLaRITA, eukowc CODE - SECIION 2-11 �3.. ATTACHED TO INSURE PROPER ANCHDRAM THIS 'NUTTIER SHALL ONIV BE ATTACHED TO CONC*M, IkOCW 04 WOOD FRAME BUILD],065, 6 eOLn TO BE ASIM A-30') CkYANDIOD 5TILU, OR NSI 304 SERIES 37AINL­S STEEL WITH 36 Pli, %�OMI YIEUD SIRENOTH '0 EACH REDOLAR STORM FANEL NPiN LERRIHS OVER W-8 THROUGH 12'­'� AS PER SECTORS 6, �L 9 & 10 AND ALIERNATNES BW, I ANCHORS TO WALL SHALL M AS FOLLOWS- SW & IM ON SHEETS 1, 6 41 12 RE5PErTN'E1Y, SHALL HAVE A �EGWLE AND REACILLY 1ASIBLE MARKING INSTRUCTING 00JER OR TC"AY7- TO SECUFT RAWLS Wi APPILICAeLE REINFORCEMENT DURING PrAli OF RURRICALIE WMAii (A) IQ 015r%G,_J1QUREP QQNCRM I I THE INSTALLATION CONTRACTOR IS ;6 $EALJCAULK ALL 3KUMR CDMPONSMT EDC*CG WHKH REMAIN 1,N GOINTNIGOUS C,ONTACI eirl.i - I/ 'if TAPCON ANCHORS AS MANUI ACTURED BY I TW BIJICDFX� INC (1b, I'­31;t; P­) THE EI(OLDING TO PREVENT MWNB/RNN INTRUSION, 'AS - I /4! 0 . 7/8� C4X -IN ANCHORS. MANVFACIURED BY DCWALT INC (MIN ?'­SQDD p­) - 1/4 "Or 1 )/4' SOLiO-Srf ANCOORS, AS Di5rRiov-,EG BY ALL POINT SCAM, DOLT & SPECIALTY CC, 12 STORM PANrA, INSIAUAVON SHALL COMPLY WITH SPECS INDICATED IN THIS, CRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (MI,, C .30DO ,..i.) 'ROVIDED BY THE JUIP,SOCITIOTI WHERE PERMIT IS APPLIED TO _ I, , 7 T, Yq RPW 0 - 0 ZILAIAIF FENAU IO * PANFLUATE PLUS ANCHORS. AS MANUFACTURED BY CLOG CQW;TRUC ir , jCIS (MIN !'T.3350 P .,I ) 11, I.) THIS PRODUCT EV DOCUMENT [P F 0 ) ""Ai BY THIS ENGINEER IS GENERIC AND MES NOT F"LL IWORMATION TOP A STE ...,ALLATION C OF - I /4-v cr TAP-ORP ANCHORS- AS MANUFAClURED BY THO-FAST CORPORATION (f'­3600 pl,i.) PO4ECT, it. WHERE T14C 5FFE CONDITIONS DEVIA7 FROM T14E ,',ED A 1) MINIMUM EMBEDMENT OF TAFVON ANCHORS INTO POURED CONCRETE Sh� BE I 2' FOR "NEIMATE FENA,E TO) CONTRACTOR TO BE RZSPDN53SLE FOR THE SICIECTION, PURCHASE AND INSIA-LATiON INCLUDING IF( SAFETY OF THIS PRomct ,W4-: ID AND PAMEMALM PLUS AND I 1/4' FOR ICE TAP-GIRP ANCHORS BASED ON THIS P F 0 PROWDID HE/SHE DOES NOT 0"hTE FROM THE CONVOTIONS DETAILED ON THIS DOCUMENT CON'TROCTION SAFETY AT SHE IS THE CONTRACTOR"i RESFICAISIBUIlY A.2� C4X_N` & souo_ i ANCHORS SHI HE EMBEDDED 7/9' WITI THE POURED CW,RrTTE NO EMBLOWNT INTO (c) F4iS PRONICT LYALUA71ON DOCUMENT WILL BE rANISIDERLD INVALID W MODIFIED Sr STU= SHALL BE --TIRMITTTED 1/4' *­20 SCREWS USED SHALL BE 1 1/2* LORD MfN.%!Lfm Sl "_JLD SrIXXO EXIST, NC I" MINIMUM MR li WITH NO STUMO, AND MAY BE HEADED SCREWS OR ALL THMADET, SCREWS W/O �W, III) SPITE SPEIWD PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT; WHfCY,i WOLL BECOME HIE But WITH All NUIS ENGINEER OF RECORD (110-8) FDR THE PROJECI AND 'WHO WILL BE RESPONSIBLE FOR THE PROPER USE UP THE RED ENGINEER Of RECORD, AGING AS A DELEGATED ENGtREEW TO THE A 3) IN CASE THAT PRECAST STONE, PRECAS! CONCRETE PANELS, PAVETIS, STUCCO OR W nON ON I F R 0011 RDS BE FOUND TH PEO ENGINEER. SHALL SUBMIT TO THIS LATTER THE SY[ SPECIFIC DRAWINCS M RE,JEW EXISTING WALL OR ,LOCIR, ANCII40ITS SHALL 13E LONG FNOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL' BE AS MENTIONED IN A 1) MD IN A1) le) THIS R,F 1) SHALL BE* THE DATE AND ORIO,NAL �EAL *41) SKITY41HRE Of THE PROFTSSTONAL ENGINEER OF RECORD TW, PREPARED IT (B) TO EXISTING CQ_W_GEIE,k,QQLWA,L,)�N_,C=BQ - 6 TAPCQN ANCHORS AS MANUrAICIURED B, I I W SULDEX, INC 14 SHUTTER WANUFACtU", 'S LABEL SHALL BE LOCATED ON A READILY �SIBIX LOWON AT STORM :/4�� - /4 0 ,i 7/S_ CALK-lN ANCHORS. AS MANUFACTURED BY DEWALT IFIC (WIN f'­1500 P­� PANEL SHUTTER IN ACCORDANCE WIT" SECTION 1709.9 3 OF RORMA 8UILDIN0 CODE, ONE LABEL SHALL BE PLACED FOR EVERY OPENING LA81EUNG TO COMPLY WON SECTION 110�,0�2 OF TH. - 1/4-0 X 3/4- SWO-S,T ANCHORS, A$ DISTRIBUTED By ALL -DIN! SCREW, BOLP A SPFCoLl, CO� 'LOMA BUILDING CODE (MIN ,,­iaw 0'.0 I AALL ONLY BE US - #14- 0 PANIi FELI 10 AND PANELOATt PLUS ANI AS MAINVrACIURED BY LLCO CONSTRUCTION EFDLOTROLDA , STATE OF LIN �20U ts (MIN f'.."071 P,�I) " ORIUNNNMAK IN THE 19 A, - i/4 *G AF-CRIP ANCHORS, A5 VANUFACTURN) BY TRU-PAS1 CORPORATION ,%%�, . r/4 4 N& ­1 ` , 1� ' 11 - 8 1) MINIMUM DIMEILOMENT O� TAFCON ANCliORS, EICO PANELMAt!S AND CF 1AP-GlIP ANCHOR, INTO IHF COTIF W. I V ' � FLORIDA BUILDING CODE (Nigh Velocity HIM come Zone) " If I I _111--­ 61 ocy UNIT SMAL, BE I 114' Z_ 1, "'"it _. I i� -MP N'to". III 20 GAGE GALVANIZED STEEL STORM PANEL IN OIT07 "; � RAMINK, 9 21 CALK�N & SOLID -SET ANCHORS SIALL BE EMBEDDED 7/8- 4 16 INTO ,HE CONCRETE 9W&K UNIT NO EMEJV:' , INTO S LECO "LL BE PERMITTED, 1/4' 0 -70 SrRLWS USED S�tACI_ BE I I/?- LONG MINI&L" SHOUlis sIvc.00 1_ E I ___�, v/Wile, . �Zl_ �___ �__ - -TILTE _C0 ` GLOBAL PROTECTION PRODUCTS, I.I.C. GAMI / CXI171 W) I' MINNUM FOR Wi WifIl 140 STUCCO, S _:�% STAT or - _�_ -- --"--, / �r or itL__� -.- 51 MOT - .. YIUm TICIHTRO & XOGRINIVERINO ­1A.1 5­ P. �M)I. %E;'), I '. I�op � AT7k— .� 20-176 D — I. _4,�!,M — — I .1. "'Ole, (—),--. 1AX, (_),M"�"` , �1, .. , — _­­ -,,, & - . - . "'S".. - WIRXIi 'O - 7 __ "'N,i �1111_10W__ =7 ,,��N A _M, A,,,,, 'ARI's , ,,, IT '. P E ! H.— U,,, i ­07 �1_ �_ nZ_L= — . I I k&OIDVC EY3ULUATIDIS REPQ= N!M_U.=W 3 0, MAJI CHARACTERISTEMS AND PECIFICATIONI: 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 (RED.), drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OF -USE; 7.1. Shall be stricilly in compliance with General Notes No, 1, 8 thrut 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of26 of Product Evaluation Document (P.E. D.), drawing No. 20-176 prepared by TIIIaGo, Inc. and signed and sealed by Walter A. Tilld, Jr,, P.E. 7.2. Product may Us 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 frarne structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ,"i,101101111fil" o-" �k N T144 ,'�,!Iv. OINA ,�� _: .... /� lex IN ., 1. ,,� I'l , /�.- `,�Q, EN Se'%;P 111, ,--- ' . .. ' I S . I -- - - �� t -E _ ,,�=,I::�� 44167 � _ :. ­_­.�11 =__*_;___�:>* I * = - , * . E ,,-A;�,f,­,,_­*,0_� STATE OF " �r , - , . .155- , 1�1 - I '.1C ,� I *, N�. �-OvD 1--'\,,01, i,, - W,,�. 0 I - 111*Iol� 10 , . 'i ... I . , 810 NAO� No , 0' S ,0T";f)fsJIII%l%`G" WAT)LL D�� TILTECO ADMON RECORDS I P. E. REPORT-20 � GLOBAL PROTECTION FRODLICTS, LLC � 20 GAG15 GALVANIZED STEEL STORM PANIELk DRwI 20-178 'I REPORTIf 20-0728,01 I I /I I L I ECO IN,=-\ TILLIT TESTING A ENGINEERING COMPANY N�AIARA TILLIT, JF_ P.& ___ __ tjItCOO(AL0J,r 'GOD PRODUCT EYALUATION REPORT MPF IA,,-N,I 44167 _C.A.Um3eN,,.)006?;9 REPORT li 20-0727.02 DATE: J uty 27, 2020 PRODUCT CATEGORY: shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: global Protec 4800 S.W., 51 Street Davie, Flodda;33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by WalittorA. 71111t, Jr., P.E. (System ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 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 with the 2020 Seventh Ed ' ition 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: 2.1. PROD CT EVALUATION DQCURENTkMM)� Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an integ,votIliblog,lis ,, Evaluation Report. ,,,x �� - k4 !" .� - %; ....... /)I. `*� ,Z.1 �' . , I �Ik. ­___ ,-",tN .,`,�Q�ENS, `�� 1-, , " ,�- - I� - , _�,­I� � I 1. � ___ - "' - *' --'--� —21, , F­ .-44167 1. _,�_,,4 I - t*. .11 3<, t­, * �: * 6,355NW 36thStreet, Suite, 305,Afiami, Florida 33166 -Photie: (305) 87l-N,N4XWf,KI531 . GULAR- & LIfE SAFETY STORM PANEU (SCALE 1/2-n ___ __ _____ _ � -1 � - ­ � I 11 15. 1 W (YOM WIDTH) -_ - -1 - - - - I -1 _. - I ­ -11 11 --- - - --- ­-­­ ­­_ I� 196* (TOTAL eni - - - -_ I - - - __ _ __ __ ___ - __ 12,5w (EFFE:nwl� WGITHy - , - - -- ­.­ I— 4 � I � i ­­- - - ­ - - - - -- b,250- - - ­ - - - __ __ .... ... - 61/4, - 1_­­___ r � , I ­ IAPO' - -1.2150,- - 11SP1­1 "I , I SOO, ,. '111500" � X " , , �, � �, ,� I I � -f �$D,D* -, � " O.OM' MIN. THICK T-A - ,�N, ), _ I I '! �, ., - - . - �, I , I - ,350, - ,� I! lw__ - , _­___,� """' STEEL I /­�,L,'11 F J, __ "';iII-17 1, �0- � ­ �-�, ,' _-�, � - ti�K�4 , \`,2.657" I142LOANIZIDD STEEL EDGE " � I le� "� *1 ".., "" . - - 'S x ! GUM 50 MINRMUl / 04361 MR, THICK ", TBUAMEQ - � . — -- / 44EMMM"-- , �-,�- , x � I 6 80 MV EDGE - I ED ", � _`* - 2OGG k ASTIA A-553 �, ?..Dw- '24-.�/' 114 , ! "EMM "Vp - , * " � 4111MED , \ / - I GRAOSE 50 MAIL AT - — A-1 I Moei ... EDO --- M , C-M GALV LWAIL * N, 1 4BAS _t�rilt A �, - .V,,, - \111T_ / 1� 1. . - I - - . � ------ ----- _0 ------- - - . . - , -,- - ,� - ,.3k- -, �i. I- � ,,� I_ - __ 1 ---(S2W­------- --- - ,�. (D STORM PANEL 0 END STORM PANEL - -1-2117'- - � ,�_ I- � , , � : 1, I - -----,-- - ---- ----- - " ,� � . I i *S , � 7.2w, -1 - 2.i87'- -- - F 1 AANI END �f __1 _�, �_ I f �,25' 1 .4'-10. %,�120. 42f ill/ NEUMM EDGE I A -1w 1,2'. ',00- A. *I- _ ­7so, - � , xw I SERIES 11� � All a i �,d­ A , si vw wxu - -i'lo'- �,� ,�, 1.,-�, ,L i ,M- I - STUD RNITTED ­ - I ,1<1 ",e,0r , �, .... 11 I f : ! I 171 I TO ANDIS 0 -, , � I __ Wel, I 1 - I� 72�`691. 2117 . Orc. , . I " 11`��e-_-- - - - �,-:­ 10.06- --fao - 1 I � --i , �� ��!W_11�1 - , ,_�,�' // " ,�, - I 1 3.475, 1 ". .093, ___ IT , 07 ��,, - F,1�5 � 20M . 1.560* 1 : , 1. I I I SEE B32, q9, SEE ", ,_ � k� " � - ;F13, - " I , ­ - - z I � OIA: F 1­b1!W1�_1___t_L I ­ 4 1 4 00*11 ,,25� - I 1. �, I iNZL� a a i.375 I I . � lf!� i? I 1IDS-1- � I , ­­ ' I ""N � , 71%-- , i I f i � `ENNEG`___ - I R. 0. 1 �75" , __ IF r1w Z i � - - -1 ; - I I I __ _:�41 i I . �­t,' I I __ 11, , - 0) /7;.:� !,;� i_ � 5, M., ­ 1­ - -1 __ 1.500* - L.- i sw-, il' , ___ , � ­­2'GOI , r': - / 2.OW ­_ SOUNDED CORNER 0 ENDS OF PANEL'S n0A END LIP W/ HEMMED EDGE. /-' @ *.Q�� !b!_Jff.A= (�) ANGLE (R ANGLE WITH STUD AW,V,-M (N,T S) W`� # AnTASE-= . I --'-VAMES I SIDE W. _V ,J f___j 1/116 2/14 0,344, TVA TOP ECCE .374 Z96' _,114" - 750' - _ .0"I _1W_ _ ,---7­, - I 'ID. 01 PANCL I 18a.- I- i -310' i 125' ,/.*.-20. ' - . I __ - -T �'IS _V, SENE, I t - . � _­ R� -,- -1 : , . f ,� f � iSTOG RNDTG to 1 �625'_' I ! 07 - , -/ --:,- _. -, . r-- � 1.4 "51 270 ,616 T:a,�, e _ 0 12 '12- 0C �_ ;6 fl L& :a_ ___ - 1 - f ) - , - _ I - I r , 'L&�,­ -- - L'i, L ' 1, - - -!i I r I- I . -190 t3431 ­W ei 1 -500' !Rki- " : :T �, 4 \ , .3, � I 5' 8 r_,_%- _Wt*,E MR . \� � . ,- - I O'i 7r I LOCATION AT I - � . EVERY PAhCL 04OW .957; .1 � I --- A - ').080 t-, - ____ i - , I i L I t . "i .09' I - .W_ I ,-k ii�; � -- 2.OM'-- - ­-, r".) /-.% KEY HOLE WASUR ------- 7.0 00' kl��) : - ­OC': _-, ' 'E" BACA ANGLE (4 3a* *E- IMCK (7) FLAT PLATED I's) -,. -,.4 ( ".�� � 02 EL I I I- 1-1 .544.1 0001"Iffelf", VATH STU ­ - -, - - I � ,,Ik','�� h I T/41� l'ill" V. � M" IS* kow; I L � s , - I - -_ L- I " V ,ii��.­-;,h I f I I I L , ,I 1 8' G../ o,* � � ; I ' ii� �' Lek.875,0 ) ' '*' : .375"0 1 * ' ." � , '� Z .� * `� _ -1 I : I I L , .1 I - 75 ,6Z - No, 44167 1 S I . . . ,3t i i i = f I " - _ ____1 I \__Ri�_.� I; *4� * .*, FLORIDA BUILDING CODE (High Vfd!�� Hurricians Zone) " - 1 ,M-_! , � r."' !% ` STATE Of �-� C,- ,- _ES0. - __ - ZAMAC facist, OF PANEL 1� - * ,, - "M "I AAL FP � , - � 12!�._ _j875- PLATED WING MITI 1 909.. " It, , . - " 21D WE GALVANIZED STEEL STORM PANEL I .. ' , ,�, " � 9� " i 1 .. 4 1*.' � .-,,'4 ,--- �­ ­ I " , _­_2�OGB' -- KEY HOLE - � �?, . , - - . (�� 11-11 ;�� .10, __ f\ GLOW PROTECTION PRODUCM LLC.I To 10AM4 - - &&164. , =,= �_� sic, \ A&OO S.W. 51 STREET ­_ ____ - , AT PANE 111��,; irt_1010::_!��,__�� ---,- Z� 4"_�71�_ : T:1 �T� i _9 @ 2*XZ*XI/A" ACTERNATMY. ust INNo I" */OW CONN"Pir D"M m- =I. r-1- AMINUM A82LE wowunif: "sNER ill/ ADDD*NAL - I _I9.1:reT=­__�_"" PWOIIE, GISN4111119-71IO, FAX (ONDIlle-Wel I 1; - , -,;I.,e . - 7/a*Ai WAS.15i ISGIANILITIS � , I I I 1­1 - I ORMANS le, STEEL OR NICKEL PLATED STEEG). Ff- SrJq/&1GeQURE,%AIE *Am AL ri Ill, P_C_ - -_ - - -1 _ _ pat2� ­ 9 -.7 I - I - I - I , I I ]PRODUCIEVAIXATIONREEOIRT NO. -20-4727 2 2.L TEST REPOR-M- Large missile impact load tests were performed under SSTD 12-09 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 by American Testing Lab of South Florida, Report# 0814.01-01 dated 03/11f02 Witnessed by William R_ Mahrier, P.E., Boriz Moroz, PIE, and Henry Hattem, RE, and Report No. 0219.01-09, dated February 25, 2009, signed and sealed byEdmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. GCM-198 by 00 Metallurgical, Inc., dated March 13,2000, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QG Metallurgical Report No. I OKII 311,8, dated December 1, 201 0 signed and sealed by Jerry Jarlofano, P.E. as per ASTM E-8. . STRUCTURAL ENGINEERING CALQUItAi 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 by Tllt&r�o, Inc., dated 12/1 Bill 0 and 08i'27113 (for this revision), signed and sealed by Walter AL Tillit Jr�, P.E. 3. MISSILE IMPACT RESISTIN NitiZE: Lame missile Impact under section 1609,1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESIMNCE: 24 Gage Galvanized Steel Storm Panel hasr been verif led 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 6, 9, 10, 11, 13 thro 16 and 1 8 of 18, of Product Evaluation Document (P.E.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. MODIC7 RVAIIATION REPQRLNa_Ld-MLU I 5. INSTALLAT_ION- Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thrul 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, 1 5, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t. MATERIA - --- _ L-CHARACTERISTIC31 AND SPECIFICATIONS: 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 18, of Product Evaluatim Document (P,E.D.), drawing No. 20-175. 7 7A. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 M prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. CN.J( C= II 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES .4-40 as defined on section 1620.2 of the Florida Building Code, %_ 73. Product shall only be installed into poured concrete, concrete block, and wood frame structures. _J =D Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License "I'll No. 44167), President of Tifteco. Inc. (Florida CA-0006719). WATILL D:i, TILTECO ADNION RECORDS I,P F. REPORT.2( GALVANIZED STEELSTORM PANEL kDRiVG920-1751, 1 1/4, 2/4, 3/4, 4/4,I 5/5, 7/5. 1W/10. 2W/10, 31i 4W/10, 6/5 1 5W/10, 6w/11 & 7W/11 �_ �a, _____ ... ...... ­­­ ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS a & 9 I— r MAX - : I* MIN. FOR WOW SEE SECT06 ON SHEETS 10 & I I - --- ---- I" MfN7, I r__ � - 0 -, �__!__ - I '. I 0 __T_ _T__Y__­T_r_ 1 � , ., , - f- -17, - � I I.." -111-1-11111,--, - 1, - -1 I ----� ­­­ --T--T­,­0 --!­ --- ­ ­ ­ - - l I lxM..(�),(�),,(D,___ , I I71 If I � I I 1; I I , I I I I � I I I -r—r—r- , F � q I r I ,+___1 -- 1 f f I � —'--'I— I I I I � I , I ---- , � , i I (�)�H5).(D+@ 6 r, I i , " I I 177 I i I i I 1 I I i I I t i 1 , 1 I I i I 1 I I , i I i T - � 1 I 1 2 ! I I i i I " 1 1 1 l � � I ! 1 ! I ; I � i I I I I I , I � , I I � i i i � i I , , I � I � 1 I, , 7 1 1 �i I , � I , ,, I ED i� , I I I I 11 1! I � 1 I I ! I 1 1 I L -, - I .... L___1 _-, I L � , -1 I --- I " � I- I � I I I i __L______ - _1 � -_ - I - i - --t - 1 , , , -_ - - _ __ - I 9 � -1 __ - - ­ 1 1 -I -- _�'. Y_ ---I--- _� - ___ .", -, -j- 1 -I- T i , I I 1 ) I ___I I I I I , , , - I L - I I [ I A ! , , 1 - - I- I . i I . I I I 2 I I I I I : I . �_ I i i � � -r— I . - - I I � I . I . I I I I � ; I 1 1 _�,._ - �_ - I ; I - i - - - � ` T I � 'A I I I ; 1 , i 1 ; � -­ I - I � I I I '11) � I I � - -1, I �. � I I Ili* � f -1 , 1 , � I r i I . . ; - 1 i ; I . I � __ I — . I . ,'IV R I I I . ; . - 1 � I I � I i ; . I , . I , I 1. � � : I � I I � i i I 1 I 1 1 � i I I I . I � I I � ------- I . I i ; I I ! � f ,-- i � � I 1 � !*' ­TED PANE - Ili- I - � I I 1UNEOLDED PANELS 1 1 , ; , , � ! ! j i ; I ! � 1101 IS / 1/40-20.1- . � I � I � � i i I S-S. III SOLT W1 7/6' . 3/3?' �, 1 I I(SEE SECTIONS AS I I ; I T WIN." 0 CA, OVERI.A. I J! i APPLICABLE) ! I � � I I , ! ! � I I I i � i � 6 1 � I I I f ! � (SEE SECTIONS AS APPLICABLE) I 1 1 I I I I � I I ; I I ! 1 I , � , ; I i. ! i � J , I " I I I q - , - t _1 - . - -1 -1 - I, ,�, I - � - _�_ ­ __ __ -_ � !J t - I _ " - , I , - - - - i �_ � I -A - - I I . - 1 �i I . I r. . . - __ -1-1-11i. I -, - I � ; f T -I- --I- . 1. ; -T, - -r- 11 ! 'F Ed , I i .I :� 1 i I F _T_'�� J ` � k i I ED � I "' I 1 , � � II , i I � I 1 1 1 i I � i ! I I I � I I I I I I I . 1 � ll �, ! , i ! 1 ! 1 1 , i i .1 I � � I � 1 � I 4 , i , I I 1 i i I i i i I I ; , I I I � I I I , I � � 1 1 1 � I � i 1 ; I I I D,M. -4 � I --il � , 1__ I I , � I - i I I I � � i�i, _ - ­1 4 I i- - - I ; I ­ , I __ 1 I - @.@4)- (�) i ,12 t I i ti; � 14-4 , - a - I ­ I � 0 I 14w; i . I 141 ,, __ ,,, � � , I I I A- - i &___ 0 (�)4M�)_@, 6, - S, tim - 1/4,, 2/4, 3/4, 4/4, 5/5, 7/5, - - - - 11 MIN. " MIN � 1W/10, 2W/10, 3W/10. 4W/10, 6/�5 SW/10, 6W/11 & 7W/1 I 1 � I ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & Q. . , ,, ,,, __ FOR WOOD SEE SECTIONS ON SHEETS TO A, 11 Ll)& Q ELEVATION NT.S 167' 1/4' M­ GO VALLEY) ­� (W DIERLAP -1 WHOLE - ­ I ._J ­� I P'IR ­': 1 777� �_=__N,��77, -_- I "rl�=N i �771 BAY,I. I ., : !� .... W - ,_ .Ali� $. ..­ . L/ I* � tAl) I EN `-'? �c, FLORIDA BUILDING CODE (High Velocity Hur cone Zone) 11 71�_z I ofaw TuWA, INC, EP w 44167 '. 1 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN Oft : * �_ '*! SECTION A- *: * ----,, ___ __ 07116/m" N.TA. Alt ,.�_ �..4__�_ Tt _ - *_ __ GLOBAL PROTECTION PRODUCTS, U.C. GATT � * �E C;00- �...� a Q sf­ _1� IL r -O" .,,,; ,"'T \ .w "I 51 11,111m, 1Ii , OR - I OAWD IL XQH. --,o,-. og(�Jn WLLTT mp" A, clunktim" COMPARV ....... �A 20-176 �'I. .... �r V �/,.,, ..... - .._., .. RHtNl` ("'t)"81-71PRO. - o��m-vr ;; m � " - Poil -I-- - � Pen, _­ atifill IN III - ,W"15- - a_owvlg -.1 - ­,,,,U;'V,n, cp on"URF"Il"r 'RALTER A. TR.UY ­ P-C I QN I I - i- I I k I t i .� .1. am g_,, 1 141.7 - I I -4-0 (1) (1) C_ U) -a —CD > 0 (3) = -"-' " =3 (3) e (1) (L) L_ CL CL C 0 _0 0 L_ C . a.4t., co 0 Ii IW — 0- U) (35 C= (1) -0 0 0 0 -0 III= — -0 = 0 c L_ Mi. — = -2 W 3: C13 = 0 .0 -4.- M LL ,,_ 0 — Co > U) U) _0 (1) CJ) E L_ Q) _1_1 0 L- 0_ = iI_ CU -0 ,2 .C: 1-13 U) ai. < � `N) - a .S -= := a) -= :. LAJ Ci) = - . -9 <;-= ;; Ili c2_ M _E (a c,.;) _,; -= M . �-_ = LJ- cc C= tn _= C14 'n cm ex .�! FQ 3: 2 W a, C2- _= . - F -Z -;,. - = = W C7 .= -ii ,3 !! �:; Cc W = .- I. ::I- " 03 __ = .-2!2 ,n = .- � U mi I- ­­­- 11 ­ - INSIALLAIJON DEJAILS F9R REgULAS PANELS01' & a END UM PUM MR.1 MALLATION IN BAW QQ49KE INSIALLADW-DEIAU EQR REQUILAR RANELSIC-1) & dA I IN9AU,KlQN MAILS FOR REGULAR, PANELS(Ti & INTO EX15TIN9 POURED CQNCRETE QR 99NCRETE ffixr-OULM INTO EXMING POURED 01I OR 9ONCRETE BLOCK STWICTURE-S 'I" INT9 EXIaTIN9 EOURED CONCRETE 09 90NOEIE BLOCK STRUCIURES WNCRIVE AW!"O"I ­ M4 =111,011,11"U'"11=0, OONCA,Ctf��;__� ,,-',,,�, - YAUD FOR RE01AP. UEE AND E-Z KW ON 8M TM I LUS OR a r a" � vsl�Rr � I ,_1 I I MEE sc� I . ANC4041,51 FOR CONCRETE SEE SCHEDULE ON SHEET 9 I ,,, CONCRETE .K:-ORS - NEE LE ON ! ME SCHEDULE ON SAM ) SWM I ,-- . I., I � I -.-- _________ ­ ­ - I- � ­ - WIRCI.CONCCRETICK 'M WOO SEE SECTIONS ON SHEET 12 I li SHMS a `mR1111Q`4 1) ; �-� - i � M11I.- � � _� ­ " G i ­­i, I- . � _t_­ 44, 4 - - OF ET 'D _-EBB., -- &M 3' ii (SU SC-EOUUE ON _ , . 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I il CASE Q (PLO) 7�77 - _: ! _ MAK : —7 7 -­7 �' ; "IT — — )6 : � - - _,7 1 �1* �__ E4 - , : E,_ , 77W 1 C A, , !4i'll CD EXISTI`4 , ­. ,,, L t CA"V�H) I I - _ - -1 CONCRET - - � wou"RED __� EXISTING M::� � SCALE 3/'O-'- , i. 1, D _�/,-_ ,�� --W.' - , �� � -:71 - -­ V_ " � " 1- CONCRETE OR - I 1, I � - I 3 , , � I I - (I FOR WOOD SEE SECTIONS ON SHEET 17 I - - , - ,�, I _J " -0 . L " V. veo'lot) 1� ym,", 11 I I 1 7/`m*M/=1 ,�A I - � ----.t �� �L _ I I I , -0. t CONCRETE BLMK - , -W ", I � = . " �� �/" - ----------- Zilt� .. �. E�L ", ", %zio NAT , - � "a a ELMTtON e/ '_ I � 1 C40M , I �� �� I - Ck" :Zn V 1,10ee" 1� 4 'A- M= c,, : P� ,�� � � IREGULAR STORM PANEIS ANCRID"M ­ CONCRETE ANCHORI, CONCRETE AN - _9M. �. I , � I C, i ED � _16tr'Wo 0 INIOW I ��-, � I '% __ 11 . I , , � ; " , ! � � lv � ". , . I � . SCALE 5/32 KDU`UE ON �'Ect,r,= I � I 'fA I , i I I? � I ,\ ­ .g, ",", - I ___ , I 4 C.,"i- .A (D - (SEE: SCRI OR (SEE sci,altILE - . \ , �, ,Lli 6 VIM i I -_ -_ � I REOUREEL 1. I; 171/,.- . V* ;.Vilr 41:�_­i Wee, me,oc . I * 12 - I REWIRE ` f ,-,. _t�_� / �(4�r A& IK!Ln CONCRETE , -i�4�l CONCRETE AlICIORS , ._ , � , (SEE 5C - SHOETS 8 T"Roi 0) "PERE's a THROUGH - , " a -_ . . ....... "' , I I 0 5',WS 'I', ) 0) CALK"' __ �� - - I=- =.=- 4;4-N i . - -1 " a TRAOLGH iil� law, I _,1 " , � � .. - - , .0 I ." � I ,I I %� � � I PLUS CRIO AND CONCRETE 4, ­ - ­� 'J�` - . I I . ]/., Mw CAR , TAP P 4) I, I, 1. , �, I A Te ,- - = � � i ��,_ I 11 : 1--E-s:�4" 4, ! I " SCADIDULES ON GSB: WABLI [:,, ��,.�', _",' L �' � , ��; , . 4&i.i., I I L I- - - - f , , f i T I - I � ll­­ � C-1 � ZIT!7 1 I 11 -W � I I 1.� , � 2.57' ., S ,MWS 8 114 . - 41114411 Iii �­, I I I . - I - i O" 00MAP -I Mou VAULEYT I , I INQ p.101 �11 ; �&4z" : A � _2OK3/4" SIS. SOLT � �, , = WAL6 VQURT , , , - - � :_1 I , M 0- wris 3 a 9) .) NUILD NTI:HQ � __ ALTERNAT - ILQ OUT MOUNTING I .1 " __ I ,�, __T__ M­ 4 WA1k1J1g6�Q I , "" � 1 _V4, ! ,.1 _­_­___,__ __1�7_:14 --- 11 11 I_U "I 11" L !L ­V W/77/9 2L WIRG NUT L ­1 - I 9 CONCRETE ANCHRIPIS 'K�_ ---" _77­­ ,75�' , , ,­ . , ­ ,_ , 1 ,;!"�/3 1 - �� . 59olQK-A ! 5UMPRIZ , I G, I SCALE 3/8-1* 3/a.1- ScAlt 3/8-11 SECTIONS 5--a - 5 26 If f ON" W-- , , / - At %, I � � � - (SEE SCHITOW ON �� �� ICAUE 3/a-l" SCAE 3/6-r SCALE 3/B-t- 7 - __/ _1 it- OREA" IROTIO a . , A ,,�,L./, . = I. I T, , - - 0 a) = t. ; � , I I I - I - - ­ V --- ­­ -'- " I I , I I CONCRETE AK'NORTS /4' MAXL eN, 000 -1 PP FAI - -MM ANCHORS, STAGOU" � - tw ScHraoix ON L SHCET Q) I EDGE OF fXi5TING - e DISTANCE D (SEE I <1 1Z EA - EDGE �PVIEST I _6PENNING * NEW I' WIDE A VARTIES . 1/8' I- D. EDO - SCHEDULE ON SAM 0) I Nt= 'H� . TH K ALUM. TUBE 09 I' . - - (SEE ED C9 - G �� S-M 0) I BW OR .) 0 Cn ; M"C"CRAI, 1 HE - �­­ I QA�W;!ONII I : _ ANCPM CA SE01ON A=A ( - TX2 "'(D it (SEE st � ORSTINK, SMCCD/ P,TCW000 PLATE SPAM I It SHE55 a & 9) I = C= OR =ZOUI REOUREb SCALE 3/�2 -1 S a -1, I � - rJ ) - ICU ­P. ZMAINOR, I a _11--WOOD BAND 1 To cuiss. SHEETS 8 & 9 �, L I ._1 � CRM RDURRED K I i 9 I I I If NOV I' WIVE I, VARIES . 1/8' - �i_ - PITOORM " � 4 1 ­ "., ALUM TUBE OR I' , VARICS - ­� / i 112-I-_ MTING kL,L MOUNTING at II 'P 7 WOOD ��, INUALLMION QW901198-9"n-ITIONS : %H MU511a, " � - W-1k., . NQU MR i - I, PLATE SPACER i TOP & BOTTOM MOUINTRi CAN BE IN : I EVEW MAD I I 1 55 I 12 tl�'PC �. U 6 -,, ", i BEHIND "'i 1__'� I COMBINED IN ANY WAY TO SUIT ANY CASE EIPLAN) Bw ,Mff 2LGIQN__LQ : t "'141114-HON"", TOP a 80TTOM MOUNTINGS CAN BE ­ - I � CONCRETE ANCHORS ,�,, INSTALLATION. SCAU 3/Hs-t- SCALE , COMBINED IN ANY WAY TO SUIT ANY _. Dia SCHEDi C* - � .,. SCALE 318.1* - 4 �., � I I 9 - - . Whl;%,, I ox" O A, �/, I, )7 � ; SCALE 3/8 : !i —, — I lks t��ALLATION I T I I SIC'S a TORO" `� I _E-ACK C-t _� fX LU I . .�� ...... / J 6 'AV III. I '11001 . ',It, I "I C _t4 , '! j. ,._', , l - -3 i GD i-P-1:1 _� ;.N = - I ''LL ".-, ... - ,/ II4 ­ I �, . A ... X. " - �_ EN ' - I I ..�o Velocity Hu ... " "I 5- 1 . � , . I ­ .r 01�_ , - __� ? % - "/',� .. .. . . ___ POURED ��,� I . '.I . _EU`_ - "" - ___ - . I . /_"­""`INI,,,,,_� "`N`_ FLORIDA BUILDING CODE (tigh N ... I I ", I -,- I I , ilt k ` J_\_\ - �: � , 1, I , -11 4 : 4m " ,_ , I T _ I L , '. r41-:, 1.11 , ", Iiii T Q&;1i - ­T =:F] _=��, I , - �� 9 I I it - � , -.1 I I I I --4) flilff I 1- I , , .1 I -,; 1! I -'TO* , I 4, U I I � I , , , I " i I0, I- '� A I e- - - A I 11 - � I I " , I I - - I .- E1_11 I- _� ,�-, - t-1 _,_ 7':'._:,� "" , i A " " "" , " A Na. = 11 11 I , - , III, J__1 ;-,A I i I i i �11 L111 ii U.": 1:10-17-un'-Z `1 % * �_� ,,, I . - ,00,OU , t, � EXISTING P RED � - .1 I 'cone , .Q ., ,�6. 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V "" AT END PANEL 't`/ a:� I tJA's uD sER[m a a' D.G. WJ L I N EOR TI F F J \` PDueaEn CONCRETE J t _ i'1 j4, 2j4, 2A%4, 3/4 ar 4/4 -•�a1, 2 d iWj15 _ 3. Ilea. _ - - 1 2yD TEM RECLINED .so0 � - _-- _ ,'_o ,/r _ -._� -AT END PANELILS EVERY INTO EXISTING 11V�10Q STRUCTURES STAGS pv CAP i I d i o'�zis nic tr' Ow 'REAM Mi awc'ws�,E i [..--" °t'' i N • .: i._ I !, i ! f j i i j i t? d i ! [ f t, I To HOLD PANEL j 1jj x I I f B` , s 1 I 1 x! ( ) +. - S _ -{- _ ��__ _.� $Cn -1--i i l .." M:.n. (rsb'F Ir9 �....,, Y.'_ i..'.. a t YS ru i ..,.:.. L ; STUES o EVERY IT -�~ `�., ,.. .,.�.: , ,- .,. a L-1__�. �_ t � I_.LI�� 1_�... � � E �.•.,_E.,.�„_�_�i _ __.,._.E! ,.�:.,. 4,. _. ,. EBrERLAP d — , __ — ..,_y.__ __._ i..� A 1¢ I.} _ r iT'I i li �3 I r 1 (2sJ2O:c.) 1 { 1 d y J SEE 6GKi dI{ i?' I E,' 7d I I I I { I i( GULF Y SII SCHEDI.hE ' • { I I 1 I ' I; ff I ! TO HOLD PANEL sWHEE'r ib SHEET 1# �(F3Rf PAN'OJI ; i (INIEIYK)R PANW ! (d41ffIPDR PANEL) If;1P AxA-)I.FNRd W. SEpA roH To CLASSIMR Min. 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RETAIL 1 WA MOUNTINry lN¢-tea pLICA LE 1� Nluom Sd bLILrSI.#s6e4dF;C.:R' (r E-U 10 - CStfr:K.U,LE RLaKNR AT END TTµ I 1 j.I- _ SCALE 3J76 's t' j/ O {{ pp gg ) T " d ( ' " SCALE. 3 to - 1+ (( MNG xw e w -+4- 1 1 , i�-,-�v'+.YEwswrE uxamx % T 1 ,tea STUD e 2 /2 .0 ? i? 1'i)(S Ov� S/,4 MAXIMUM ,{4 SAD. DESIGN PRESSURE RATING a.. D CORRESPONDING A T,I ERNATIVE T ALTERNATIVE POURED OD/1CRLTE }g ; 1 ? ' ! ( i 1 _ t 1 I I 1 (I I j- I ' , �I 1 { Eda:llN) MAXIMUM A.M.,DESIGN PRESSURE RATING (12j,f j AND = {IL•—��. AND j' '. tJ4`ar uul¢HE OR CONCRETE ; ' 1 I f ! , ; 11 - MAXIMUM PANEL LENGTH ",L° SCHEDULE {, v6' Lt I_ / w! sPEEDt�1s 6i0Cw WALL [ 1 _ i'( lf.SeY��S, 0A) (SEE• Tp s t: 1fa" OC ' k - ,- RECLINED I N 1 I .' - - - n11w rAFac nwv Tn c 1 BET. t/14) - - /4, 2/4, 2AI'A. 3/4 OR 4 4 1, 2 E6iDtiil�3 ADD � UFc care SrPax4 F 1 / ec jtw/t6 t, 2' & lwjis 1hISTALLATIQPIS (%�T.,C}_-CC}NC$QE.._!�.G!1NCRETE ,�.�? . _ .�.�if�`TURES SYSTEM oN sREE-T i3)' ; E � ALTERNATE LOCATION AMMMIMAN Asa OESNFi V», P4¢l IS]1Cne Aoi Y'PMeroi, PAwa I SCE sC+fEDMLE LIFE SAFETY PANEL t_.. 6 M> A I�1.iL'?._!aA1}...-tt',k1!L(i.. "a�.: Mac I9f__$9IIDM..9`1:...E.a�.--.'•-..3.1�'Z. ' pnEasulE a�Mw t• (n.I- ON` p r, 6t s AREA WJMa RIFT: SAFETY PANEL$ LOCATION CST LIFE (SEE NOTE I%LGW) rw.} (ffEE EE m afA1G emsRTtti¢ _.. SEPARATMR ION ON 6 EET t • ... I ' Ca.At «. _.. , i.e. RED1tLAR' PMIELS Wf OR ___ .-.--'>n. SAFETY FAFLEl '-"'' M+XINUM A.S.D. 1MCOH GF TrP,•ORW dtk-lk PNSilR7E FEMME ID 'PIAEY,NAt€ FL,DS APPLICABi-E TD *Sn,R -'1Z.¢ 6•-a' s 5/+' f.Y�.AEa Y 10 GSAiS, •. +. f.-_ E I r .0 W/0 REG113PF TRACKS ( MOTE I - DESIGN TD to to TD § '0 - am. f A Mwitio, PAS 1 pp EO, j "'"_. .,, :,.-, rING R 7II T4 i4 TO TO SIMILE•.S ' w rXWBIKAIAN LEitOM i" [L) i I SOj pp HEtaW LAST PANEL 1 TD BE INSTALLED A$ •.+S:ME C6NLRETE CONCRETE CONCRETE CDV-W1E. SC'ONCRETE i 1 E ji i" DONCit±: iE ANCHORS { . „-• ALt Old 9A8 ) iKJRWEA� PWJLREARNNANOlf FRLTRBi .A.1. BLOCK BLOC% EiDCfi 01CGN BLOCK Of nNEN IlEE vi ANCHOR R A VIOINGS Nib MIN&UN E-EGE 06TANCE ARE INOYNTO 0`�,1 OTFRAW HI5 �tL IL - e i d I I� Eal E� ; OP I ,{ (SEE MEDIAE ON -" , qW�DE O ON 1 OR F SAFETY 5{R GDHcaE,E G ems+ a st=nM ED, , -„ _a -. y St@EI ) PWn£D CONCRETE-- (s. coNolnaN7 -. - - - TO FACa1TATE INSTA7.LAYi(7N R INFENOED 6 N/A N/A N/A 8 N/A 8' N/A 6 JA t & ? (TOP) ED it#S THAN PRACRTEO ON SE21EO7AE tLEpIPCE ANCHOR SPACING BY IA27BN,tW SPAtuN0 i G¢M. 4EDUpH� CONCRETE YIC>,OaS ._ TO BE R6ULLM 00 REMOVED FROM INSIDE I gg ''. 1 1 +'- 55•D. 72.D 5'-a' 4R LESS RE DUC W4 iCHIDULE A ME LNG FACT FACTORS- FOB THIS CaHRA7�N ro PDRTBtE. '-- , S Ea • N � � OF SIRUCT7lAE. - B` J' B 9• 9' B' B' 9• §' I 9' , (BOTTOM) (SEE SCRE l.E Gx . D 6• N BfoKATEO FOR EACH N4CFIOli TYPE AT ANCt1OR5 LEGf1SI. PEBtRa•O SPAftxG 08TAv1W USING FACTOR SMALL iKPr �.' 1E55 i11A+1 4A'NIMStM SPAri+� SHEET laY .. ELEVATION /A N/A I N/A S. N/A 6` N/A 6` N/A 7 a 2 (TOP) WALL ANO FLOOR �iOUNT}NG iNSTALIACION srxE 3/`F, +Sao -is.o s'-c TO 7_6 6' 5• 9° 6' 4` 7 7/2` 9• 9' 9` 9" 1 (80T70M) A6K"TYPE V4`a 1/Si 1/4 TJ4'« f-. } 1 Pulr i { ^ AI'RLMYE p_ _-.... 1 11 ' dj kbMEO ,.. .. NCO' �Op .�. 1 w 1 ♦ 6' N/A N/A N/A 6' N/A 6" NJA 6+ NJA 7 @e a (TOP) TAI c"Al -uaPMei SLR-ii 5: . , f ! -.� F�TION 1 SCALE: va- - i- SECTION 2 SCALE: 3J87 - I' r yq+ M,>',i av' If4F.a.P .. � :_.. .65 ❑ -72.0 >7'-6" TD. 6._6". he. NgAnR sPACAw (Lai 5 5 A 5 x ttlr I e ... c 3 M PANEL CAN . s AS AN END i z. ' h I ; ALTERNATIVE 3 ALTERNATIVE 4 U CU i LIFE SSJE'rY STORM PANEL. CAA) BE LOCATED As AN END PANEL (FIRST OR LAST PANEL) 3 3 3 1/4 3 ,/t + •� .- I , i $ f cpm. OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). 1 =1= PA140.5 6 {KTEt1xAE Lf4C4i0w ItOFIVL' ( FWlJNR T 4 i 7A0 SCREWS a 5. O.0 W `If2C/ /LIFE SAFETY PANEL MAY OR MAY NOT BE INSTALLED ADJACENT TO REGUsAR PANELS T EAa P:NiELS 2- CI"DU�'_s 2 : a)W! F`DQj•_M ON{LL[gYt4.i nt �Tfabl W= F p, 6 3 ti2`__ _ _ E REQy1MN'O f " - r - r (WJ OR W/D REGl1uA TRACKS.) SEE NOTE r) _ _ _ i_'t? _ __.... E Mtn. THREA4LD PE1f1PAtaH OR _ .._ . . _ __ _. I t,/'ivw/e• LONG MEVbs 81r5,UHG WJ Ma1NUN LSO, i (sea a s/a' Mi. faro TOP a Nei FASC r (SILO a r Ma " M w OF MQUO APPLICABLE TO - , 4-4I ab 2• S.S. Ms, 6 5- De OR T ?- LIFE SAFETY Sift PANQ CONSl5T5 OF 0.039' GALVANIZED SYEEL STORM PANEL AS SECTION B-B DESIGN TAPCON SECTIONS It a MAXIMUM PANEL ..... ._2FF m -1m ---- - a' _ -- 1/4•.-M PNIELMTE FEMN-E A 9s. &URNATIVE WOOD FRAME CONDI.(,IONS & ANCHOR LQ9910N5 PER COMPONENT Tt SHEET 2 OF DRAWING. PINSWRE _ _ kNY COVI RNATIOLENGTH "L• (ft.) N "LlIt unlurr - 5 �tr TH L c(j IS IF Iv+ifc Z i M SCALE 3J32`-7' ro To .._ m SGAML 5/e' - 1• W THIS PANEL ALLOWS•ITSFIF TO BE REMaVEO OR INSTALLED FROM THE Y151DE OF RA73iO A:t,,. 06 THETA Ny �% TILE/.. - ,.� PLATE STRUCTURE. 3, uFE SAfEt'Y• PAN REOUtRES OF TRACK TO BE C01.1PDNEMW BOTTOM TRACK TO Xa4a1LULULT 44l7Ilr4tf ta9.a -6L.5 3° ;^ a Y/a` 4 1J2' 2 (BOTTOM) 7'-6" OR LESS 4a`v•' ✓ �+ FK'i1E SMnTER TRACKS NDT �tNilrt 'aii MAW, • R LCIr hr +52dM.-56.0 r 3° 4` z (9DTT3M) 7-V OR LESS 4 �y4 1GEN� '". z W MOUNTING IIN{STALLATION ,�Y'�1�LITIL41t`"ay BE cGMPONE(��7iM�AjL�,As PER SHEET 2 OF THIS DRAWING: y4'O, L' , MF )(^ y---. -"'•""""t-"""' =•' ND. �.A,I `_ " AL ERNATIV%.. 1 W S` EN' "•" I k W 200N iHYS SHEET, AS 7aaiA INSTALLED ORFLOORMOUNTED F4(,LAWiaC sECTo01Vs , .k .A`+al:•t LENS ''• -t`us0 -720 2 1J2+ 2 i/'a`. 4` 3 ifal z (BOTTOM) 7•_6.• OR LESS _ .. i`. \C Ise 2 ON �.S . `w\ E "`•• `S -t .. i.'k BFJMLL 3/8' -. IT �, - .. FLORIDA. BUILDING CODE (High Velocity Hu cons Zone +SS,a -72D 2 t/a° : a LJ2" NJA . N/A 2 (801170 } a'•-6" xo a'-v" I# E♦ FLORIDA BUILDING CODE Nigh. Velocity Nurricome Zang i J FLORIDA BUILDING CEDE (High yatobH. Nurrraona Zone 4- Mir,, LENGTH FOR COMPONENT 4D I$ 15 z` -. Ma=- ANCHOR SPACING FOR COMPah'ENS ®ANCHORAGE AT BOTTOM SS GIVEN ON ' D' : * 5 ezt7m Oulto, .+G +Sa.D -7a.D N/A N/A $' 3' 2 (BOTTOM) i'-6' TO d'_E.• 5 E4a ¢:Sea ti1£C0. ice. Nfl. - SCHEDULES 1 ! a. SHEET M4. o - -. - _. -.- Ev. 'z a2bw TaT€w, nrc, GE GALVANIZED STEEL STORM PANEL Fr' : * ;� y IQ GAGE GALVANIZED STEEL STORK PANEL. C%,� •.!EIORiOh.•'' ZO GAGE GALVANIZED 51if1 STORM PANEL DRAW++: h . 4 = 20 GAGE COMPONENT ID MAY BE PERMANENT OR REMOVABLE. ? QP- t 11. - *___._ it .. i --..._ Z ONL R. >. SEE DETAILS FL1iM INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. A ' A i� � f OFn5t2D:G A>y LFS y�' . ®'-�2. r bT/aa/aOiB S. INSTALLATIONS5,E AND PAWLS FOR TH UP45 WIRi AS. D. OCS:GN L[pt*}> ',Fs F4 �•�-�--. O7/y/2VjO P : gw i �wy GLOBAL PROTECTION FROOUCTSF LLC. N E !.r "-- "�_ �1 ` GLOBAL PROTECTION PRODUCTS, I.I.C. �. .ss:,-Ti-7?.D R. A ro PA a s raoTw m TD a -e . '. °9' .. Ff #(i4 z` �- -`* �_ ���yyy GLOBAL PROTECTION PRODUCTS, LLC. .(� OR / I<iL L4VINc. ` q� 1LIE C0 iiw. 0. +. �.c - r" i I14 daE .,� rC•C••.. ! t s.w. 51 sIRFE1 y / �+'���_. ♦ebb 3w. 5, STREET Z FOR NEW WOW FRAME COk%M 1Y`itPk WOOD MEMBERS TO BE S0,94SRN . (E` +aaD s.w 6, STREET Z 6 SEE SHEET 4 FOP, DETAIL APPLCABLE TO THE NECESSFTI FOR THE INSTALLATION CF '/ �`:$ n �' / - TILUT TY'STI1it R, EMOI IMe CO/IP•F�i ' IWWE. ML. 373I< A''` •�1 i s {yyR liSlTxe t ENODM[r16Nn OaA+PA1Pf ONO- n. 3014 PRT:• No. $ Wf SPECRC OENSnY D€ b.55 �t MODAL- r r`SS� ,fy�_ �'l ` TMLL1r tunMD a EtM1HEY'R,wa. COMPANY IX, S, It iSTRE 1, L iN AL aid. b_ _ sm. ¢viola n a] 11gek'_ (bbi)68v-7545, FAX: DIS 011!i-a7Y1 20-176 J !" w. aoR: ro• AN. x., vwmew. u,1m¢e, n N'M PuiAi€: (asA)aea-iai.k TAR; (e°.dAl9v_5797 20-176 AFI 44! N.w aq, a a,s :wR vWbivr• wiagA n v+w P1Kw.. 4041 -Ta♦5. FW (a54 -B7v7 2D-176 SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. - eUfi a11' € ro.., . tz v4 n,_.pm r., (aodf wn-,a» nw. Carol n.-.ms M+ r INaS m-w, - -_... IJINN.. YIUU„ d a' rr., : Wp-n,-,aw r« . fa1D r+l-1v+ FIFTY 1N ••-•.— CA-QOD61tb ,Mw ,7-raM am Rxw s,aaevi, NW E.3MNNi nv. - ci-DDWIO �•'.^-.^"^��. M,: rA Mw» Coewwl aq b.,a aA4l® 004 PRAwiNO N¢ W-D"AEJFS mar aM.r iRF GRANNIE Hm: PL SUM,(slbRAn JBAR .&O A iliar• J,, PC r„_ _ _ P:E, SLdk/OL 1MiNJL`APE *;ALTER A %Lff ".. P.E r a&.].ra a _ _ PE.. SM/S16MTi1PEJB4iE WALTEA A /ILLfi -0+. P.c. a OD iY. as o - �J -. - a<5 7 - - a - _ staa,T YE OF ?a ^_•„•11419a _ a _ iHE$f to Of i6 A4'ei� - ♦ sNCE4 Id OI 2+4 ^ SHEET NO. 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Ric rp- 501ONXI: "a Alit"a Smua BY ----- , - i : E 20 WE GALVANIZED MMTK"4 SAACB4 SHOWN 04 SOIOX&L Aftell -fvm 1 -0% A 9:E STILL STORftM �PANIEL_ � __ _ ORMW , ___�_ BY THE FOLUMAIRB tACTOft TO - -,P.� -� . ,- I -ir-T— 4 r7OUCTS, LLC. ", 1111RD - -- �U-/-=- VAORP - -1-1-1.11 -I,--.,- --l-I , e� � � - r CADUTION ID RE Mrse'r $10 --- I Iff r !k0,:,-- 0m " - ,--,> - — GLOBAL PROTECTION PRODUCTS, LLC. 0 vev- � PICABBILSIAP FACM SOALL MIT - - - ","", '. --� I - 11 - - 11----1-1 - LTI L ;;��� Aaw �. S, SWAIn BE LESS RON WOMAN SFANIQ *IDSAM -- ��Ia-- - - =MCO..., - ,; _ r - -'Ni -��W--� ", NAL , r, =1. 1 ----- -� � ---- --I,--,- �,--- - - -- - - , 10"Nioll 4 d, rm� N64101"Im 20 176 - -� WNNY= - [!!===!�� N� ".m. I 'j— , II -CAVI.I.-_. , 4 1R -- - - - , -0*44 A., -;x -wv-w� �x I , VA-000fin i !E -i 1-1 -11 I I I 1-1 I 11- I I F-2waw��- ������������ t C-Z HARD SPORM 11*114 ON THS PRODUCT EVALUATION DOCUMENT 'P,EEI,) HAS VET',I YSBIFTED MO COMPUVACE IN 13�1) MINWOM EMBEDMENT QF TAFCON ANCOORS AND PANELMATE fTAW-E 10 4, FAHUMATF PLUS INTO CONCREM ACCORDANCE WHITI THE "O"01. EDIT10k) Of THE FLORIDA WILDING CODE, SLOCK SHALL BE i 1/4- 1 Of=N WIND LOADS SHALL BE DETERMINED AS PER SECTOR i820 OF THE Al(hrt MENTIONM 4,00cv &2) BRANUM EMSEDMIENT OF II-N, x 7/8' CALK-04 ANCAM cost SHALL OF 15 ?/B- INITO CON - FOR A WHO SKED AS , - 1-,Dcr*K TrIESE SHUTTERS WILL K INSTALLED NO 11,10"ENY INTO ANY TM44 MATUHAL WALL BE PERIMITTIED, ' R 1(1-ff) FOR A DRECTIONALRY FAX%0-0Wa5N51SX ASCE 7-11MM SHALL NOT EXCEED T14E MAVOLIV 1/+� ii-XV SS SIDEWALK BOLTS USED SHALL IIE LOINC; V46WNCSHOULD MV rMWI MATEIBAI EMT) 70 MICH PRESSURE PATHOS INDICATED oil SHEETS 25 A SO. ENCASE 3/4, INTO ANCHORS. IN ORDER TO VERITY THE ASOW CIONDITTOM� ULTIMAIt DESION WIND LOADS DETERMINED PER ASCIE 7-tg SHALL K FRIS' RU=ED TO A��Lt DES" WIND LEADS BY MQUIPOINO THEW By DA IN ORDER TO S.31 IN CASE RIAT PRECAST STONE, OP PRECAST CONCRETE PANELS SE FOU14D ON THE ESSUNG VIALL TO COMPARE THESE W1 MAX. (k5b) DESCH PRESr4VRt RAM"M INDICA'TED ON $RUM �$ & 26� ANCHORS SHALL, BE LONG ENITLIGH TO REACH IMF MINN STRLICTURF BEHIND SLA,'O PAM!$. ANCOMAOF S--%U- BE AS MOMONED IN 811) AT* IF, a1z). IN 09M TO VERIFY TNATI COMPONENTS AND ANCHORS ON THIS P,CM AS TESTED WM NAXT "R STIESSFD� A = TIACREA&F IN ALLOWABLE SIR= FOR WIND JMOS WAS hM USED IN THEM ANALYSPS, TIASIENMS SPACING TO WOW HAS 9JUDI � CIS SHAM BE "ISTALLED FOLLOWING ALL OF TNE RECOMMENDATIONS AND SPELWIC 110t OF - MIUMMED IN ACCOARIANOt VITH XDS ,, - (Cl ANCHORS .A 4S ,HE MCHOws STOW PANP:S ADEQUACY FOR IMPACT AND FATRALIC RMSIANCr HAS DELIA VERTFIEED 0, ACCORDANCC, WITH SECTION 1825 Or MARMACTUREIL i THE ASOVE MENTIONED CODE AS PER "FRESIVATON TESTING LkSONATORTY. INC, ,"flr j 20132, AS PROTOCOL.- 10-201, 11 T SHALL BE THE RIESPONSIBILAY OF THE CONTRACTOR TO VERIFY THE SWIMNESS OF THE Stlh,'CIURt WHERE SHUVER TAS-202 AND ITAS-903� IS TO BE ATTACHED TO 0IISURE PROPER ANCHOPArf, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCAM, BLOCK 2. MIS SYSTEM WS am OESvSNm To BE INSTALLED ON THE QDIMOE or THE OPPOIC ACCESSIN5 INE OPENIND FROM THE OR woo FRAME BUILDINGS. INSIDE W/O THE jSF OF A LADDER OR LIM THIS APPL)VOTON IS VAUD WHEN INSTAUATION IS INOLNDW TO at PERFORMED lt�r THE INSTALLATION CONTRACTOR IS To SEAL/Mjj� ALL SHUTTER COMPONENT MGES WHICH REAWN IN CONTINUCLIS, FROM THE �NSWA OF STRUcITME, CONTACT YNT4 THE MILLARD 10 PREVIEW WWO/FLVN INTRILISICH. CAULk AIRD qL'k oHv)Tep� TRACks AtI. AROUND Fu-,, I SERIES 1000 WIAUXION IS APPLICABLE I'D SINCIS 940 WOEILE ROND STYLE WINDOWS Wilthl INSTALIATION fS REOVIRSID 10 BE LENGTH, PERFORMED FROM THE INSIDE Or STFUNCTURE, t3 STORM PANEL INSLALLAMON In4ALL COMPLY WiIN SPECS INDICATED IN T14LS DRAWING rtLIS WHY WILDING, AND '1010NO REGLILATIONS PROVIDED BY THE JURISIMPION WHERE PVWMIT`tS APPLIED ro� 4. SERSS 200 NSTALLATION IS AWLICABLE 10 SINGLE AND ObUISLE HUW AND 4ORIZONFAI SUDERS STYLE WINDOWS WHEN INSTALLATION 15 REPAIRED TO Or PORMABIED ROM THE INSIDE OF 3TROMPt 14 ATRIUM WINDOWS AND DOORS� M� E - Z RAW, STORM PANEL SYSTEM� I$ Pwmqt Pam", 1 & ALL AULIMIA&V EXTRUSC46 TO BE ACIII-IS ALLOY AND TiEvIPER, (UNLESS 9RJERAPSC NOTEGI) 15. (A) THIS PINDOLICT EVALLAtION PREPARM BY THIS ENCINEER a DEMME AND DOES NOT PROARTC MITIWQIPE&Vi�t � INFORMATION RAT A SITE WHERE THE SITE CONDITIONS O"Tf ROM THE P-co, 0, A" ALUMA SWEET VET4 LISED AT ej-�LLAT:S S,4ALj H#VL 31OS-"14 ALLOY, lo (b) CO~0R I M MPONSMILE FOR THE SELECTION PVRCHAt5E AND MMIAUCIN RAICLVDINO UP-, SAM-,Y OF I � ALL VIED, SHEET METAL PANELS SIIAL�1. 'AYE STRUCTUSAIL 706UTY STEE', ASIR A-#' ,3 ZAAO, 50 MI., CAkWffZCO MEL THIS PTmQCT SASOD 04 TAS RCU PROVIDED HE/SHE DOES HOT DEVIATE RON THE 00MINPONS DETAILED ON OESIONATION W/$'y- !I&A A. (AFTER ROLLED), 041S 00OIJUIENT CONSTRUCRON SAFETY AT, SITE IS 71-1E inONTRACTCAFS RIESPONSisum If, ALL SCREWS 10 BEE STMNILESS STFFL 304 OR 316 ,NS4 SF%FS OR CQFROSADN RESISTANT COWISE CAgWNSTEri, AS PEN ON W THIS PRODUCT EVALUATION DOCUMENT *A1 RE WNSIVERED 5NVAIJ0 rf MODIFTED, I 3OOTS W1 SD * YIELD MENGTH AND SO W, 1ERBILE STRENGTH & SHALL COMPLY W/ FLORIDA StADNa ICODE SECTION 241 1--3.4 RQ $RE SPECWC PROJECTS -.4AUL RE PREPARED BY A FLORIDA RCBST,J,RCD ENCRASER 09 AJTCHTTEC�T WMICH WILL I 4, BOLTS TO BE ASIM A-30)'CALVANCTEC VIU,1- OR AIR 304 SERIES STAINLESS SITEL VATH, 36 W MINIMUM YIELD STRENGTH, BECOME THE M61NEER OF RECORD tt.0,k) MR THE PROJECT AND WHO WILL Be AeSPONSIStE ,OR 1HE , ROPER USE OF IN FLE, . ENGINEER OF RECORO� ACRNr AS A DELIECATED ENGINEER To THt RE& SHOweEft, SN"IA� 10, ANCHORS TO WALL SHALL BE AS FOLLOWS! SUBMIT TO THIS LATTER THE 511T SPECIFIC DRAWN" MR RVOM (A�l 1QLMZ2&ATVBM,-WXZM, (a) THIS PF-D, SHALL BEAR THE DATE AND IYOCRA& SM AND SIGNATURE OF THE PROPPMONAk ENGINEER OF - qeo TAM" ANCHOS, As mANLIFAODIRLED By rt,w., uORDEA, iiiC� (Lmq� il­310Z 0,tj,) RECORD T14AT PREPARED ff - I/',' 10 X 71$* (CALX-IN MCNOK AS MMOFACPAIET) BY OWALF INC� UAN, F-3000 Hx,L) - P4-10 PANDMAYC FEMME ID a, PANDAMITE �WS ANCHORS, AS MANUrACTiMED'ef V.rO CONZITFICWN PRQOUCIS� 16, STORM PANU MANUFACTURE" LAM $HNIL BE LOCATED 014 A R-�ALTLY V;%0LZ LOCATION AT STOW PANEL IN W-Am ILYA) ACCORDANCE WITH SECTION 1702,%3 OF FLORIDA BUILDING CODE ONE LAM SHALL BE PLACED FOR EVERY QpgiqjNC� LAREUND TO COMPLY WITH SECTION 11091.2 OF THE FLORIDA SUILISNO CODE I A,I) MIMMU91 EMBEDMENT Of TAMON ANCHORS INTO POURED CONCREn SHALL RE 1 5n/4- AND 2- FOR PANEUMATC FEWE TO & PAINUMATE PUIS, A2) M041MUM 048COMM Or 1/4*0 A 7/8' MR-04 ANCHORS SHALL K IS 7/6' INTO CONCRETt No BAKOMM INM ANY FINISH No"IrMA, SMALL BE PERMITTED 1/4' 0-20 S& SOCIIVALK BOLTS USED SKAILL 13E IOM� ENOUDH(SHOULD My FIMSH MATURN, EXIST) T* ENCASE .5/4- INTO ANCHORS, ortst-INHeM, lelm A, �iQp , A --I IN CASE Y,Mi PRMAST STONE, PRECAST CONCRETE PANELS, 00 PAVERS BE MUNT . ON I-JE 03ST04 WAa OR 4�1 .,� ... 11- ^. FLOOR, WHO" 54 SE LOND ENDUOH TO AMN TkT MAJN STRUCTURE SENNO P"S, � u N �., SUCH ANCHORAOC SHAU RE AS Mf�N'DNED IN*&,') AND IN A�Z), 1 .., ,�rmv,�'--* , e % - % " , - I I I . . ISM a * No, 44167 11 -Z I -Qqu&a-aQw.Rrzj%xQ-ftu I *Z , * * -z . - 1/4' 0 TAKON ANCHM AS BVINUFACIUMED BY ITW, OUILDFIX, INC ----A--,M,�----- I I., ^ It FLORIDA BUILDING, CODE (w9h vajoc!!j Ru cano 10no) I " ?, � A=0 TLfISM W� "p, - 114- 0 X -1/r C-LA-IN ANCTIORS, AS 1AMVrACIHAM BY DIEWALT INC, frm-I'K)O 0�z.Q, � ,-1 20 GAGE GALVANIZED STEEL STORM PANEL - #i4-10 PARELMATE PEMALC 0 AND PANELAKM PLUS ANCHORS. AS MANUFACTURER BY ELCO CORMUCTION - - BRA- PROOLICTS if'.-Mli pz,t) 1�1-- --- 4 . - - - I. � �� � GLOBAL PROTECTION PRODUCTS, ac. w-1- / 111JECOINC — !a- - �/�- 1�1111- / \ Aa,ml, IxP, STIRM I � "UT T * M" - I, ", bMe. � "u" e VA AIDHC,� (WiMIN-r.5, M� (AFHANI-A"? 20-176 L- I ,F- -, -j --1w -31.2e.1-1 P� IA,/9Q0Hft/DAM CA-0005?" --Tnt-ll WALTER A, n.17 , �� * I! ��- 1!-�,-��- I NORMA Lk 9 AS161, =!L= - 19 2UAIL-1 SCALE, 112' . T` "I - � - ...... "I'll LLLLLL "I'll, I'll I— I I - I.- L . � 0 . 0 1 - , - L l m m �- --------tvIrA--w I L 11;—, 1. - � I , p-mOIN : 11�.-;P.A(41 A,.j i , I I 4 =--(D I I . A �A, I , A, -1 : ION, - I 'r - � A I I I � 'A 1 i . I - ------- I'll— t 1/-�.-v 1. � . I '-----r---v---r SEE .W'DOLE I �, w 11 ,( , Lp-a"1111111 I -f,mm Vica 25 I Il"-X414* t, vww OV.11w 1 W SMARAH - TO wm� UW ga 9 "", i EAW "qA` �j 1-1-I E A I - I,--- ---------I I tt §1 I N- I I u �, - I I I I I 11 J � - � 11'/'-� 4$, .4 '- i i :�, I . 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D M 0 > cn (D " L- -4--A 0- 1E 'Cnu L-0- -400 ca. = llll- -0 . - U) < ---- - I 1= I.- !1= I" 2 . - Z..5 It= r, cm 2. cl� a w C-4 m co �,-< = u- 0- I , ,a C= - - 9 '. C-4 :Z�: w - ,:1 2 - I- = = c� - ..:t U - 14 3: cc 3: , I " w -= - w W �- = m W Cc >', = = -." 'n =- = E 2 0 a- Ul - z ,2 z w Mi cn �4-, L. a) (1) a) = -*--a 4--a C/) :D m > 0 L- C/) 0- 0- < (D 0 c— =3 -0 m 0 L- 0- 0 a) " cf) m L. m =3 w �!-- < z z < -j 0- SHEET NO. S H 1 .2. % . e9 m ! ".41! 11117 WWI% 1,101#1*11CREJ-:1 *1WRI mJ31 1, ImfWAAW-1 1IN3ma-NI-ji;.1`m 11 XQ . 01.W1 31,jj:4�jWj4.1#-.YA1-j#,'.j%A 4010; l_j;.1twj($j;j _'M 0 � I 3jJ1%*W'jjqj 17� 1 FoED4LWM.Upw-lv�q;wl"ilq.pmvml,."I.lgpml*'-,RWM MAXIM ,7, DES.UM A.,S,jQ, ,_ - P I 'S"W ) MR, IEL FION, — 1 AP= To .56.0. -75-3 --i . -- To, - LESS � 2 9/w I I BMTFD - , 1�, Z., 3-� 11W. I I, & 31W ."o. -75,5 ­111, 01, 'C'S , , , � , I 1/1, . I , Cc- - I ., It .'W - BOLTED W/ 114-V��M- !&S,Nt9S, A WRGNMT AT OVERLAP & 4% Of PAWL LEWH 14MURED ­- OK LN - - UY4171117. W-V-A I'm 11 411I Iti t1x29*1�-V1S4m.)AJ[I 11mr-w-wnw-1 N -XK-I:4;1*.ii#,Zi,luitm'7.Viv,il)'W-Irjcoir:[.I 1-m - - -- I; - --- - I (PROJOI.I�iq;i3ii3lff�Wbi4]Zl4i;l3lf3M'j]k47b�l'.Wit�igl"ill�'I � ft��11&'ffll 21111-1.1440" MAXIMUM ksm. DESIGN mAximint; ANCHORS, smm 'm f� 0. - 3 ,/7- - 1 APPLiCUBLE 10 PRE iSURE SE"ONS I a MAXIMUM PANEL TAPCONS I CAx-. fM&-IC FEMALE W ­­ RATING A" COMBINATION LOW- 'L* I.) -m coomm TO ;� 1 To CONCRETE M I�GNC,lm To CoNcRcIr ITO QGN'Rm TO COKCWEli��ml BUICK Cp..J.� ! OF THEW 12' N/A i 11. N/A 12' 1 N/A 12- 1 N/A 1 - & 2- (TOP) it" . — , '. j 5. 4. 1� --- ----r— i 1 4' -- v 'Barrom) , WEp-rzLV92-i- +66.0, -75.3 12, -- N/A --- 7 3. 12, -- - N/A I N A ­ I - N/A i 6 1;�-: 5.1 N/A N/A a. ! --- N/A - I 4-1=/2 1. I NIA 1 12 ,/,Z" -------f -- N/A 1 4 1/2' .: If' --- N/A r (BOTTOM) 9RKE-i22L±t� 2- (80110w) --- — 3' (TOP) 70" OR LESS -- ;2' '.— ­--i�- 141A I 12" - --I' - - -- N/A -------t— ", --- I 9 1/2- ----- �-- N/A i 9 1/2- —.-r— — N/A ­L­�­­ ---- I 3� (CCDTOM) 12, N/A I 12* N/A 12" NIA 1 12- N/.A ! 4' (TOP) 12' I- 6' 12- I _ 9 1/2- 1 12- i � it" I 12, 1 : .:�-�- )1" -- 1 4� — I (BOTTOM) __j *UNITED TO 66.0 D�J. A.SO. DESIGN PRESSURE RATING A SEE SHEET 26 FOR ANCHORS TYPE & SPACAIG FOR rh!OALLATIONS INTO WOOD PRIME OLLDM .MNUM ANCHOR SPACINGS AND MMUM VOGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR Eo, U73S THAN INDICATED ON SCHEDA1 REDUCE ANCHOR 5MR40 SPACING SHOWN ON SNECIAE BY THE FOLLONM FACTORS MR MIS OPERATION TO BE PDSVSLE� REDUCED S�ACIMO OBTAINED USM PAC SHMU NOT BE LESS THAN MINUUM SPACING WPCAT90 FOR EACH MOTOR TYPE AT ANCHORS LEGM, 114'. 1/4'. 1/.*. ANWAOR TYPE �__1/4..___ TAPM 1 �� "waiw PLUS -- - - OMIT— I --;� —... I.) 3 I a - 2 "n -'Mai 60 ----�- 3 I- MP') 01.0 0.) [ LL �1111 - _L­ - a - '12 --- ­ ------ 4 OR m �MWR4 FACTOR - - -- - - -.-­­i-i1T r- — Im ----,----.. - 11w - - . -­ ............... , ,�,. ---- ­ - " ­ I - - �---- I ,w r-v`­-L..� i - I , + REQUIRES Mu. DISTANCE BETWEEN BOTTOM OF PANEL � AND Q TO BE. 1/2' 1 -jT/2, - 0 1 mo� + + REQUIRES U., DISTANCE BETWEEN BOTTOM OF FANE, AND 0 To BE: .1ps, 1, P:-I 14�1 t� Hurricane — COMPONENTS FOR REGULA& UFE SAFETY & E-Z HANG SIQRM PANEL SYSTEM5 (SCALE 1/2=1') - - - --- - - --- I � - 11 ­ ­15.12V (TOTAL WIDTH) - - - - — - - -- - - - 2.187,-- - � - ­­ - - ­ -­ - ,- - - . - 12SOo- (EFFECTIVE WIDTH) - - - -- -- - - --------.- � F --- v- I-- ­103� ; - .7501 - W. ,� 160, "/ � 11L I , 6 v., (TYP-) ---- - �, I , iso, r- - I , To AwLE a 6 q., 1 -314! .,25 i '2SO* .I ar,-, -, M86* CC - - Ijio, .- �- 1.350* - I I - .- OR 0 V?�R�/,2RSM� Soo ,'�-,� 1.3150' -, � ; '. 1.5,00, - I a-' i 1 1 t -;HO . � IMAY BE � " I 1 I " ­ - ­ - " I - I" I " � I . ­ 1� - I F- -- - ' -'� � ; � "' ..'O " =ow ��, ��"".=.111 1), I h ­s I" . I 250, 0,024' AN. IKCK 11 I I 1 3.375" - 4-11 " I J.-I � 11 Fl�­ 4- MNLVANIZ O STEEL G84' 'Ew�'. � , EDGE ASTMEASS3 TYPI I 11 ,'�111 . . .004, - SIX Lf�-- �:�7" 4- - DEW I I , , GRACE So MINIMUM 2i .1 - I.Ow , 2,12�, C-60 CALY. mc, ­ -A- "Em"', - I ­j DETAIL A I ,, �084, L- , ,0.--J -125" ; I I 41T -- ----- I - - - -- - - + - --I I Z75, --i-,Yp,� (TYP ) � - i (j) STORM PANEL -, -- . - . . .... -1.3%, - DETIU A - � PANELS SNq1 BE INSTALLED ALWAYS - 2­,u, - - -I FROM LEFT TO RIGHT W/ 1/2* LEG (�) 'H" HEADER AT END AT LEFT SIDE OF PANEL (�) X (�) ANGLE WIIH 510 I -IRACK -- � . , � - - TYP. 70P EDGE 0.024' (MiIIJ OF PANEL I PIAIRS END b!P 1��- -,-,, I ,- I I GALVANIZED STEEL � �, ,­­­ 37S- � ..;270, 7 7 -, 1:_1 I I W1 NEWMED Foot. I , �f , PAREL � � . ,, . ,," -- -- �­Ow . I . /// -, ,, - - 1�� - - I � I lr,zz.�,, - ­ , - 1 133' 0.270* , � 1. I - I --'-- - I .- f -- /, �11 I ( I ,-< - .� , ­- ,,�� J., - ­e0o* - , /-, '-� " - 0.625�r� . .7,5-j , I ILL41t, 012w-o -I- - -- ,- , -- J, r��_,� ,,,I I I i I I "I , . -6,25D-1-< �=:_Z-;,� I , 1� � 1 11 I ) I ­ --I -- I - - 2S91* - 1.'4' HEMMEP� � , , " mo, � -� , -- , :11 ��- - !.� , f�'�, PAWL \'�2 Cj�j OR @0 I - 2.250, -1 I/rI, � I fl, � � �­ I 11 i I 11.,� ISOMURIC DETALA 1�' " 27u, - "' 11 YIEW � I ii� - � I I Ao-i ROUNDED CORNER 0 ENDS OF PANEL'S 45i ­ ­ - 11 1.11 F� J­ ! I - mit, .am* I � �-21W - END OF W/ HEMMED EDGE. , � &.--fil"s" -�2f� (w r S) 375" 1.�, - rep. BOTTOM AUAA i 1 1 I.. 11 2-500' I � EDDE OF PAKEL 3750, ow .. m (�),KEY HOLE WMHER 072' � (TYP-) 105-SIS4 ALUM, ALLOY (�) KEY HOLE AT PAN - -- - -4 , "I", - i 2 I I 2., El I '$I i I. IF sma 6 FOR ODIPONA, --- A ". -.750, - - . LIMITATIONS IF SLEEVE LENGTH IS I r. I __ 125, t, -1 ONLi` YAW FOR IWALLA - Ono 1 I I I I I... I A- � ,. (�) SLEEW 2 1/8 I I i 'ITI, ­�- WOOD srRuCTWRIS - MAX, LENEH � I I �?,' 'I - - I J 1 2,000, - , ,ou. , - - '93 1 i 3 750' �, I 1 1 i ! m, 2.ow 4 .-- I - - .2 548' - -- t. 118 1 'IYP � - CD ­,- '.03 - — 1 .750- .25W- , L::� i (�) REY, -h- HEADER (�) *U' HEADER I 4. I C-) I - - - 1, MIN TO 5, M. ---- - -- . - 2.000, -, (g SLEM 1* MAX, -�- I MGM I @ AN= WOUM', 101 -J- TRAC 9 EAWA-HANM �74' -- - 1 3,000' 38�,-­ 6061-rd AL40Y "'07 r 0 ,I X"ADE1 _ " , , . !�Z;7!., I L ..2-" , I -; - - - ­1 ­ - � � - , �� , .\ iUSE ONLY FOR E-Z HANG STORM PANEL. � T- - -i" � I- I B- I - �. -- I ----I, - .-I.1111 ;��Ffjt� . . , MIN,, [.,n S-FSTEM) 6W-TO ALUM. ALLOY :: .47.�- � p - - I-275� .0827-, , .f . - ­, _ z - - . ' - - =��� I Zone) Io " I - , I 0 � : No. 44157 1 1 FLORIDA BUILDING CODE (Non High Velocity HU cant I 5; I 4.12 ,�. V - - - , . rq -- % 123' F-IAI " .,N�'@ � I = " ; Tr � . o ruma, - FA I -1-t '1� - Z I, j[tZ=Z===-­-,===,o I .., I GGIF' 11 ��. - F , . -, � A— I— " , , ., . z 7.4 GAGE GALVANIZED STEEL STORM PANEL I oveR IN 41.�') t � TE OP f 1, (IYP) 050, . - -- t I ,---- - - SEr SECTIONS - - _! _ .2M' .e -I- L- 2.000* - , 1%, MIN I -,. GLOBAL PROTECTION PRODUCTS, U.C.1 0 .. ­ L I- 4 ,ROQ SM. 51 swar �� 104' � TILLY YOUTINe ft ENGINIMURINa -MPANT Nw, n. n3, Im � AL t� ___ _ � -175 ,;� ­%T, PKI� (_)eW_,50. &,WiP.am 20 �� .;:_ _ ­ _ 1A.. I _fe.r .- (�� BUILD -OUT "C (!�) 191W-OUT 'E' TRACK (�� & (�� MHERED WINGNUT I "I ­ - - "-000111 TRACK A14GLE (ZAMAL 3 ALLOY) . PC Sm,MGMTLAF� *=- X, .� FF , "161 t'! ! IMUEET 2 NIS .. I I ­­----- — I ----------,.------ INSTALLATION DETAILS FOR REGULAR PANEL d) INTO PORED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE ANCHORS LOCATI N CONCRETE ANCHORS ­�SFE SCHEDULE ON EXISTING POURED CONCRETE (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CONCRETE CLOCK - 9 YH OR CONCRETE SHEETS ROUGH 101 -1 REOURED. , B, OCK REQUIRED. ft % _5�TE NA - ------ fl).� , , , Q -I- ANCI ­ ,�A , R 0 It LEG HORS EXISTING P � 1�, � _ A' N at. ��`,.�--�.. , I ORUER21IREb- CONCRETE 7'��, �� (IL I. .'�­ SHEME,Tms 9 THMR�Omr� ---- - , `< ­1�411" � C2,' , 1, , "", �­­ M 11 ­- --- I f �* ­ ­1� - - - ; 0 � — - — � �.- I T W 0 - - - . ! F - --�q= I I ��. ii/4 '' . , , , samt, DA ­ - - - - - - . ­ -, �. , - , ,­,,� "I'll, , - I 1/4' ,­­'. I Ij,�,NPV ", ..S. W/ - I . -- I - - ­, - ­­ , - � - - I-T-Ma� . -... CONCRETE ANCHORS -�,�,,,,,�, 9 ,7 'A' ,C MA0L - I -I - - I I , I I J�-,`,,"� (SEE SCHEDULE ON ��� �", I I � SHIM 9 THROUGH 10) , 1) 1-' - /t,-ZNI- I 0, � I I ti Ilr --w ­­ ­ -- -- - - ,,, , � I I I , , I I "I , KEN` NOL. , ,I, 11 `� �, - r I (A)- i -- ,e . ,/A' 0-c , ,� I - v M.A. ,�­, .� - " , �, 11 ­,i�� I : , , , , I 11 I I I � � .1� " PANEL LENGTH .1 ., j � , I 0 � (SET SCHEDULE zr� ; - �ri-!, ��z i �(,) --- C ON Mw ? fs) ; wh`� I I I ��,-�Il I �) FOR CE4 � SEPARAION j - 0 . 11 I t & SCHEDULE I .. ,;�; 10 GLASS, I If, "', aLapl I ON SHEETS 121w , ­ a a! � - ,�,A - I ( I " 9 & 9 � - IT cn� Pat swa , LAS - SEE SCHEDULE ... "'o I I " 1 A." r� I ON SHUT 3) 11 I ,UdAN ,mm r-In I/ 'Ii , , , SPACIPO ON � . , A, W�� I I � � %, M­ I , ..i L A- I I 1 -4 I I , , , w FOR mw Mot. � PANEL L v- ��, LENGTH 4, ,. , . �- , , UNVH OAA r-C I 0 1 11 � 1 �SEE SCHEDUIX r ,% ,� ==-In PANEL ; -, - 1, I . , I - I .ENCTH "" -` I I (SEE SCIHEOUL, EX M-AO_ i -1 - I I � � IAF� =11" i " " " r,,-�( 'I SEPARATI I 4� , -t - ­- -- ON SHEET 3) 11 I ". - I I , I CLASS N I TO T . , I � GLAS " I ,I -- - . ­ --- --- I 0 I I - - - - ­ z � - ­ - - -- ----.-I--- ­­ SEE SCHEOUUE -- -- -- 11 ------A - -- - - , -, -C f- V� T 1 : IT I SOX F ; 56M 1 -- -- ­ ii� 11 ON SHEET 3) i I — I a I OF 'L ��l �".­ - I, 'C ! � ­J-,� 4.`� �7-1�,--_', - 1 9" I MAX ­,� � ­ / C�) �C4) I I , ��,4­­`,::, , -, : ii - .�.,� 7= [ ,I 13 E'D E, D Of 'L I - 10 IZ I/T D.C. �.,�,,--. � �t!­ —L - -- - I I =TH MAX I I i I ,:�3` . '12. . ! 11 , � �-��,-��� — I � i ,if I , k � I ! ( 6 , M � , - ------- 11 m�� --- I I " -`� .1 CONCRETE ANCHORS ,�� ,. -, ,,,. � f '. CONCRETE ANCHORS �­, � J, I I .! ': � . . I I . I , - ­;� �,,� I� I I �­T�­-­' �1' �,:`­­, (SEE SCM-quu- o" � :: -­ EXISFIN-G P ,. � -,. . -1 , ­ 4 --I I I OURED ­ ­1111 - �� 1 - (SEE SCHEDULE ON 1, %-L", 4;A ,f� 1�544 CONCRETE ­��­� ­�,��., -�,-,� S ,MEETS 9 THROUGH To) ,�' ,,,, go 2 $ /0 ON , ­, ­ -'­­,:' � ­­ - � .... .. � S-EETI 9 MROU�H I 0) - � � - L G MAX. ALUMINUM I I I . EDGE OF WALL OR SLAB M REQUIRED �.I�, ,?���',,� SPACERS 0 h 1/4 -- 11 � - OX� VALID FOR , (ALT. CONDITION) ­ . �11 ALL MISH LOADS AND PANEL I ." ";%, ­ gisTINO POURED CONCRETE T . "I ,( , # CONC EXISTING POURED CONCRETE LENGTHS MR S44 E 3. , , RETE BLOCK OR CONCRETE BUDOR - CONCRETE mul ANCHORS— I, ,;;;; , R RED. REQUIRED. - LONG ALUMINUM SPACERS 0 -'\ SCHEDULE 014 - -, ­ CD. --- � - (SEE " -1 � -#A, I* mAx'- 0 C. (SEE TABLE #1 ON 12 1/2 _, SH EETS 9 THROUGH 10) SHEETS !I IV 10) CEILING A NTING WALL MQUON2 ",""I'll", ---------- "I'll", ------ - -- � I W/s ERS jj) OR 1 1112--R�� mlo� I C ,iEG11 J�" A SCALE 3/s." SCALE 3/8-1- SCM­E,3/s-I* I 1111111" .... T'11111111 - 14;;'% ,P',P�0 - -, - -, - I ,P',,�k - - . - .,,�', \r . ,EN,Te`-.. % ,,:�*�-'�, , . . FLORIDA BUILDING CODE (Non High Velocity HUT Icon* ZOne)j ;� � z . o. 44167 *� �- tow. RLTEW. -1 r.Jt- = . 24 CAM GALVANIZED STEEL STORM PANEL DRANN 8`1 = , , * , - I . �, 11 A qf-uQTiQ&1; = , III.= Ol/V/202 EJD. -, EDGE DISTANCE -'� I I L I E C 0 . .. - \ GLOBAL PROTECTION PRODUCTS, LLC. DIff; SEE SCHEOULEr ON Top & BOTTOM MOUNTINGS CAN BE z I.. 'i, STREET SHEETS 9 & ID) TIWT ITS"No A, 0"WERING 0 AMY 0"" "L. 3m 4 COMBINED IN ANY WAY TO SUIT ANY � - --�­ 20-175 MICAL "),500-751,I!, pAk., (ml)"9­4717 INSTALLATION. - - — " ­00"I's -.1 — I - I— ­Oxm`m ft -- - -,---,- ,-- ", -T 'm 1:j:d - � . WmAd . L--------- mi�uklg omil- � =1 or 14 _ - ­- � ­-­---- -- - ---,-,N,-L 1 1 - I INSIA -LATION DETAILS FOR SERIES 2000 & 1000 E-Z HAUQ SIQRM ±ANEL-J) INTO EXISTING WQOD STRQf,j.VRES -7 ;t � 11� - ­."'.1 �/." Lkn a a- Ox W/ I . 0 -- - - - - ,� - it I - . POIFAMT) ADNEMAM . i , i � F, ­ , - - ---- 2'­- 0100 - ­� � ­­ I - FC1/2 ­ =- " 11 EXMWG WOW HEADED , y I - MOUIRED V. SCR m, 6' 0 t W/ /�'. Uic KKWS 6 6' 0,� W1 I - z � � , � p 'O LAC a - ­ ­ - � 1 1/2* Me, THRMFO PENEIPATIOn ,� ­ � - � ,/7. - THREAD -1 --:< il: HPDER I --T-­- �! - S. - - - -T I 1-111, on CH OcCE zz� t -, " ED PME-1-10,I - -- -IO F.w1m WOW � F, n, EXvITiou WCOCT HEADER, - . . -� � /�,, - - I � ­04 ct�t, #,­ -�, , - !� � --T---��'� 1 j : j� I I 11 1 �j 1/9�.- a EA mr, G,(j) , I M$ , � - .� I � - I - -1 , � -­04 C-t J.."* SMI I I '3?ziZ ." 4 ; �� / ` � - 1 4. �­ � - -- 0 ­ W,' 7, I I , I NV 72, IT C - � CA f� w (j) , I � 7 H , 5 F, � ­ i! � , - 11 � � ` I 4=fm V R h � IT , ­ -� �14 I , , � ,� - ;i I � .1 , , - I I I 3� I ". UkG SCREAS � § S � , _,I/. , 0 1i' OX, It/ � 4 pw- S'as. -1 � q.,­?w/.1 T!�� � /,- tv� ��INCMM -�'-'..IoN OFAMOT, @ , - t:f2 , � � - I - - I . - C*S`Vii Now letul. I , V. ., w , - E (SEE CUASO�/W2�. & �, 7 1. w., 2 1 .1 � III " j L'' � rz7i "' . NOTE 1,5 WIT , 1,; OF 0 uyr.) 1, , i I �� �� i I i -- t,----��l �; ., --, - ­1--­.­.-­-11 � .I : � I I �- 4 Isa OcAp, I,t2t. . T: , -, ,4-- C ya �'S-11 " 1 3/,6 ­ 'UP � 1-1 -7, 1.1-IR, W-11 - I I 0 womm. OF IO= 0 07 f - , ��4 '. 1 v -I;.- S, 0 . ". , ,� " I ma— �` 1-1 , J I I ., ,7 I . R j - - ---- IF ,Z_ tsm I J i . -- � , � � -- k-L i 'I NOTE 1. & I k :--a, 0-- - � - - - 1-11 I- i I 9 � , -" .6mun 'dOOM RmU,,WD I 2W91=1141, I . I ­ I ­ --,--,- -1 - ! -7 i ; 111�,­zw/.- - ON i, "I"V1. 15 � I I 05 � - 5 I W ScRm -� - - I I 0�� Z2. � p It, � — � I;pfi- �. i 10 OU�S ,I ; I -SEPARATION - 0 I Z:� No 0 �- " ! A "" � 9 ", ,6", , , � i . � 1.0 CLASS. I zeZ't;;1/- ."v- , TV, OC T I 114, CYOP, OVERLAP -� - - �tI I � -- � - ig , ,48�! V: ! 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I . ill ", -1 1, -, 1�-, I I - ---1 I q11-1 PAIELMATI 11MAL1 IT a `t - ,- " �, '11118::;� "V *1�4-14y *1 ,I I z: PA ELMAIT PLUS W/ �i 1 I -1 � ., 11w .1. , ­1­4 L A � -11 � .1 1-1 I I I, , - :�2t ­1 - IrL ­ ---,,,,,! 8 11 It �..#­ 20.5 � I I � � 11 b o1a -ADED I , -/,�' m- ,,, -Rdle .I,, . Fv,vRANONb 1" t/2- 0,4 V-A­ --- - ­1 - � --- - � �� F." " .Eww� - AM - - : " A . tr 19' "I/i(.1!;�;�7.- 81 ,j ��,\'� !i , , � � I If ,� 11 1 1 � I � I � . / 1,253 I- ,A.�,­ T.� , M-+ , f� , ,vim IT -;.-& ---%, wv�.W.wff.o g; ,P-,fw� CVWP . -, I � n.. .., %, . � p r l� ��, � ", .11 I ! , I " , , I A . , A I= OR F", OR "" 11 .. 77 W �� , � , , q ­A 0 �2�1v'.�,`o pw,wh,Z,� W, , 171, - L�l F A � i Romm �� W.,,Nq " ,-,;.jw , -S W/ 7114114/u, . I 'I . ­ ­­­­ _ "I. I . ,, y ,/� - O,� "" 0 a , , t I I �, Ioco � � I -�-�- I'll - " fl -,j,t'. SCREAS a fr 0, -- /,-. Lw, Wmis 0 v U�C, "/ INUALL6 M1 I � W"- I 1/. ,IL ., , 'w PE MA- (2f 2',4' MR I -,- ,L -, vl� THREADED , � vg -I, U-n .Fmv. 't WOOD PLATE R1.110wb i . - ,C If. V.- �, ..f,� I ALIQUIAM 2­W ,IOM an: Ain.'Ria, w,w, w FLt,T 'A ON EW- �� — .3, Z'0' INOW SCALE I/'-.'- � I ,� PUkTE AEOUAC11 1,AT qA1 OR ON LDV I ,� I LtiEll I ALIfffiEff I N � , : - I , ... NIL - T ING SCAIE 1/1.­' : I . FIN 1.11 LEON —, � EWQR TO CEILING MOUNTINQ . wim � -, � ALIERNATIVE 4N I wSTALLAT*N­S ME 0A. VALID FOR BUILDINGS WTF14 A,SD GESION IOACS -, - - . INIIALLATION UP `V 4IL60, -75.3 PV AND PANEL'S LEWH UP TO 5*-W s � 1� I ""tiOnOIJIMN, RNATIYE 3**W SCALE l/.t'.11 - - ��Ie" i I 01 .... T, ,41,'�� A T/IZ ff I - , , SCA-E 1/,'= " 2, FOR NEW WOOD FIPME CONSTRUCTION WOOD MEMBERS TO EIS SOUTHERN . I 10 �� ­: ­ / v . � . ... , . . Pv,F N.� 7 W/ SPECIFIC DENSITY OF 0,5� 00 COLO- - -�7T I �� �­, - �. ,,- � � , ,umsi­, !� I � I \ �Cvllsi , � FLORIDA BUILDING CODE (High Velocity Hu 'can. , i- z � -, ----- - Zone) IME I z , No. 4, 1-0. mr�� TIC. ,P = - � - - tr-,� = * � I$ .*F 20 GAGE GAI.YANIZED MEL STORM PANn OIAYM IfY ETEW�i� 141,01-1 COO MwIrp = - 1� = 1-1 I ' T I REcRNIED - . v .1unwo "i -`�7- ; �', ;1TA1 OF( ­ - > — DUCTS, rolt - " , - � - / !� ,5� % ,4 =:��.­ IL IECC '11, I_ \ GL08AL PROTECTION PRODUCTS, LLC. tjuT-jQiL2Qm0jBiBGh�L ' HILADER Am­mw-sk, top ; 0 I r// k :-!nL­N ,aw - 5, m*s 1­7 - I - 2-P Tw1rT`vnk1fiv---- "atowe", QA`tC F­ �1- i 7'/- ANCHOR UMAIM 11�,',"S�6'Nlj i, - . - - it .. 1-119 20-176 I TOP A BOTTOM VIDUKIIIIAS CAN or (1046AUF IN .0 �Q�� , N."-115.. 1. mow-�. a � 4.1� VI-1- ­-, I ".'r= V,,,;;'VN0t WAY 10 SUIT MY INSTALLATION I satm. /4* - I" III—' ,F Sr,L1�e,AA,,ACtr.TL �*-O%KIFI. wit swi TTFr TRPCX NOT SH01" 16A F, MPPT ­ WN'Tut $I IVU,TT t�, P-t � � - 1-1 — - 11,11101 .111.11 .. 111-1--- ±±= =-Z�-- I !F�lk#Ltl�Mil.t(#R;i,tlil�igoMoi#].tof;i:qg.*AoitlaI 4m*jk#141.qw-.w111#J "i"51 - if, )Fff-l. , - `w" - - w , )uR.;l,.i.j26.j,,.���;�.1i�lat;nl,�mm fowl; I' 0 0, I MENN; ��jlj;mtvn"wmw4Rmqkq; m-ilzt�knm-li.l.jitlR&.Ig,F.19� m.., MAXIMUM PANEL LENGTH `L+- OR PL-" (ft.) a � WXLMUM A.SIO - CONCRM & WOOD NESTo ox PRESSURE RAMNG INSTALLATIONS t (p"f') I+ - -) - ----- L+ C, 2aO IF 111. _ W-01, , - I I *-a" ­!!�1-0- Jac --9-1L--0-. Ir-u- . - w �- - - -- �c f0L- �,!�- --io7--v- - AB`o--- - ?O�T, 9�-,. 115 9,-61 - #'-9* ------- 50.0 --i;-- P.- -r --- 0�-- iT�.-- ��O 1-1-1 ---- -- W.0 ­!� 8.-�:-- -­ ­­­�­­ 11-1 , -- ----- -- W-0, ­r--7'-- ;1 #, - --- - 10.0- ­-�;-­S-- ­r-'�-' -----iTs—.-o 7.-5- 6--lo- 6010 ­ - - 11-1. -­­ 61-71 no --- i, --- -0. ---T­;�­- - --jzv­ -- --- --if-i;­ -i7l,�7- ­­­ Ric -11.W7- - -,F - ---i�-;�- - —,--,- 'Iva iF-�- ­7-,`i�,­ '050 6,-" ",-3, -­ - * - 74--]n ]-�, E-11�11ff�K;1-7-�--­ "------------ � -- ­- ,-- I I 5�51 -- MAXIMUM PANEL LENGTH L+- OR -L-' (ft.) a -­jM6mAT4,kS�o. CONCRETE & wom DESIGN PRESSURE RATINC INSTALLATIONS t ip-.,f-) I+ - -) L+ I L- - 2" - 0-1 - '--"- ,10 --L,�--r - 12'-O� -23 1�-r jav __!_� _L _ I F'-B* ­L __ ­ 10�7- --- --io , — fly-fo- v-9- ­i�:;� —9-2-- -z —a q.-F . -7--7- ­iw-0-­, 81-7. - -d-'--2-'- ---iio`--- 8--j- -?.-.9. -- .------ W.0 8'-Ol 7'-S' ­- —­­ wo - ?'-sw 7�2. --- -- - -1-1 1101­ ---- ­­­ ���--�L � - ­ -- 6'-W no-- ?'-Z*- I—- - 7'-O* -!�:q�­ ­�-O­ B&O 7--0. -!L-L­- 6,-J, - -- ----- WIT ­ ­­ -!i -!- ­ 05 0 -!� -,.-!' W-7- ,-i':­ 5. 0, -- ---=,-- wo --,--- 6­3, -- 5,-7, ­ ni�-- I----- "-Jr. --- 5'-4* —;-1a6---- -__ 5,- I, 03.0 - - --+-:--i�� - f �o - t fif - I --;---W- MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL UOID, *NO SPEED o; 170 m-q��I i WIND SPEED . 170 .1p.h I (10 - UNRESTRAINED 1 RESTRNNED UNRESIRANNED I RCPWNEO � i. 1 30 OR LESS I' 1. a' 6 >33 70 go :/4 . 1. I' 1/2 7 /2' 7 �90 TO 145 - -- ,� I. 7 I /2' 7 Ilr - I � I - -� -1/2;-] . � umiltutifu P&Nri i rNrT)4 AnI MR A 01VEN UOLINITING CONDITION --�� -- - -- - --" S�- � I '� OU'a- OUT r Lf 0 La-m Top IXPECT Do NT M� 'K � I HEAD ER � 'U I HEADER Go .r TRACX TRACK Amms �F, T'ACX TTIDII,l � � I, , =,, C= -- DIRECT NOUN' A6. 32 � '2 . �15. 1. bo, ­ 50' --- - A 15 -XI S' STUD ANGLE - � . : — --_ - . 12 . __ 32� V2. --- 38. — �� - Sr. , . I Z;2 _�-12 _ '. act r so. - &ALD-OU" -F- TRACK Wil -I-- --- W 7 . 32- ' ­ L 32' 1 SIT' ­ --wiz:- -;F 56- I _ ?I ,- I# wZURDMpi-om .1 - ,II= I SO' 1 32- 1 ,12* 1 ' 38- " i W 1 56' I 56* �uorq� +2/4 3* No ANCHORS (SEE SCHEDULE ON - -- - - , - - ­ SHEETS 9, To &11) . -- - - --E MIN , . ­­ ­­ � .­ .- a 0 --­-, - FT -I I r ;:--T�=�--7­1­ I - � -f- -F- � o 1 - I , io.T /4, 3/4, 4/5, 5/5 & 6/5 W/6, 2W/6. 3W/7 & 4W/7 - ... I -1 - - --I" MAX , ,� .,,I I , � 1�­­ - , , ", "' "-- 6 i -- I .---T-T- -I- -1 - T - f- -I-- 7 �i I I I 1 ,� I , I � � I � i I � � i i i i ! I i I i L11 _L_].j[ i ... I LJ -_[­ ­­ �� 8 I .... L . - I I ,,, 1 j i -- I- F� �� 1­­­ I ­- L - ... ­ .11 I - 2 - LIL-11-1 .... 1 Yl I 1� �",�, . �� T­ , I­­r- � I ", i , - I - 11-1--l-i I b� ­:L � � I i " ", L i � I ---t , I � 1 . f­ - I I i � - 4 -- - ­� I , i i 1 1 I . -.1 ­1 � �j � �--.[ -T-� , 'ji- - -- -- , , �- I N " _Qv i I I t I I i I VIP I t., I I i I r, L !' 1 � I i I _ - i - - - - - -___ � . i I I f - i I I I I I I UNBOLTED PANELS ! i , I I � t 1. ,t_p LIED PANELS W/ ,V40-20.1, ,� I i I I I : � I S M.S I SOL W1 0 0 Ek OVERLAP � 1 1 (SEE SECTIONS AS 1 I .- � i I 1 I . ! I I I (SEUE SE�CVON AS APPLICABLE) I I I � - 1 j APPLICABLE) 1 i I ; , . 1 1 I ' ! I 1 1 i �� L ! i i i i , 1 1 1 , . I : I I I I � , , i I 1 I ( � I I I 1 1 I I - I - I I I I 1 1 1 1 - I . I � I . I I � I I , - J J f . I - i - - 1 � 1 L I 1 . , , I . I � T , I � 1 i . 1 1 � 1 T 1 1 I. , � I I I � 1 1 1 1 . I I 1 , r I S . : I i ! I 1 , I , , , 9 I I I 1 L ! I I I I � I j I � i I I 1 I ! , I � 1 1 ! , I 1 - I 1 ! I I I I I � , I 1 i 1 , , . i � I D.M,,q) (D I 1 I 1 1 I 1 ! I I I I I 1 1 i I 1 I ! 1 1 � 1 L -i4,j � I 1 1 1 4- � -I 1 i I, � - , -Ir � � , . I- - I - - - -I " , -a[- 4 ­ 0 I - I I , — I 0 j ­­ I , VAI �. 11 i; I 1 � : @ OF 9 - , 3 - ; ­ 11 1� 3- MAX -- - , I- m1w -1 1/4, 3/4, 4/5, 5/5 & - 6 , 15 " MIN. i 2/4 �; L*IW/6, 2W/6, 3W/7 & 4W/7 - ­ ­­-ANCHORE (SEE SCHEDULE ON SHEETS 9, To &$I) 1 - - I -, REQULAR UQ8M PANEL I ELEVATIO ,/4' M. GAP 7637, AIJS� Ed (MIN. Omw I WHoUE YNAM 77 i �, GAP = - I - --F - w SECTIQN A -A � -C, ) Tj NJ.& wom, D (1) L+� MAXIMUM ALLOWABLE PANEL LENGTH MR A GWEN PCSflTVC kS,VL DESIGN LOAD. L­ MAX. ALLOWABLE PANEL LENGTH FOR A GNEN NEGAINE &S�D. DESIGN LOW. ,2) PROCEDURE TO DETIOWNE MAXIMUM PANEL LENGTHI GIVEN A POSITIVE ASO. DOWN LOAD, DETERMINE YM-44UM POM LENGTH %-' FROM SCHEDULE - GIVEN A NEGATIVE ASO. DESIGN LOAD, OETERMWE MAXIMUM PAM LENSTH -L� FROM SCHEOLKE FINAL MkVMU4 ALLOWABLE PANEL LENGTH IS COCK TO IHE DETERMINED PANEL LENGTH BETWEEN `L*' 1C %- - (3) SEE SCHEDULE BELOW FOR AM, PANEL LENGTH MR POROSITY OLONUFCATION, I t INSTALLATIONS INTO WOOD ME LIMITED TO Y 95 pS-f MAX A.SO, DESIGN PRESSURE RADINTO, I I - - ­ ­­­­ . to At I I FOR MAY A-S C DESIGN LOADS & MAX- PANEL LENGTHS FOR USED �14 SpAcER ffv 1 eT,#,,' - �� ��' - - lvNu . - FLORIDA BUILDING CODE (Non High Velocity Hu 'COris Zone: - � � -- , � � - * , 144167 "�, I ­1 -- - - , ow" TATOM 111Kz- 24 CAGE GALVANIZED STEEL STORM. PANEL - I " I up"N 01 � * : E ,:W",i � TAT,C or ��-> � %�. �;��\ Z TiLTF. c o .. \ - ---------­---­ GLOBAL PROTECTION PRODUCTS, LLC.1 Ism �. 5I Elen' - 0?/V/2M DATE, JT "INIT"Na & ENGINEERING COMPANY , - IF, - � 0�npl DNAIE- FL. allt..)..-111 I 20-175 .OA� ,6. , ;;., �,�� , -- S=71;�U­ �. (e,,,)m-7,N, -- , ­ _ ;_I I ORNPRII - -- ---- - — INSTALLATtON DETAILS FOR REQU "-­ -- , ­ - --- - - -, -- - I INIQ -w--0-Qp-sTAu-Q� " ­ ­-, � �� ­­11 - ­1 11 ­J­ - ­ � ­111 I- "I'll, I -- I -, , � -7 - �7- , , , I I -, � i, .. M SEPARATION ��i I .,--I � ­­­�- I - I - ­ , ANCHORS �, .�, ­ - TO GLASS- - I r I I . I ­ , -NW , . . �il - I - iI� (SZE SCHEDULE ON 1 - �� (SEE SCHEDULE 1 1 v.­.-29*I' I h . -- 03),11 i ON SHEET 3) Ss soUis W,ft I, Ijm I -1m I ,- e - !i� SHEET 11) . a~ - I - - . . 11 i L I i I I— , -- . � , - , -­ , -­ ­­­ vi. - -. - - , - - I - wn:P,KNEL I — � I I �­— � - D4, 00 '�"` I �] � I I I �- ; I ' ' ,� 11 I I 'L" M­ 1, � I I . I ;1 --T- ---- - i ""' . . " -']1-_ - -- -----I I � ­ I 11 EXL sl� I L f;�� I I I �� PANEL LENGTH �)" ANCHORS , , 4 WOW HEADER 4-- , � � � -%!!�/ WOOD I I,= pi � (SEE SCHEDULE --- --- - - � Z� ,� ­ REGUIRED ,� I I (SEE SCHEDULE OR ; � I L--- ,--- - -,A ON . I 11 I I � - r - - I,I_FOR I � - p - -- SS - ­-1-1 I ,/4' SHEET 11) , �1 I P�ECF 11, MAX, :,, - . So% ArER W -1 . � i I , ) <tmp(w � , h/2" .444 � 0 1­1 , . . r-i I I - =T-1,- : t -- 4-1-) Or v IT - j � 1 -�, j:1 � I �-� MAX, I I 1� �- - WOOD . - 1 17 I I'll , - -- - EAGER �� � I , , . . --- - , I M i. 1, 4 I ,I z -------- I I , 1� 11 I REQUIRED I , I im, - 10, I I I I - - �, I 1 ),N,, ,III I -­--� 2� - 1 :. ) : I I , ; I el. 1� I , I �� - -- ;:r--- :L , , " i 11 i , , � ,-- 1, 11 I 11 ,4 �­ - Cl) EO I I I I � - , � 11 �,, � ------ L�­— �, � A- ­­ � � � ;,tl. ,,[...L , I � I I I ---L-L - - -, 4 L f7 — I �' -1 7 . . MJUI, LONG ALUMOiW i i I I � ­11 I I ­@1 SPACERS 0 t2 1/2' - - � .... 1, ..." � " q � I � � � ; I A �,q I I , � . i O.C, (SEE TABLE #1 ON SHEET it) � !� - ! 1 MF. "4 1 SEE NOTE MM FOR UWAGIONS FOR -­CD1 . 'L.' MAX, i I � ;I I ,, I , I � 1 1/2, LONG SLCPVES� ! �VPAPAIIDN I % MAX I I , I I , ��-` � I 1,1 I : -� I � � 10 CLASS. PANEL LENGTH 1-1 .,,- , - - PANEL LENGTH f �i: , �i� , , i �-(SEE SCHEME (SEE sCHEDULF L� " " � � : � I ­ ON SHEET 3) i (Si:f SCHEDULE 11 i - - -7 � I L ... I ON SHEET 3) ,- � , I 11 --- PANEL MATE FEMALE to OR PANEL MATE ON SHEET 3) 4�-- 9 .1', , , 11 T 11`,�2w 1 4' I PLUS (SEE SCHEDULE ON SHM I 1) - � t _ Ii- 1, � 1�1 , I I I " � , I � � MI., I I . I I ij iwwm I , I . I I "--. , 1 SEPARATION -- I , ; =%rl-61 EXISTING ; 2'.4, WOOD ­4 us'N;�, CLASS ,G wss PLATE REQUIRED �� I , � I -(SEE $CHE`DUi,E­ 1 --(i" , I , � I ON SHEET ,3) 1 - )NT W1 SPA I I- V, - -- ­1 .. ..... * I - - I . ALTERNATIVE 2W' I I T­ - - 11 � - 4-SCALE /a. , �1) �# i -- I I I I I SEE TABLE it ON SHEET 113FOR MAX. PANEL LENGTHS & 1 12 112' D.C. 50% � I �- � 9, - I LON, I i or � MAX. A­S.D DESIGN LDADS FOR THIS INSTAUAT % I Lu - /� I I I I � 4 ymx� ED I', � , I .. - I ­�� - - I ; i� I , I I - I I z I , . - [t . i �', I 0 1. 1/2' C1C � 11, , , , ; ­Z 1 �Y----j I I 3 4' i - ­ I - - - :�, FT: i - 11 "I ----�i I ---,---- -------­-­ � E6 � 4 I � I V�, 1 1 -. I I � � I �v � ; 1� . � - 1�� -- I WOOD ANCHORS i ** hom . , . I � - L" -- ----==;p I� -- &- I 1 I 11 i 11 - ­ ---.,- --- I 1i � STAGGERED W/ STUD P � (SEE SCHEDULE ON r v- . ,,-� .���', - , � " 11 I lr� � 1 SwER S, MY BE , I/2- LOW IF, i � i --T704 , , I � I N�� � i �; 11 I I� SHEET I I) - . , �� P i 1 Ili MWALLOOX,m � uum TO A ONE MR, wumMos WITH iS-0- I �j -*w-yF---- ------ ----! 2*XA* WOOD -� , � � I . ,� � � � , N" '00 R'" Ho'"T (TAM is A F43TRICTION nom ANY I , , I " � � � � I � 0011.0114 NO" DJRWMY 4101041ED ON SKEET I tt. - PLATE REQUIRED I : ­ WOOD ANCHORS - ". SOPARA3100 T , ' � � I WOOD I I � �, Ii 1; . 1 3 �, �� I- � 1 I I I I , - � I ,:, .... . �'0 R �� STAGGERED W/E FTNOD ,gTq AS , � , I (III AMMONS QOM IR cOMPORM SA I)PNIft, MATE FEMALE 10 OR " , LATE REQUIRED � � � 9wr"A %w BE =, " ��, I UL 0 - - - , - - � PANEL WE ") VUOLL BE VA= MAX" AT 6 titV OLQ I I � I iSEE SEXED, I w FOLLOWING CONORIONS Am , , , " , - I mes 6 A I I �[ SHEET I IN, Rwmlam PROM T2 I,rr = sm" 4LMM ON 1 COMPILED "IF, I � "I � I I : I I S.m 41. :­ � I i 1 ,,, � I .-=w-.Tvv,p;r- 1 (3) W.I. �K GAGE PAR& L04M 5 1AMITT TO W 03 ANY WMNa 1 [� I I (TH14 0 A 404RICTION FROM LANCER IF)AWL UM" ALLOWED 0. 1, I I - - --' I - I I � I =WAL SHILE, ,I) i M NAPALM WOW PANEL LEVC,H IS IREM MOUNT c D I v w "I I I A R i (.1 1 4/2' UM SPA= COMPONENT J!" WALL BE AS NWAED ON I -2W WALL m(xjNmNG W stow PPmE, OwAt"TIOR is am SHEET L INSTALLATION OF I ;2' LONG SPACOR CA ITS ONLY I "Ue m N"o 'c"', " '- , " I W 1 we AN CosTm WOOD rww ZL i SCALE 3,/8-i* I DEFUM ASTIM I ALIERNATIVE I E­ 1 996 STANDARD .No TIC (" I SCALE 3/8-l' 1 (A) qwKLL.mON vNA *W.I FOR WIND i EVIDON), OF THE nucklm, � BUILDING CODE 1 Z0.0 1. 2 . 3 PER ASTV E I 1 ; -'efe-oif, I "000"PINN", � I . I . I � -, A. �-------­-----­ . �-- ,A ­ ------ . , . t� . 1I`Q141 .. . - NOTES, . , . \N. I N­­:�Ak FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �CTJONS� I� INSTALLATION ARE ONLY VALID FOR VAX. ASC. ? : No, 44167 '-. t 0�w lx=� W, I . OR : 24 GAGE GALVANIZED STEEL STORM PANEL CP - = III, UL ­ PRESSURE RATING (p.s.f) AND PANEL LENGTHS = . - m" BY � * .*E - -- TOP & BOTTOM MOUNEINGS CAN BE AS'PER SCHEDULES ON SHEET 3 (EXCEPT FOR - � - -- \ orm"N -s * --F M INC. k_v� . ��,7 IL COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') ,p . / � STATE GFE �� , rt� �� 0 TECTION PRODUCTS, LLC. 0� - INSTALLATION, !�, 0, .. ,�ORIDSN� --ufi�uft No i"N . 10 QONPA Y w0c -1 5, FIRM - r- le. 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD , �� ' q,P -,^ - . t, At F, . b.l-- n- 30. 2D-1 75 10M�. P�IoIoj (Si.) -, - � 0.4 bn-,. --?Nb, rm mH)"o-M, MEMBERS TO BE SOUTHERN PINE 1*t­;�;,i�.%17 No 2. W/ SPECIFIC � ) �� , ,� ORMAND - WWIm k I DENSITY OF 0.55 OR Ecfm� I JAPAI, Tumitiom- CA. it - " I — I - I - 2E!:�� H=.,. I am --- I I ------. - ------------ ----.- I 2ENM&-N= TO LQ,ix!-.TLqo�AMU---tL�Lmcr&smllr--��u-MiN- ftg�ei��m Ai��� GMCU 9-1��NT (P E.O.) HAS BEEN VERIFIED FOR, ZONIKAN-E IN ACCORDANCE - , /4'0 TAPCON ANCHORS, AS MANUFAC3URED BY IT W BUILDEX, INC WITH ME 2020 (7th COTTICk) Or THE r0NINDA, SITILDING CODE MiS STORM PANEL SMALL NOT RE INSTALLET) AT HIGH - 014-10 PANELWATE FEMALE ID AJND PANIELRATE PLUS ANCHORS, AS MANUFACTURED IPf ELCO CONSTRUCTION PRODUCTS. VELOCIry HURRICANE ZONES (MINNI-OADE / WOWAPO COUNTIES). - 1/4-1 LAC SCREWS PER kDS- DESIGN WIND LOADS SMA,U. BE OMRMINEO AS PER SECTION 1609 Or THE ABOVE MENTIONED CODS, PON A BASIC WIND - 7/16'0 � 5fg" WOOD BUSHING, AS DI'STRIBOIFE? BY ALL POINT SCREW, BOLT S, ��PECALTY C.Q I SPUD AS REQUIRED BY THE ,4UPISDICIT04 WHERE STORM PWL WILI BE INSTALLED, AND FOR A DFzFC1,*NiV­EFy FACTOR K "-65, USING ASCE 7-16 AND SMALL NO EXCEED THE MA)LIMUM (ASD.) DESIGN PRESSURE RATINGS RIMEATED ON SHEETS C 1) MINIMUM THREADED PENEWIT01i "TO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FOR ELCt PANELULUE PLUS 1, I THRIJ 11 4 11, 18 AND PANELAALE FEMALE TO IN OROE-R TO VERIRY THE ABOVE CONDITION, ULTIMATE DiSICRI WIND LOADS DETERMINED PER ASCE 7-16 SHMU BE FIRST REDUCED TO A.SO. OESIGN PRESSURE PWING, ST MULTIPLYING THEM BY 0 6 IN ORDER TO OOMWE 74M W/ MAX (A 5 D I C 2) MIN.MUM THRMED PEIVETRAT" OF LAI SCREW, INTO THE WOOD FRAME UNIT St." BE I 1/2- NO THREADED I DESIGN PRESSURE RATINGS INDICATED ON SHEETS ,'� 9 THRU 12 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREAOW PENETRATION I IN ORDER TO VERIFY THAI ANCHORS ON TH;' PT-D. AS TESTED WERE NOT OVER STRESSM, A 43% IFICCIREASE IN AIJ.OWAFAF STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW 14AS WEN DEFERMAIED IN C 3) MINFIJUU MCNE DISTANCE OF LAC SCRCWS� iNTO WOOD SHALL BE AS INDICATED IN INIS DRAWINC ACCORDANCE WITH 11,11-5- 2016, STORM PANEL'S ADEQUACY FOR IMPACT APO WIND RESISTANCE HAs BEEN VERIFIED IN ACCCIRDANcE Wrih SECTION iEOQ.i�2 OF CA) MINIMUM PENETRATION 0; WOW BUSHING SHALL BE 5/8" I/4' 0-20 5CRtW`5 USED SHAII BE 1 1/2' LONO MINIMUM P1r ABOVE MENTIONED CODE AS PER AMERICAN TEST LAC 01 SOUTH nORfDA REPORTS #0814 01-01 AND 0021S.02-Dii� AS SHOULD STUCCO EXTSt� AM I" MINIMUM FOR WALLS WITH NO STUCOM I PER SSM 12-99 & ASTM C 330-02 STANDARDS, AND AMERICAN TESITING LAC SIDUM4 FLORIDA REPORT #1123.01-10 AS PER TA$-20� AND TAS-10 PROTOCOLS, APO 06 PER CALCULATIONS PERFORMED IN A0.'GROANCE W/ SECTION ION or TH, C 5) IN CASE THAT PRECAST VONE� OR PRECAST CONCRETS PANELS, STUCCO OR WOOD BOARDS BE FOLIND 0.4 THE vasllNo FLORIDA RUIIOINr CODE WALL 4NC,1.ORS SHALL BE LONG ENOUGO TO REA04 THE MAIN STRUCTURE BEHIND SUCH PANTCLS� ANCHORAGE SHALL 9K AS MENTIONED IN C IL C 2) & C,4) 2 ALL ALUMINUM EXTRUSLONS 10 RE 600-16 Afl�)Y W) MM-VR (UNLESS OTHERNSr '40M.D)r SEE SHEET 2 ID) ANCHORS S� BE INSIAULED FULLOPINIF; ALL OF THE RECOMMENDATIONS AND $PECTMAMN3 UP THE ANCLiOR'S MANWTACi`UftR, 3 ALL ALLIM(NUM SHEET METAL MID AT CUY5VRV5 SMAII1 HAVE M05-1114 ALLOY 8 PANELS MAY AM BE INSTALLED HCRIZOIJAUY FOLIOWING INSTALLATION DETAILS 5HOWN ON SE,MN I IRRICLON 6 �SHEEM 4 1 4, ALL STEEL SHEET, MCIAt PANIti-S SMALL HAVE SMICTURk, QUALITY STEEL, ASIA, A-653 GRAOF 60 MINIMUM, G-M GALVANIZED MRCUC. 5) EXCEPT THAT 1,16ADERS43 & @ SKM.L Nat BE USED. SI TEL DESIGNATION W/FY- 92 Z km (AFTER POLLED), 9 ,I SRM­L or, ME RESPONSIBILITY or THE CONTRACTOR TO VERIFY THE SOUNDNESS Or DIE STRUCTURE WHERE SHUMLI? 15 TO BE 6 ALL SCREWS TO RE STAINLESS STEEL -504 OR 316 AiSI SERIES OR CORROS4014 RESISTANT COMED CARBON STEEL AS PER ON ATTACHED TO INSURE PROPER ANCHORAGE. THIS SPUTTER SHALL ONLY BE ATTACHED It) COAICRE7E, BLOCX OR WOOD FRAME BUILDINGS. "I cNi Souls W/ � SO k5i TENSILE 5MENUM ,AND SHALL COMPLY W/ FLORIDA BUTIGIGG CODE StCTJON 50 k�l YIELU STRENGTH AbR' C= 241 0 4.4 io EACH RDcuLAN STORM PANEL Unti, LzAGTPs OVER SO', AS PER SECTIONS 1, 7 4, S. 8 AND Ai,TCRNAT1VtS TIN, 3W It 4 ON C1%j H AZ To S EETS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING NSIMUMC OWNER 08 FEN I 6 BOLTS TO BE ASTM A- to', GALVANIZED STEEL OR AM Wk SEMM STAINLESS STEEL, WITH m KIAt MINIMUM YIELD STRENGM SECURE PANELS Win-, APPLICABLE REINVORCEMENT DURING PERIOD$ OF HURRICANE WARNING .4- 7 AHCHGNS TO WALL SMALL BE AS FOLLOWS 11. THE INSTAISAT" CONTW.70R IS TO SI,&/CAULK ALI. SMUNLR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH � 11W BUILDING TO PREVENT WIND~ INTRUSION eItttttt (A� IIG­-EA5VN!�-E!QURErLJCQRQBCF- I , - i/4-0 TAPOGN ANCHORS .AS MANUFACL IRED S' IIN. 810LOEX. IN�, (fA;n F­3i92 P-) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS GNAWING PLUS ANY BILKLOINr AND ZOARNG RECUIANONS - 1/4r 0 A 7/0' CALK -IN ANICHORS, AS MANUFACTURED By DENALI INC PROVIDED Eft THE JURISDICTION WHERE PERMIT IS APPUED IO -.1 - 1/4'0 , ,�/i' %LJO-SET ANCHORS, A' NSTITUEUTTED By All POINT SCREW, BOLT A SPECIALTY CO - =) I Z (a) THIS PRODUCT EVALUATION DOCUMEN't .E D I PREPARED BY THIS ENGINEER 15 GENERIC AND WES NOT PROVIDE INFORMATION (MI�, r­3000 P.­) ­w FOR A SITF SPECIFIC -�CJECT, ,. WH RFE THE SITE CONDITIONS DVVATE FROM, �,E PED #14-10 PANIELMATT FEAALE 0 A, PANELMATIC PLUS ANCHORS, AS MANUFACTURED By ELCO CONSIRUCTIGN PRODUCTS. I - I /4'0 ZAMAC NAILIN ANCHORE- AS MANUFACTURED BY DEWAUT, NC (h) CONTRACTOR -0 BEE RESPON,STEXE FOR THE SELECTION, PURCHASE AND N$1ALIAIIIIN INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS P-Eb PROVIDED HE/SRE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 0.4 THIS COCUMENt I A I, MINIMUM EMBEDMENT OF TAPOCN ANCHORS ItJD POURED CONCRETE SHALL BE I J/A% �­ FOR E1--O PANUMATE. kNG CONSTRUCTION SAW, AT SITE IS THE CMRACTOR'S RtSPOINSStUTY 1 4�/4' FOR .1AMAC NAfLIN ANCHORS. (F) THIS PRODUCT EVALLIADOti DOCUMENT WILL BE CONSIDERED NVALID IF MODIFIED, A­Z� CALK-W & SDUD-SEI ANCHORS, SHALL Or 0ARCOCEO 7/8' INIG THE POUKD CONCTVETE� NO EIVECIDUO"T INTO I 5" ...... , "-"" SCREWS I CCO 5 BE K � RMITT. /r ,IS. SMALL RE I 1/1' LOMIG 11.1.1111 SHOULD 111-11 El"S', (41 5111 11E.111 11.11-1,S .L BE PREPARED BY 11 I.. 1E.IT. 11,0111. 1111 .Itl�l 11.1CI, .L1 nrOV1 1111 < AN, I' WNIMUm FOR WALLS WITI4 No ".TCCO, AND MAY CC HEADED SCRW. OR A4 THREADED SCREWS WIT, Httl), ENGINEER 01 FISCOR0 (tO.R) FOR THE PROACY AND WHO WILL K RESPONSIBLE FOR THE BUT WITH WINC NLITS PROPER USE OF THE PE.D ENGINEER OF RECORD, ACTING AS A MtEG47ED ENCINEEIR III THE 1 RE D ENGINEER, SHAL-1 SLk1W TO THIS tATICR THE SITE SPECIFIC DRAWINGS FOR REVIEW . A,S) IN CASE THAT PRECAST! 5TONE. PRECAST CANCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE EXISTING WALL CA rLOOR� ANCHM SHALL. RE LOW, 04%411 TO REACH THE MAIN STRUMIRE BEHIND SUCH PANCILS, (0 THIS PE.0. SHAU HEAR THE DATE AND UNICINAL SCAL AND SIGNATURE OF THE PRO-1,S%NA, 0 ANCHORAGE SHALL BE AS MtNHO� IN All AND IN 0k2). ENGINEER OF RECURO THAT PREPARED IT it, SHUTT ' MAIlUFACTURER'S LABEL. SMALL, BE LOCATED ON A READILY VISIBLE LOCATON AT STORM (W YQ­r1xJSPyG, IT JCqwj?ETLJ%xQL-wA"1-&w-L-­w1 PAMCL Slit;TTER IN ACCORDANCE PATH SECTTOW 1709.9.2 OF FLORIDA BUILDING OWE, ONE LABEL - 1/4- # TAPCON ANCHORS AS MANUFACTURED 13Y 1 T W BOLDEX. ,NC SHALL BE PLACED FOR EVERY OPENING LAKUNC TO COMPLY WITH SECTION 1709 9.3 0 r THE %,.-, - 1/4' 0 * 713* CALK-W ANCHORS� AS MANUFACTUREC BY OFWAILT, INC FLORIDA BUILDINC, CCU - 1/4-0 X )/A- SMO-SET AWCHORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SKJDALTY GO - 01,4: ITT PANFLMAtE FEMALE 10 AND PA�NELMA'E PLUS ANCHORS AS MANUFACTURED BY ELCQ CONSVRUGDON PRIX 11111#11j, ,��, CHC 1�11IEW A TQ1.11%,, - I/ 4 0 ZAMAC tWLIN AN, IRS. AS MANUFACTURED BY DENALI. TNL , �Ir#, . , \ ...... .. Ta.') MIWMt;M EMBEDMENT or TAPCON ANCHORS, ELCO PANELMATES AND ZAW NAJLIN ANCHOR. NTO ME q0w,�,'Ejv,`----. FLORIDA BUILDING CODE (Non High Velocity Hur (cone Zone)l �-11-*0 BLOCK UNIT SIMI BE 1 1/4� z 1, . . — -T--24 I $ .. .2m. M—. - GAGE GALVAWED STEEL STORM PANEL r., =,H­.xrAw0­F!Is6" ,*, " ` � 1 9.2 CAL)i - IN & SOLO�SET ANCHCRS SMALL BF ENDED= '/B* INTO 'HE CONCRETE - " S - w -- 1 1/2' rz4i�. �-. STUCCO SMALL BE PEWT", 1/4' �-20 SCREWS USED S.AL BE LONG -��-�, ­ \ /1,Ino AND I' MINIMUM FOR WALLS WITH 40 STUCCO. S -:5"% STATE p -111, - - - /i M 1E C 0 GLOBAL PROTECTION PRODUCTS, LLC. ""2; - \ - , - PAN, MAO 5. 11 ,IIMXT , �01`111 - ­­ .t,---. . E. I -1. 8­�) IN CASE MAT IFRECAS? SPOKE, OR PRECAS� CONCRETE PANELS, STUCCO OR WOOD BOARDS BE . "' .1 IILUI `I,",ftV0 & IN'goommm. com 20-175 Non � ,� ­ ,. PMO,t5� L�Hm-­& 10 (N,Hw�., EMSINC WALL. AMC SMALL BE LOW. ENIGUOH TO REACH THE MAIN STRUCTURE BEHIND SUC=PA I,& , ,.�,- - 1. 0,P) ,-- �W;, S,� � - - - 2A m� NA 16 � x . - -- . , ,0 ANCHORAGE SHALL as AS MENITONED f-14 S�,) AND i. B,2), '041�NTUUHNI% -,IO,VU11 "'! , 4 % P�. sLAi.fec.wuR/WF .m I . in `tN,TvF x n 'T IL n � , I P -------------- ...­ ­.­ I I — .. I If -- ,�, J­, -, - - I I — JNSTALLA�TIQN OEMLS FOR REQUILAR PAINEL11) i INTO POURED CONCRETE 0 CONCRETE. flQ2QK STRUCIURES I ?VRED CONCRETE ,RSTING POURED CONCRETE ET_ I ; ­T SS22CRf � BLOCK :,. COW -REM BLOCK I � �� ,;pzq,� REOUIRED. R"5� " '00 �` �,IbA �� "I ,,,%� � �,� � - PONCRETE ANCHORS, , " 11 ANCHORS 1-1 CONCRETE :, , , ­ '�,'�, 'q, ­, 11 � ", - ' -, �,,�,�;','� ,�,,,�",4' ON � �. (SEE SCHEDULE ON I �all` (SEE SCHEDULE , I . � - EXISTING P URED TH 7 SHEETS 0 _ -, "I , 6,11, , HFIDUCH To) '52 , *� - :9) CONCRETE OOR SHEETS 9 ROUCH 104 1 11 I C2 I (2 " ." - : COMPETE -, C ve-w- .- - - --! I ; --- � . REQUIRED, BLOCK � 4) s Now amm I 11 ­ I ,/,� - ,v . , I r �12,' I ,1/4' � 1/2 1 � , , I " I 1, 6 I/4- 0. i �, ,��Jtg. I � , � ­­ 1-1 I—- , ­­­­ ­­, � , mq� - , ­ ­­ - i CoNtORETE ANCHORS c --I-,-, - I'll, , I , � � , I (SEE SC EDUTLE ON - - I I I IT -��,�­� I , � , I " " �� SHEETS $1 THROUGH � , �11, 1,'�,� : ,�",� 1 , 1 A I I , ,,,, � I . , -, � Car 1,,"� I . ", , ­ ;A : � ".. , ­ - I I � 1�%,,, � I I ... �. i-, , .11,11.1, .111, � - I 1 .1 , I FMI"� I "I Y, I � I , � pl � #� .. If, % . --, .... 11� --,* II, f I -�.?1'1' I I Cl) I I T � T In ; , � , /� I I, t It I " ", I F­ - T L ­. ­­ --- '/.�xx,- 1, -1-----L- J ,/.--2*"- � � z A4 � i 1 4 1 ,�,­-O�- --- 10 � ; --7T J--M--*- I I ------ -�-jpomz..,o " I SCP=TION , � SEPiiiitoi,4 ; I � LAS& i I wflt*� -1 IS TO MASS. (M - - I UOv`H 0,0, I To G - : 11 U(WnING --(SEE - , LEMP" 010, r-r 1' M. 4 Er SCHEDULE ' � -rl� 1�11­ SCHEDULE ' III!, I I ON SHEET 3) 1 PANEL LENGTH R ON SHEET 3) � t � (SEE SC44EDULE 0 " ; ILI I. 'L' I 1 ­ i i ON SHM 3) 9 I I TO GLASS. # I =T11 1.11 LE CONCRETE ANCHORS t- A, - It - Al -1 II - I PANEL LENCTH -I (SEE Scwkw= I (SEE 904CDULE ­1­ - �­i��- � t (SEE SCHEDULE 11 ON I I 4 , f 0- ON SHEET 3) (SEE SCHEDULE ON � ON SHEET 3) .. - � SN, - -�Xl- I ...... j IF - I i 11 i � ­ . -1, - -I, -1 I I SHEETS v tMmutjut, ,O1 - C, 11 I It I I , � , 56% : � ��­ v ? " �, t -,,.""`1 ­ , ,� , I OF 'L' =9 C1 ) � %1-11-� 11 I I ,�-4��­,,:,A,%,�� MAY I, i Sox : I ,, ­ . , -- - "-- , ,4,-2iNI - ­ I � . " a- ; , !'I," , kl `1 1�1,­,2 OF *c I 1,`� To I - q) r D . ,," .�,, , � I I oz. � , .. �, I �" , ;"�/� " K-w,�81�,�%.',`� mo, � �,-�,,���,!""-"�,�,-.�.,-,'��'-,i'�""�,�,� 1 I I I �,, � .- - , .u. , �� i : I � "' - ' ' � , '... I '�rf `f�%`.`��'Z� � � , ", "i 4 1, �' '�,��`?"`,�'-1111 �, I � , ,� �, " � . �, , 1 " , ,,, i , , I I [ � I �, , I - �f i 11 Lb� -,,,��',��,��,� I I , � rLm �'., G ,I 11,�1_11."'I'll", I 9 �'�f`� 1" r Z, I �-- �`�`,o� 44 ,�� I I . ,I- � , , , J(o.VA.) , �, 3,7,", ," U=—,­ - - - io I I I `r­.�111` I , , No P"O -1� (Sk ­,�,� 12 1/2- CC 1. I :�­ I I 11, � 1". � I I W. of, - , � ��, -V�', -'- �­ � I I , e�� � I � , I ;= .�. Meto COW-Rm CLOCK ­ , � CONCRETE ANCHORS - TO, sote, OR I I I I . I ; : !�"',*2 I REQUIRED. ,� I 1. (SEE SCHEDULE ON - !��, - -, - , , , 1.1*1*;l1w.sIs 1" I/ 10 I i w -, , t.-­ --i Q, .­- ­1 ­- - - -�­*- - � 11"', - I- I SHIM 9 THROUGH 70) , " ,�, , � � - I' MIA - : , , - " �� W/ I ONLY �--,', �� 1�­,� 1 ALTERNATE ," .11 , � WREN SCUD �11 - I & CALK-24 ANCHORS � SET ,., - " , , " t* LEG LOCATIC& 1, ." ,� VOST44G POURED CONCRETE ': ­ ., . ARE USED & W WHEN OR CONCRETE BLOCK �' I (�) MCM4 At-TMkATS CONCRETE PANE TES A OR - _ IrK. CRETE CONCRETE ANCHORS ARE USED REOUIRED� ES=111 TREQUIRED. ANCHORS - STAGGERED W/ STUD (SEE SCHEDU ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH I 0) 11� mi MmINT Bu . U .. Q ING "&R!r WALL MOUNIM SLOWL I SCAIF - V SCALE 3/d-l' ScAtz 3/8-1- '101 I ; " . 11 ­ ... - ­.. �. ... . . .. " I I . . . ik FLORIDA BUILDING CODE (Non High Velocity Hur Icone Zone) . ­ ' ' s mm mmm INC, I". - * ' � �- = � 0,44167 '- I- 24 GAGE GALVANIZED STEEL STORM PANEL = = DReVV BY. I = i * ., * E ;;, NQm-EQ8­Qpm5NpQbLx-=� = � m -- / w/r/amix - - - '�\ GLOBAL PROTECTION PRODUCTS, = I F-D. - EDGE DWANCE � STATE 01�- — vAr- - 11LIECOm. . .I, (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - . * 9 & 10) COMBINED IN ANY WAY TO SUIT ANY !SOO,%. ,v- ­ PLU` TV QKo S.W. 51 s"MO i SHEETS .',�, AtoAm�, .- * .. - - - - - PAtee, �� .1. C-E. ft- I",. -,. 20-175 I ,�, - zzc��;) ­ m­-­aPeI PmcMO f".Rum-Io4S, - (IcHisft- , z INSTALLATION, -"',,- ,v/0-.-,-.-:,� � - — -) - - --- -------- .A,'t,Nc N.. , - ­ , - .. I t1II-;n# I - ­ /OrT WN.n`R I - , M ".., .- t2if:i� - - - - I-- -- - -- I I---- —- I d) I I INSIALLAMN DETAIL5 EOR REGULAR PANEL INTO Wool? . I-- _: ��- * 1117 I - ­11 I� �z , , , I �, , LEG 11 - ,ALTERNATE 4'.8' i"') IX WOOD . , -- � , , I I i ­ - ­­ -­­ , - LOCATION (� STRUCTURAL I I � I I BEAM REOUVREPTING I . � . I I ADEQUACY OF "tSMING WOOD ;1 . , . ­ ­ -- .1 -- -�� BEAM TO BE CERTIFIED By - AD 4- -Et . . - ­ � I . I � ,� ��'i ED OR � � - -� � � , -) I REGJSIER ENGINEER (9 �, - -- , . - . � I I � � SHUTTER ; I ARCHITECT PRIOR To . I 11 ­ - , - INSTALLATION. �., - I . 11 . , IN ANCHORS ALTERNATE WOOD ANCMORS� -� . I - I' w­ - � _�ffk _:I I F ;44`i0* HEX IMSMEA � . SCKEOUIL-1 ON (SEE SCHEDULE ON ,. . I � � � I aut,00, - � OR I i- �r _ - I I -W-Eo- - I - I =- I fl, - , qe-I�N: I,s .� w/ MuT SHEET I I I SHEET If) , I 1� I . �-- , /I , __= . � 1, � POI, , 'A . '' .. - 0 4 cc , , . r,A ;; 1/.. I , I - - � 11 : WOOD HEADER , �, � _�-, I I, ./2. 1 --- � ------ - ­ -- - ­ I -'� NAX:� � .-,.--.- ­­ . C .- -7 -- "Im 6 - I KLOUINt. I I I / - " I ETUSF . I , � , " O'St , - ,� . . V�� p SLAIN WOW AW40RS ----_ ;�11, _.__ - . 1 2 ,I FC1 T � ; 4 W I i 2 f5u SC t- - � I I mf�,, , 41 i I � , % "m I 1) - 11 ,,, , I , ,.I.. 1 1 1 ,I, : 'ERARKTION TO I --= 4 � ; ­ q ) . i , ,,I 1. � I I -A 1 TAASS4s;EF . � I t I S Hmtr � ,/0­2m'. i I C sx. SoL w � I I I ON wEr 3) 1 w 4 FRO. SCIPARAT NTO GIASS� 40 t . � f , ON """ , # - - v1z - �� - 1. 11 ��orlg . r (SEE SCHEvQLI0 ) - I -I- MAX I , I I � 1 PANEL — I .111-'.1-3:�.* , I - - - - - - ! , I - ,-� � ILI MAX, A, - -- f -, m (SEE SCHEDULE I � I ­ � ­7H­ - - -1 PANEL LENGIN I = pz�-o ON SHEET 3) SCHEDULE /I I 1�1 (SEE I - -11 I i ON SHEET 3) =� 1-1 - -- - - ­­ ,I, ­ ­ - ­­ I ,- ­ I I 9 I I -I i �', -- "�, - ­ , 11 : � " `-------­:- �� , -- -1 -- I 11 � �D I : I I Sm I -01 OF %, *L1 11 or 11 i MAX [ ' I - - ts tw . I I - � - C4) - I, � i I I � I I .. I . I 2 1/2 � - = - i I --- I . �-­­-- -, -- - . A I FIG - , I - 1/2- 1 I , , I I 1 - I-,-. � .­ 1, - --- I U,4--�,- ­ I 1, I ALU.tb I ED I , . : j�� HUQ sa� -j ­ ­ ­ , , ­-, . I- " - I I - - I w - Is I/,- ot I ��-111- ,I 1� 1 1 7 ��----�� I � I I . I C-0 I— ­ � I - I ­ ­ - - -- -------------­ I - � � , � � I � � ; � I � ---- I 1-11, I- � I X-Xs" WOW . I - il -:­- � DECK RCOUTRED 2".4* WOOD PLATE I I I I r 1 — .-FTS , REQUIRED - - -, . ­ . 7 ­� '�� � 1 � j ­ � I ! �. .%.. ON WOW ANCHORS -�� - �-,�­: ---- -1 � (SEE SCME�00111 BN, - - ,, ­ I - , � ,� � , _,__,_, ­­­­ /4" � i SKEET I 1) I - ­­ I ­1 ----- -- - � ­ - ., . � I � : 5#4m 1 1) 7, I— - --- - I ­ I ­­1 .- I I � 11 ­1 ,A I % i, � � ; I I , I I , � I �---­ 2' Mfii,� ­­ � 11 -1 -�� � - ­- -�,­ 11hL. I CE11.18-GI BUILJ2-OUT MOUNTING Ammy ALIERNAM 3/5-1* .... � ...... N", SCALE ,/1'-, - iSCALE ,#,t,,* � "', ;, I ��. �J/J� , - K -, A,-,`%��CE .. % - H= I i" . * F - N : =*: NO� 44167 '. I FLORIDA BUILDING CODE (Non H1 'I VeloO Hur cone Zone). !t : I - = 1 INSTALLATION ARE ONLY VALID FOR MAX, A-S.D = � .m IK=. IM, Ff TOP & BOTTOM MOUN'TINGS CAN BE DESIGN PRESSURE RATING (p.s,r) AND PANEL LENGTHS - 24 GAGE GALVANIZED STEEL STORM PANEL � ' DMIM, In, I SO�',� STATE OF 4F COMBINED IN ANY WAY TO SUTT ANY AS PER SCHEDULES ON SHEET 3 -.� � --- - INSTALLATION 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD S 0;. .plo mp% - � qz !7�- / I 11LIEC0=1me. \ \ GLOBAL PROTECTION PRODUCTS, LLC. "' -- MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC I ­­ , le�. DATE. "I � �­` Am 5N. M STRET, � DENSITY OF 0.5 I 1 5 OR EQUAL, 101, ,It , �14-� --- —­ -. - - - — RV -1. ONAE, � 3M44 N � � I Iti�i - , , IRUJM-F�, AN, OmN)MN­8n7 20- I 75 1, �Z - -=!-=�­�` . .,- . � , . . DIPAYM - . RE u./sowule/zATE cA­OUOETUI . - . - I - - .,,. A� ITILLII 4,.� P1 I... - ­4 W-)w I L----.--- -.f roft. UP� IT .167 . I I 1 .491, 1 a, )a ---- I I -1.-t­II 0 a) = cn -0 -Fu > 0 = -1.­I` 0 -0 LZ a) (j) %— 0- CL C 0 0 L- (-- Cj) ca -*-- 0 -a (1) — 0- U) . a) -= C= (1) -0 0 0 -0 - _a 0 L- L- — m = 0 0 :-� Eu LL I.,- 0 — cu ;> . U) a) cn ZO -1.-� Co L— ca. r- � m -0 .= C/) , CD- < I . -= 0, :%. I= � CL = 6 =- C= m "00 -E m C14 0 - -= >< = 0- 4 .!2 - w = '0 ,= 11 CQI -Cc - :u_1 Cu x ";; . > 0, - w ­ = ::. r= 4W 0 �Z=. = 4j cc -�r, 3;; - z = W CD .= - ­ w ::- > . , I= Cm �- = E L­ 411, =- -A = E ,�� 0 ,J� Il '7 5 z mi Cn L. (1) (3) C: m 0 " L. =3 LLJ 2 < ;z z < -j 01- -6-0 (1) Q) = U) CIO > 0 L- CL CL < -1--j 0 =3 0 0 L- 0— (1) m m SHEET NO. SH 1.3. C _ _ _._ ._._.-_._ "I LSUREDETAILS O INSTALLAT19H IN POURED CONCRETE, CONCRETE BLOCK OR WOOD SIRUCTURES• VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL J) SYSTEM$ K\ 4 ,',�: '.. ..j.__... -_ POURED GDNCRETE. j ( - ORoHGR£ a BLOCK OR z' . x , .D9J' 3705 »-,+-aw �'?. . Xad wastl FNAAtE . VANE11 -T D M!)M. 4) tlUmED 6D6J ALtA7+'t: HHT i of E �P i t a' WttH 4*. a 1F _ _ '21j Y 9 J2 ,"` APCON @ 72� O.G: POURED COH EaOMGR£tE <_', B`�.%t- MG. w'±`, +i CRETE l 7 ,.. BLOCK OR 2'd' WDOO rRkME_.. POURED CONCRETE., _ � j tr4Y x t 3/i' fAPCON T 12 - R. - I REOLIRID LT)NCRETC BLOCK D j j_.__ ANCHOR @ 12^ OC. i �} ��►(� Man '�.-• '�•, ORI ,, 2'xA' WOOD PROVE MI _ nllF.AM L�. REOMEO .t") t J IF ,::. L r -� -1 4- GAP • / -.: ;; v„ - A 4 ; ! - } 4' ��F CtFa aaA{. DIE I i aNCNDNI. 7E MLi TERNATE LEa LDGmroN ! t i" G 2 a` _ .055 la c j y�� �' VARIES 2' j 2 . s' . A55" CON7 I,.,, �..._.�,.,_ .3:r �I -A OR EO L G737. ANGLE S Mhx < 'Oea, 4 thx j _t a6D' 3ta6 d1EN SHAH ' L.+ POURED c: rx.FNGtEIE i#RX#E,'C. Z• X 4' K '�'` 1 �. ���• ,x msf j- `•R%E'£ t+fTAL AItN, SENT MATE BLOOM OR 2'x§' #Yi�O FRAME 1 :,- 1;G5-Htt °-1 fY j 'F•7'.i r/. ;"1) '- REl9UIREO Oq - ...; 2MtnT { _ t ,.. 2' _ 6 4 - :. �_- i �arr cs06arrt-u., E ';'%� fi -=s �'e.--,--�g.�..-ax-�.-....j Mal CAP I @ 12` O.C. OR E7063-i6 AtitP' C-L At4 w/dACK#Ut C,mL A,v. AM0.E I CASE A (PLAN) CASE B (PLAN) CASE C PLAN L ASE I PLANS I , SCALE 1r4'.,• SCALD, 1/4'-I- SCALE 1/4'.mt` SCALE lf4'.1" ) 5--. SfLM-fit OR CALK IN j di Et6 PANEUWTE j //Q;;��� 5 At r£'iMLE6 AND } ` PRAIRED COPkCRtT£s �EXY1S'q+G TRIM -`\ i--i e- - ---" .Q ()R CONCRETE OLD" `TOP, BOTTOM aR .AN•3M41E PW$ (�'E 1SX POtHREi) CONCRETE SMETx - (MIN, PANEL O7NCREiE BLOCIS VARIES a j �A': r'1t 6 FRN€£I REOa6.ED APGIMIbLE IOC"DALE AY 9 OVERLAP BE"rON6 2'++` rroaD FRAME 'S'tAar. ".: U �.1 OPENING WIDTH) PSNiREO L'9NCiifTE, rcH�RETE REDIAREb j (ii L -.,+.Y ._.. n:_ `+ TY •:: •• ' BLOCK aR 2"aA' WOGa 6RAME j 1,% ., Nt€OUAED I -.: , .." Film, VARIES F 't r ` FLAT FLANGlAiNY ES TO 5` M., ( j .—/ -- WAL (NL CX GM Ers PWL j I 11-M) : X . 8:0. DISTANCE °`1,7 of 1�. 1 /7/ji t N /---- as .s -----. ',,"_. t ;' ,/.-. F. — CASE G (PLAN) ,t4,ttH1MNNAFAA N,N4® 1maw1 .:' tt A. Tl IAA 1"jam fry A..aa,POPP ."-`-,'�. kZlh SCALE 1/4"at' "'p.„ ', --,f -,!' r r I'46` :�`,.41''T':• �� •.; W '� VA,ED FOR DIRECT MOUNT INSTALLATION ONLY & �', Sf .+N `' CMFiTp PANEL iNSTALIATION AT WALLS W/ a N0, d41�/ 3 SURFACE LEVF,9. VARIATIONS WITHIN 3/4" * % * . tR FLORIDA BUILDING CODE Nan High Velocity Hurricone Zone CASE E_(PLANi CASE F (PLANS 9 F '4ic nr£w," 24 GAGE GALVANIZED STEEL STORM PANEL I.P. SCALE ifa•>,• SCALE 1/4'.1' 'y�.•C�.S;C COR IDR - ._ 1 _ ORwN Br: - E -. %/ li c. `��GLOBAL PROTECTION PRODUCTS. LLC, "'/"I� , AI•It/1. 1 {7, ",..y�y Ta4R TE3TINQ & ENIXN[ERIWO COMnPANY VZ;wR'3a3> 0° °,°re 20-176 ,', _. rnAs'ai-tsF°`a' (Met -:an M010#m (s§>4�-7sw. I. PWH).P-4M7 ~� ILavpN6 +e « tow am No:. . 7^ sKAerea.. mI 6merm.. Fs -`E ."simimr¢{ Ir A T&ll 141V F.E. t IAA x ,= - #416F s a SXEat 6 M f0 MAXIMUMRATING cTNFnLLLF cnR RFcutea STORM PANEL I INSTALLATIONSINSTALLATIQNS INTO WOOD STR TURFS (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES SW THRU 4-W. ON SHEETS 6 & 7) MAX. A5.6,. c MAXIMUM ANCHORS SPACING FOR _.Q. > AS SHOWN ON SHEETS @ & 7MAXIMUM APPLICABLE DESIGN PRESSURE ALTERNA PANEL LENGTH - AT na RATING T APCON TAG SCREW P ANEI.MATE FEMALE ro PANEL)MTE Plus tY000 eUStANGNATION $ & AN C 1' (P-99.) niETM 00 13 13" 13• 13, ,3" Ile (TOR) - -- 3 i 3 t 3 _ 3 t 3 w BOT1oM} 6 1 I2 a 8 t 2 / 1 -� 6 T I 8 1 JT @ r Z W (TOP) e 6! d r - 3 T 2 T I 7 6 4 r W BUTT ( ) : 51-61 11 , ,D ...... a B B ---- - __. up _- R ) ., __.. _.. aft LESS __ $ ..... B _ 8 - ,. 3W BOt(OAt ( ) _ _ = _ , i3s W oP 45. -45 -- - . - 3 - _ _ _ __" w ON (BQTT OR 1F55 13 13 3 ' 1 B T f N (":p) 73 .�__._ _... '3/_.-_ ti` 13' `_ 6` - 7W (BOTTOM) 6 7I2' b If2' 6 1/2-- _ 6 t/2' B 1) IOU POP) a 1 4 / - 1 1 2' T r S r ZW BOLT ( ) ,m sd TO I .- HIT r 6 1 2T } 9 2 J d 7 / 2 7 7' 3w BOTTOM a r2 9,/ 2 z R ) T' }W T M BO D • SEE TABLE #1 FOR MAX.A.S.D. DESIGN LOADS & MAX. PANEL LENGRIS WHEN SPACER 0 IS ( E USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX AS.D, MUM HORS SPACING F s AS SHOWN 0!I S93>;£1`S 8 & 7 MAXI ANC SP NG FOR Ell APPLICABLE - MR%9btVM DESIGN PANEL T AtPCON lAG SCREW P TE ANE AMA P.ANELMAiE lt'00p BU SHtNC PRESSURE RATING'L` .10 $ & ANY a'RAtDNAtiON LENGTH e.1. (P ) FEMALE ID PLUS OF THEM ( H. 7 13' 13' 73' 13` 13_ lw (lop) t3 71 3 13 8 W (t DFHOA ) 1/2' 6xR 6 1 T J 8 X IJ S 1/2- 6 1 2 t?P ) a t 4 l 12 , 2 / 6 4 J 2w BUTT. ( ) 5 O' _.- r - ...._ 7 1 / .. . _ B .__ 6 - - }W OP° R r LESS 7 I /2 E B 3W (BOTTOM) ,3' t .v._ 3 _._,. T3° _1 3 _.-_R 3 (TOPj 4 . 13' _ 1 I (BOTTOM) T 0 +7S -75_ 13'3 'J. t=` 1 ` - 1 0 w POP) ts" t3` 73" it / ( ) @ 1/?' _ 6 i/2' 6 1f2" --6 tj2' _ _ �6 TJ2" _ (TOP) - '- - t 4 12 T 3 I @ a 4 ! TTH LiOtT•. ( ) >5--0' < 1JT 3 _r_ ? 1r2 .,7 Sfa T _ 3W,1 J' 7�. 5 1 / 5 x B' $ a }Y( BOffOIN ) _ _. _12, _ _.,_-_ J 4W .� _»_.., .__,^,_,. .-_.. __,._. _ _.._ ._.,.._m_ t •__- 4W 80TTDM • SEE TABLE #1 FOR MAX.(. AS.D, DESIGN LOADS &MAX. PANEL LENGTHSWHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I R= is a AS.D. OEM LOAD MAX �y PANEL 40 PSF OR LESS 6'-13' > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fD OR PANEL MATE PLUS ANCHORS & W/:9 SP„{pV%iw1q,j? 1/2- O,C,. INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'a TAPCON _.. _rgp,nNG POURED 1/4'P TAPC(n __ EXISTING POURED ANCHOR 0 9'..O.C. CONCRETE OR ANCHOR a 0` O.C.CONCRETE OR " CONCRETE BLOCK Ar CONCRETE BLOCK RECLAIMED. t ,. REOl11RE4, C } �� t - ` ,Iz i,/4 f` -I Ala" )1/4` LD.• _ I , Ell .z I I J. I 1 I - 1 I 1 J `C. p 1'+ / taut" .. t4_4. ig w 1 etlL -_ ,it,.,:.�. -,�... d' G A4 - ,.^. i tD� Ern nr2t: hP- gtaR 1_e`T I j I °L` Hex, 4>� PANE-1 LENGTH --. yA-`-='f=='-� (SEE. ELEVATION i- Miin. #.� t I ON _T 12) EPARATibtr TO GLASS y j i {G j-._.-4 i) 7j2 EXISTING POURED ED' CONCRETE OR CONCRETE OLD" RED ICED I/4'4 PANE114ATE PLUS, _,..... ANCHOR 12 12 1/2- C.0 SEE SEFTS 15 & 16 FOR ANCHORS TYRE 8 SPAtMIO FOR MSTAIAlbN1 IRO TROD FRAME wkOINGS. Ifte 1 ANCHORSFAGNCS AND "IMUM EDGE DI TA CE ARE INDICATED ON INS, SCHEDULE., FOR E.D. LESS THIN INUKATED ON SCHEDULE REDUCE ANCHOR SPACING BY WATftTAG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS MR THIS OPERATION TO BE POSSIBLE REK=D SPACING OBTAINED USING FACTOR SMALL NOT BE USE THAN MIFIWM SPACIPO INDICATED FOR Ok04 ANCHOR TYPE WI THIS SCHEDULE_ 'j4 1/4'R AMC" TARE . aw£ "Nfun _ I@ AUJII:.;;K s,a dn.) I a "ARmMUN4sn 1 on) s s eP1ANCF WIT ;o,KPmW IWKM (,) 3 a ,/3 AL1(RL H7fE 96DF(t a`A} flaw -- , t/r _ az - - -. a !a' . _ ..... 3�/a—__ aza m __..- _ 6 a 8 RED' EX STING POU CtlNCREn: pR _ - CONCRETE BLOCK REQUIRED. 1f4`0 PANEIMATE ANCHOR (8EYONp) WAL! MOUNTINGS SCALE 3/8- I' I I I � 4- 11) 14 5t 11i sr I AT ik OSi4JAN' I 11 I 1' MAX. , i T 6' P4LENGTHSEEE ELEVATIONqq DN f SHEET 2 ) 1 7__ I _ j._. I 1 ) I_- `J) - �s as 1 3 - '- 1 = I ,------fj. { (eeYaNa) --___-.__ FLORIDA CODE Hurricane MAXIMUM A.S.D. 1SPACING MR REGULAR -SIORM PANE ICOt4CFtLTE-&-GQNOEM-BLQQLSTRUMRES (VALID ONLY FOR PANEL(]) INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) MAX. A:SR• DESIGN PRESSURE. RATING (P.s,t,) MAXIMUM ANCHORS !,`PACtiiG P9IT MIN E.O. PER SONEWLE BELOW APM.ICt&.E TO SECTIONSMAXIMUM j & AM' : PANE7, LENGTH 'L' (n,p MAX. A.S.D.. OE9CN .PRESSURE RARNG (P,4.t,j MAXIMUM - - ANCHORS SPACING FOR MIN E,O, PER SCHEDULE BEI,Ow APPLICABLE $ NT; ANY J.MFM OF 'THEM ,MXIMUM PANEL LENGTH 'C" 00 'TAI7CON SQUQ-'SEf PANEUMATE FANN PD P :. TE PLUS ZA4AC-HAIUN . - G4f,)C-tN TAPCON SOUD-:SET PAN !T]MLE, TE p PANELMA: PLUS .. ZMAAC-NAJUN CALK -IN TQ aXNCItEwTO s.. TO c+keaa'.af L'1Y aDl�wcTe - - C17MSIN TON OF THEM Gd Rft6 70 vacwt - CO S.t@ICt.11E O ,D TO al oe !X> BATE i3 t3 13 i3 f3 IS t3 t3 13 is -73� ~ Ib" 1 S3 �^i3' 1 {TOR) 1 i 7.3 13 13 T3 Ta' 13 13, $3 X3 it 1JZ (TOP) 33' t3' 13` 73' _ �}3' - 13' - 13' 13' 13' i]" i (80ttOM) I3' a3' t3 = I 1}' t3` t3' h3' 13 t3" i 93' _1} I t/2 t Tarr7M). -4 +45 9- LESS 6 6 dR +# _; 5 5 s6R, -66 Ca( - LESS ', 3' 11' -� t3' @" 6 _ ._ i3 13' t3" 13• 1 - 3 t ` 3 A.a 7+' } .._.__ 13' 13' 13'� t3' 13" I 1 ", T 2 r — @ t3 "N-"' IS' 13' I 1*y' 1x" 13' 2 t 2' r 7- . t3 ) 91` h3` i3'" 1' _3 f3` 8 1 I ,' @ T 3 `-_ 13' 73' 1J' i3' _ 13- b , 4' / _-._.-_.. __ t3 13" _, ,3` 13"T3- 1 3 f3' I 1}` ``: T3` i t'°jt- 2 .. z 1 2 ! r N(-� e 1 ,3 -»i} 3 , ..�..-.,} �._._ _. �]- 13'....._13 13' 1 13- _ 13" 13" 13` _ @ 9. I 3 ,' _ t1 13" 13" t 1 _ ' _ _._ � Y3 _ '3° 13" 13`� !3' t 1' } 3 _ 3 13 B t 4° 8 7 4' J r '? t'2 -._ @ y ._T t" 3 3 - :,F_,DADA - t t i ' .„ 3 93' t}' §" _. i }• 2 POP) x 6OTi1M ( ) 3 (1'OP) 3 1301TOM ( ) OP _ # fH3TfO ( M) 5 OP- R) , ._,....--.. 6 TTU (BO M) 8 (TOP) 8' _ 13" 13' 13' 13' 13` 13' i3' 13' tY 13' iJ' it 1/2:2 (TOE) 1J' t3' 13' 13' 3 t 3` 13" i- 3 3 3 - J it 1 ! O•O 13' - ,.. 6 _ 13 : 3" t i3" 93" - 5 2: T !' ..__,.....,.. t ' 3 13' t3' 1 +. ",2 2 2 J 8 1 3 „_ t 3 t1" fi h 4' - eS' a / 2 - 1 3 ...__ 13" 13' t a 1 i" 3 B 1 4'B / . a B' _ t3"„ __ T " 3 t3" t o+ 66 t' 3 1 4 " / : a S2 ! J .._ t .1 t3° 'A', t' 3 i t 2 2 / B }3,. _ t3' 13• _ 1' 3 2 1 1 r 7 1 2 iS .... ,3" 13' t'- 3 i t3` - l- a. 1 B @ i3" 1J � _ .._..._ 1 ,3" -.- _. 3 4 -. ... 13 1 t3' i 3 " 6 1 / 4" @ @ 73 i 3" /3' 1 4 11 1 2 / 6 1 4' J s 1 t 1: 2 J __ 11 1/2 _ ti t/2 b 4 dP - 3 ) R_ 3 130TTDA1 (BOTTOM) (TES} 4 BOTTOM) ( } (° 5 DP„ ) 5vB0TTO-) ( ) 6 R1m} 6 -l�Tf. 73` it j 5" 7" 13' 13' j{1�4 1(2 - 13` t3- 13"$ Y 1/? 53• 7• 1•' T9 T .. /2 7 1/2 t0 1/2 5 1/2 7 1/2 13` )4 tf2` .3` �6'P. 7 POP) t (BOTTOM) 13` i3' ) 5" 7 if2' IJ' i3' 13' 13' ta^ _._.._.�._... 13' _ 8 i/2" ib' 13` 13' �8 1/Z' to- 8 1J2- 6 ijZ' IT. _5` t3• _TyS 5 1J2" 1/2" t (TOP) 1 (80"aTfW) .. T'O tb _ 4 i3" ._. i3° 13 " _ 7 1 j2 B ' iJ' t}" tY 6' 7 t T a_. J 7 t.2" ! g 3 - 2 8 1 6' V3" 13" 1-" 3 t .2 2 r .(. 8- s` 1 3 id' : 13"_ .. I3_- a'3^ __ t' 3 1 2 1 2 f { 6 13' 13" 79' __ _.L _ i' __. -r i ' 3 674. r. 7 e` _ t 3 1 J ,}^ $ 7Jx" D" I TO' a , 4 f # e t 4 1 tl` IS 4J2' 7S" Tr _� 1 .Y 1Z. i[ / 8 $' t' 3 t3' t3' 8 i/2' I_. t5' la' ➢2 T S. 4 - CIO` I' Q B 1/2, 9 1J2";B tf2` _ s^ t," B' 4 II2 ,. i. f2 S 9!Y` ( - 1 @' _ ° V t @ 9 t/2"b ,le' ,3' s' i3' 6 / 4 / 8 1 J7 7 a 2' ! t^ J 1. ' 3 73' S 1/2' ,61 2` / _ e L 2' / 61 # ✓ 3 - ! b 2 / 6 7/2` x (Tt;P) 'i 9QwTK)M ( ). R ) Kati 3 : 1 (iOF2OMk- § (TIP). 4 BORDM ( ) (T) 6 80TT 6!! ( ) b OOPj lO 9 3'- 13' . _ i' a' s 13' X3' I 5' r 7` ..-. I 3 _ 7° 1 7' -_ 5'- 13" _ ' — il" s x i 2 t @' e' 3 13' t3"ALTO to -'J2_. i } t9' 7 T 2 a ! 5 TIE" , 73" tf4 13- — - _.__ T3' 6 9 ! 4 -!( 7` @ t 3 l3' 13• 1 7' 9 i (_� t- 8 /2 6 1 / 4 e 3 1/2" i 4 1 2' 8 1 2" / 7' 13"17_ + 1 a. : 13. 2 f 1 t3 , 9 r2 L t2 2 B 4 tJ ! @' 1 4` B- 8 t `1 € h ` t -9 3 r2 73" _s 7' 1-1 f2 70 i 2 t tO IT, 4 7 (2" 2 s Ali' O 2 _a 7O 1.2' / 3 lf2' 5 1!2 _ 7 i T T 1 T J : 3" - _ 2 , 7 2 / S 7/Z" __ 1.3 ?4 1/2' °3` s 7 2` " t3. 1. '. '1 /2 e 7 4 t 4 ! @ ! 6 1%4� 3 , 7 i 2" •. ' / 6' d' 73" 8 a J tT 1} ,/2' 2 (TOP) z BOTTOM ) e 3 P Ro) 9 nOM iB(i ) 'a (TOP) 4 8O C TTOM). 5 OP S 770 M CBO ). 6 (TOP) 6.14' ! @14` / 6 I @i ! 6 6 4 ! {tea 3 6 TT' 1 §. s 1 s.:. s l •- s , 4- B 1 A'r@1�•6 BOTTr SCE -SAM 19 FOR AMONG TYRE ¢ BXG VACFOR INSTALLATIONS, Ana, wow "WE 6U19DAHG8. S + MINIMUM ANGtl)R WDIF E ftio 4@IMUM UM DISTANCE ARE qot Atta ON THIS SCHEDULE FOR Eb. Less THAN NO-CATO ON SO»EOULE REDUCE ANCHOR SPACING BY MULTPL"Ki SPACING SHOWN M SCHSOR.t BY THE FOLLOWING FACTORS- FOR TTVS OPERATION TO BE POSS61. REDUCED SPACM+p OBTAINED DS04 FACTOR SHALL NOT BE UESS TRW WNMUM SPACING RDK•ATED FOR EACH. ANCHOR TYPE ON THIS SCREORL tJ4'+ i/l'q IJ4e t/!'q t/4'. 1/41 AACHOR ii'� - - - 7NMC-MY.M -- - _ G _w — T7:PLXN1 - --- SAY-9[iFEAMLE -- -- P MINAR)M ANCHOR SRACINO (In,) 3 3 a 3 2 In, 2 ,/2 MtNF4MLA4i6¢E x0ma"ti Tan) J ~:. S X/I s -3 1 u a i/2` a DYs�.I (n.6,) 3 s rf2"�- gin' -,12 11Jr ACTUAL WX 11159WCIE OJ FACTOR " n _a P_n - t asa: _ _u __ _ 1.a mB in - a__ •` SPACINGS ONLY VAU7 WHEN BRACER 9 6 USED. SE£ T 81.E #1 FOR MAX. AS,D. DESIGN LOADS &MAX. PANEL WHEN SPACER �)15 USED. , J` MAX. D.M.,2 -1, MIN _--v_ 3 ¢F - _-_ _ - --- -- --_- - _-- _ --. O 0 0 Gi 0 --`----------- r' ..,....__---_--_-"-_—.f.---n-___ _.,._.,_�,"... f."-__ -_-- 1! I F j I 1 { 1 •' j 4 T1 I i I I I I j I 3 I&" 01 a AS.D..DESION LOAD MAXIMUM PANEL. LENGTH 40 PSF OR LESS 6-8" > 40 PSF TO 50 PSF 6'-2`.. > 50 PSF TO 60 PSF 5-10' A MAX. PANEL LENGTHS ARE ON hY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C. ,....__.„_._.ANCHORS (SEE 5£CTIONS & fikTERNATNM ON SHEETS 13, 14, 15 &t8)--._.—,_ . .�__,.__ _.___,_., R-fA/13, R-2A/13, R-3A/14, R-16y13, R-2B/13, R-38/14, 31 R-iAW/15, R-2AW/15. R-3AW/I6. R-19W/15. R-2BW/15. R-396I16. I. -- --___... i ___ _.. .__.__... -I 2 w I4" s aT` ss BOLTS w L (USE FOR PANEL. L � � I - WAX. 1 OVER 7'-61 I � { }) PANEL LENGTH R REGULAR PAN 8 40.0. s,I. EGUk.AFt STORM PANEL LAR CORM EL i F I ! I f OVERLAP MD PANEL CTN 8U4 A71 _ _ __ (W/ Ti +- ' i -__ __ ___-____ -i r-B a + .D - w.e F STORM P ID 5k.0: G LIFE SAFETT 0RM ANSI. I OVERLAP MID PANEL HOLM` (W LENGTH JO r I r . r I 1. . r - - I A 4`e-zDzi' A _ , -. I I-8 TAN. POLICE LENGIN Ew i L/ - Ar ALL AO NnNCS ss. BD Ts w t i I _ i A. A a/ER j __ ___ _I LII 1', i r- .- I ,.... f II , - ­L - ," - !" "- _ ; � I I _[ -_ -, _­,_­-­­_­ --- L ­7_1 ---- - I _ 2) NOTCHES AT STUD L OCATI.ON 6 LIFE SAFETY "I_ PAN 934TT0M CORN i' C r E,. EiNs f7 _/ )t,.- ll D.M.. 3 �Y , f F __-DVERIAAP- '-O`dER71P-• Or \,:./ �^ :R, C tVtT AT CVTC6fA0 YANG NUT AT S' MAX 1;! 1 PANEL •-n x i.Ntvn RIGHT PANEL 3^ OBIT; �" VNSIAUATIONS ONL1 V/il10 FOR WINO ,' MIN. A/13. R-2A/13, R-3A/14, R-19/13, R-29/13 R-39/14, t^ MOT,; SPEED LR TO ,70 m,P.n, R-SAW/15, R-2AW/15, R-3AW/16. R-LBW/f5, R-29W/15, R-3BW/16, -_ -_ _ _... ......._, ANCHORS (SEE SECTIONS & ALTE'RNATdV£S ON SH£EFS T3, 14, t6 4@V6P. ....., -.-, -. <. ....•^ l r4• MAX: CAP FIFE SAFETY STORM PANEL i }ELEVATION (T) SCALE ,f4 Cl) (' } REGULAR 2.Ni87 - i STOP `-� STORM PANEL ('- "7JcF$hP <t VAi7lE YfN.lLt� `f PANEL / yt' tMx GAP. `H,,,`®..rT�L ,. 1 aWSRu.R- L#'C y`r'9 "�,\ Y ��6 IL LDFE (D PANEL "'o^ 4 *Il -`. �j FLORIDA BUILDING CODE Non High YW1DGif)F Hurricane ?lCi�-- 1(Jii D1 • ,•a.c,`t,"', +�°2° tatlz°A A4c' 24 GAGE GALVANIZED STEEL STORM PANEL D y SECTION A -A SCALE 1/4`mi" -_,,....",,.,.,.«--_..•.-...:,.--.-..- INSTALLAT .3N �I;��Al - .. ,_...._.-..DADA..-..,w____,"..«_.._..-._.,.,»_._.,.._—_____._»--,-, OR lEi¢ FETY PANEL I INTO WOOD STRUCTURES - _ iL 11 -- _11 .._3-, >riEk? ER - l .. WDO-7 eiM,ER ' _ _. - :. • ._ RF,4UIRE0 - H i t I .4,(a:, - - `6 TAPCON ,.`'-''-'' ,y .., !/'4"m. TA.PCQN E #NCHOR 0 9' O.C. I. - ANIO"OR M 9' O.C. .- t. -..... '"1 A:sti7t". HFIN7ER { r jr,• 1;UIRED .,- I,I ?4".f TAPCON ANCN(YR 0 9" 0C. ) �..,_<.. a"; - _ j( i , W0� HEADER LUVINIO t,/4'W TAPCDN ANCHOR a 9" O.C. j 2) u, 2 �, Ti '' -t ,,: r2,, iJ "ER_) .-i vJ::I - _} Y, ..J sW"v '- ', ll2' - 1/4' '., tf2" I1/4' MA%.. le. IfT- t Alf{- Yts.,... ., ;,. t/2' , I1/4. MAX. 1-__-. _ I ;: __. ,, _ -__. li - __- t - .-__ _ t T ) I I I ... N _ 1 1 t t " 1 r-- t 1 . `,%" -A, 1 1 1" 7 J�€ J 9 c n I -1 1_J �i,r, 1 a t/4--l' I �" i" 5,3, a2LtS 1 4^A.me, ". : ✓ r. 1 t9i w _. Ex Still 1! t Y 4 1' a I w .10 u1 al - . i k /4"--* ILI teats w "� T, _r. Y .:_. Al FA �� r—_b ,R CUSS E_._ w:--- '.. 4 , 1 Iewt9 a OIIC,I_ B r , F A t y7; �� �(' ;+ (_ '(4OM FOR Ryp t>.A'iS P t I a MOVOT PAX T-ew I ,.. tXA:Ts '. CLAS.S'�'lu - ..- j t.._ Ar rA .- ; EXISt7N(; O rc __ ,:€3,. '` I - GBE AP` Pao. "'�-II q 1 IMta11t OJO Y-4,9 Cd1,Ss q I 1 -t. n d - L„ 6 t.. ` °L^ MAX N I E _ p i I 1' MAX. EI I _..- _ - __T _ -tu- U-=:-- .:--. ,< _:' _ 7 'L' / B' _ PANEL LEtiRa II - R..... A- ttt - 1 'Max. 1 q. N___ -_ L.__1' ,_. A B. PANiE"+ 1i114TM al 9i :._ _-_._.,� € Max. ffi t ( .PAN fl EVATI N R t __ 7-^ ii E _ ._ ___._ .) (SEE FyFYATty4 �I I P R GTH ON 6HEE7 A2 I ANEL L±T ) _ •__ _ ,-._.., :.f-- _ i-- q 6 -(5Ei ELEVATION 11 i - ON sMtli 13 r t....- LION I ONE SHEET ' ON SHEET B i 9 i,. T,,., ._! t Min. .=' r_. B I tl 9' Min. , j•�, ly^^,-SEk'AAA710*r T LbJ ;2 ! ��TtltlU95N i I 41 } TO GLAa^s.I✓ , I { �-'r 6a i e to 1 @ 1Y t t n n' F.; ' ',. ON SµEET 12 a ) 6 1 M I \'.l i 41•.._..SEPARADON....„ :. 9 TO BETE.- i '� y.. ,(` d 1 -'J 12 n.,__ ^._ ____'^4!"-_ -`� X D 1" 4aF y TO GLASS_ a f-" e t / N 1 t 1:-:-- rr" I - i { . f 6' f $ i 1 EO. , �' I. -__ - I 1 EQ. 1 _�. .- 1 .. - } EQ-. -- -�': ,+i' 4'A-w.}/4' F i/s £Q. : _ -_ ___ �.-_' IL. _ 1_ HEx Nx _ M I ' , {{ 1 .._.N I) ('A t4 .. __ .} �.. I. 2 s4- WOOD. '.. i', • to t!a- tvu D _ .c. . . PLATE 7f2w ^SsiaY+M§'M5 I eats w = j : 7,�4.0 TAPCON L',•I 9 i P TAPPAN '', ANCHOR.6 :.F i REO4FIRED _.) ,._ _ �d`0 TAPCON Z•s€• WOS�Q ,, t;. _... d :i @ 7 i J2 O-C.j ., ➢ )11 ' '; : I" ANCHOR a 9' O.C. _,1 B` CC. SYAOCEREO WJ STUD ..' 7� , ` ;,Il STAGGERED Wf STUD .ANCHOR 6 9' o,C- PLAT£ ,, ', ;; REQUITED ��'1„ __t f4`sTAPGCIR ANCrTOR@ 9" O.G: °'I a_... ` _..:._,. . %._.... .__ 2'x4' WOOD -.., f I_.. _.-_ , s': -.._ 2"k4" WOW -P•LATE I ,.', .''�, PLATE REDUIREB .. .,_ _.--_ ._ "' _ REWIRED �. ,� '.� , I !.. '� _0 ,. •_.i .. ;.. _ ,._._:.. I I , _ ALIl`BLti � R-TAW A- HAT �� ALT£RNATtYE N-29W O RE j�� 9 �t �AF� PANEL WALE MO�N7 m L 3/8•t' Q,129w 4 LFE SAE} PAs�EL PIOUNM,I YI<ALL TIC j4i SCALE ifa_-, ffS t INSTALLATION ARE ONLY VALID FOR A.S,O. DESIGN PRESSURE RATINGS (P.af) AND PANEL LENGTHS AS a A�r"""+?-,Fld ^' �' FLORIDA BUILDING CODE (Non High V@locff NMr 'cane Zone) caom. ltl E , 4d1 &� /� \ 24 GAGE GALVANIZED STEEL STOMA PANEL '� * 1 * * �= - � � �e l��� \ GLOBAL PROTECTION PRODUCTS, L�.C, v/>n/Dam E C PER EL, ON SHEET f2 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD q', ATALE OP`^- ; '"•t-.,._�-" f i { F,. i O INC. •. 4Ms at6: s.w, sl sTNNrOT MEMBERS TO BE SOUTHERN PINE No 2, WI SPECIFIC DENSETY OF 0.55 OR EQUAL. yw Ort.:'.CGR1D .'-.NP"Ze•? ts"'Fy TTeulaatlaNEaRIFaa�ca �uAariF, :w- . (aeX +ot-teaA 4FAM -. 'y +=' .,.a PHO- :. (i34)Ba, ;aa�, tL a7st4 20-175 , rAX: (@n4)ln5-6787 :Hsi CA"DDE18J,8 NAH#M 3t TUIe/QA76 WAL M A TIRiiC ,., PAC .,TF eA f _,4F' '"'", " w , a Y7EET IS O I. 5 (1-JUNSIALLABONS INTO CQNUETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS f THRU 6, ON SHEETS 4 & 5) MAIL A.S<0, DESIGN DES PRESSURE RATING (P,s.(.j . MAXIMUM ANCHORS SPACING FOR MIN r D, PER SCHEDULE BELOW AF Z Ti & Ael' MAXIMUM P ANELS I.ENG TN •L- U4.J AiAX, A.S,O. GN P ASSURE RATING (v...e.) MAXIMUM ANCHORS @POETIC fYtfl MIN E,D. PER 549�.1EQULE SEt,OW E HOP & ANY MAXIMUM PAN0. 6£NGitM "L' {r9.) TAPiiQN 64U0-SET A4E'LMIiUtE RdALE id P E15UiTE PLUS TAMAG�NALM ChLK-tN iAFCOM -S S0L4B ET P TE FEMALE W PAN TE E,"MA= PLUS 'LiMAC-NAtt)N iALI(_q) - m itu1' iE LTo 9s DO, >e sa m "" m m to 'm.. Td i@ o- THEM _. i3 , 17 13 13 t3 • 73 73 73 t3 1Z 71 id i . } . , iJ r 5 13 ,90 1/2 13 @ ir2 93 ,$ 1I2 7 7/2 5 7/2 - . 13 4 1/2 1 ilW. - t3` ( t/` 13" -73' T3' 13' IS' tY '13" ta' ,}" 5a'�F -. (BOTHOM) _ t3"6 ,/2' _-s 73' j 73' 1}" 8" t3` , B` t0' 7 if2" t3' B' 1 (BOTTOM) -5-% -65. . ®. 5 OR Lis .75, -75 5._6. OR _ -v F 1' -I 73 Tt _1 t 3 i i 1 3 .�..-_. i ' 11" 3 { 1 3' .__._ ) 13' 1" i ' d 13 t d " 2 GP' R J 7 ' 3 13` rill 2' / 13' 6 1 `6 / T 3` t 2 i / 7 1 2' / S i /2 1 , t 1 l 2 Rom' ) -� - 13 a 1 I T- 3 3 11 3 9 /2 A i ' t3 / , 1 tl /2 7 , ' / 2 b t Ile 3 / 2 1A (BOTtO ) tl i s t at" f _ _,,,,,_ a" 5` •r w_. _.__..- T T, 3 13` t It" t5 it' - - _ t3' 13" i. I' a z / a . __,___ i} __.___ M3` t 13` - @ t j4' - t3' Y3 1 t x 2 J s _ T 3 ._._ _, t3' 13- ! t 13' 3 5- , t3 1 6, 4" r@ 1 4 J I r �., B" 6 _ _ t. t 3, 3 ,_._. ,_._ T3" " 13' t8' t3' 13' U' __ t /z __ 8" D 3 _ _....__ f3• IS' t 3' t " 3 t ' 8 _ I --I f2' _ 11 _.,_.._ tY' 19__. i t 3 7' 13' .___w 33' t.,r�j 12' T ' 2 - _ _ 6` .A ____... ' 72" '2` t 3 t3 b 9 J $" 6• .3 ,_.,....._ 13' t_O` 1D ,9 s 4' b! 4_ Fj2" 1 0 .._._. i0' 2 BOTTOM ) ( 3 RQP) PT- 3 9R7 CIAO L 4 (TOP), 4 BOrTgM 6 -� R ) _.�.<_.....,_ (�17014 6 (SOP) y -- 11' I�7' T" _ e' 1 6 x __ 3 / 13' 7° 13' ( 5' ... -- -_ - 11' , 93 t '+ i 2 2 ., Z@ J r : B 1/2 8 1 n , - r 73 t. 3 ______ 79` } i3 t3 j*O t.JT" t " 3 _1_ t 4' / 7• B' , } 73" 73' 9 t 2' J B T 4 ! , J rY B `F4�rf2' �b i/2" _ t 8t 2'101 3 ! t f f- 2 4 6 4 ! _ B " i q^ :_.1 �° 9 4 3 ty ;9 if2 73'_$ %r2' / 2 - _ 4 - 2' 8 t T' r _ t0 t/2"t7 7 1/2' _. 7 1 Z•- / _ 3" _ 7 z 1 r 1/2 S t/2` - — 13 @' - a 4 b t §' 19 / a i 2 T. T 2' r. -. 7" 3 , S , 73- B" 93 4 1r2` _.,. __ - L 1 (TOP) ( ) M 3 (BOTTOM) { 7 A OPLESS (TOP) 4 60TdON c ) s ITOP) � 5 (BGYir7Fbj 8 (TOP _. .6 1/}^ - 6 ,/V' 6 1i4" , - - .,_.T_.,_._._ - - a 1/4- e 6 1/4' 6 COO"...).T9 Ile f 4' b I @ /. 8 1/ 1 , -4` 18 I 1 4`: t 4" 8 r 8 J - _- @ 9 4' 6 1 14' J / 6 6FYF I ) _t3' ? tI2' 13' ";I T/2' t ' aS T f2 ":"F 7 t .- M T' 3 / }. n - "`"`� .; 7 1 2 •3 l a J r -.,.:.,:..,. T3` :7 DIZ - ? i+i+ 1. ,Y 3 73` 73' 19' t: 3 __ 7T 9, 2 ! 'T a 8 _,. t3` 11' t3' 73` 13' w 1 ^^ 3 2 I _ t " 1 2 I ! E. ,.._._ Y�1' 13' 13" _ id' t1` I10 1/2 13"- t ` d '! 9 2--� n L: 0 3 r -: 1 r 4x°.B 7 4' 6/ r 7, r z`: 4 ,._.6.�.<.{.- tJ" 33}0 1J2' -'' '- t t 13 : O x 1 _13' 13' .,.i ' 3 t1 .__ x i 2". r e` .._6._.� 11' t3 10' 70 1J2 to, 1 9 O 2 I i 2'A4 _ 4 6 T@ J -- 2" r _._.,.. 10 1/2 - 10 7 J 2 11` T', tJ2" 1T' 77 8 2- J 9 2 __. _ 5 B._,_.-- Ti .IT" 1 1 ' - !2 i 6` 9" ' B` a` -. T - ` t 3 2 J 8' 8' _i3' t3` 13` 1}' _... t J 4" 7 jJ 6�{ iJ - 13` 8 }(2' 7" '6 7 ! 7" Y r4 •- [ mm7' w 7' 1 (TIP} I (BOTTOM) x 3t#• ( ) M 2}' (BOTTOM) 3 AXON 1 80T OM ( ) 4N OP (TOP) 5. (BOTt6M) a (T{}PP) S 8d1TOM ( ) y _ 6` TO $A_a" 73' 9' il' 101f2' iJ' 6 1/2` 73` i6 9/2' 7 1f2'15 if2` 93' _i+ 1fT' % Rip) 6 TO +75T� 79 +m-me 13' b tf2' ,3' S• 7` " 3 7` __ _.__ __ 7" 3" _ - 6-}7`-_- -13' je tJ2'. 13" 7' 13' t3' t3` id , 2 __ r t3` -1 ' 3 _ ,3' 13' 2 T 2. 12 T 2' ./' r e 5 1 T r 6 t f2.r ,� i3" : 11` —t-- 13` 1 73_' 13` iJ' _ � 73' 1 3 _,__. 6 4' I 7' 6 .._ 13•__ 13• _ 9' 6 1 `. JT s l a' 1 1 8 T _._, b 4 ! 1 J 2' I _.� B' 9 Ili" :3" 1 9_ . 71' !6 1/T . �. i I 9 z 3 J t. i.` e 1 3 ) ! iZ , " @ 1 / J e 4' 1 ,.-. 93" 8" 'Y I 13 4 2 I 70' 7 1/2' 1/2-T1 to 2 J i Td 2 :1 ,t 3 I 5i/a _td' 1 10 2 / 7 ,/2' S 1/2' a J2 7 1 - Y 9' 7 i/x` 7 1 �" /- 13` V 11' i4 1 2' r i-s I z ! i' B` 3 & 9 4 @ J r 6 t € 1 2 . 2 /2 / 1 - s3` fi'-, ,3• I 6' t (a0'iTdM) 2 (TOP) z ed,ia ( ) ] Rom'.) 3 BO'T9ON ) ( 4 .It R 4 (BQntlM1 8 (TU') 5 (BOTTOM) (_OTT ) v(TOP) +3�_ 7 1/a' 13 i3' fJ' /0 1/2 13" 10 9J2"Yt if1 6" 13' 7' 6 (TOP) i}" I 5' -- t3- 6 1/2' 73` 6 I I 7 1/2' 5 1/2' i3- 4 1/2' _ { .-- 8 ifA` 6 1/§' _13' 6 1 }' 6 7/4' - D -- - -. 6 tit - is ifi' fi (OOR.'•} ' - - .,` 6 ,f1' E 71A' 6 t/4' b ff4' - - - - 6 1/4' 6 lft' $ (BdTT,w) SEE 51tw 14 FOR ANCHORS TYPE & 6PAC7R6 FOR Iftsl&L.ATON6 INTO Nam FAIAC WILDINDS. w W,NIMLM ANCHOR SPACiWS AND MNMLM MOM DISTANCE ARE MOICATED OR TIT& SO4MULE FOR' ED, LESS THAN INDICATED ON SCHEDULE RCAt= AXN'HM SPACWO OF MUL71PLINNa SPAYING SHOWN ON SCHEDULE By THE FOUD"M FACTORS FOR 1 05, OPERATION TO Be POS9S8LE. REOUCEB SPACM OITA41E USING FACTOR SHALL NOT BE LEM It"MINTMHV SPACAND NOICNIED FOR EACH An R II GN THISSCHOULE. tJ§`. ijt . 1/4•. t/!'a t/4 . 1/4`. ANCHOR TYPE T.I.DN �Affi-#r(now oiii,aVTR L -N)AAi C"_ MINIMUM ANCHOR SPACING (in.) a ; a J 2 I/Y 2 to Nl,NHUM ta�E 0•-)- _7­ s efa• a. a a 1/a•- _ a _ OSTAN(F16A3 tt%tAw ea.r (' i 3 l:• _ Sin' a ifa 3 ifY _ A14TtfAE:. am Rf6w" - FACTOR T 1!T a9s _--Bea . - - _ .._ `- - 2 n_ DAD a___.: "'Ir - t.bP Im - ,m .DIG ++ SPACINGS ONLY VALID WHEN SPACER i5 l}SED. SEE T 11 FOR MAX. ABA. .SIGN LOADS & MN(, PANEL LENGTHS WHEN SPACER IS USED. 1/4'A IAPCOH POURED ,/4". TAPGOR __-EXISTING ANCHOR 0 9 O C CONCRETE OR ANCHOR a 9- f' CONCRETE BLOCIX RECLINED. ,11 I-- ,1 _02 F c 1.1 3-f" 1 1/2' GAIN' P r frs 9 I ijt i " f 1 t� ,TABLE #I A A.S.D. Dam LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6•-B' > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 6D PSI`' 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (R SPACER AT 12 1/2" O_C. INST T O I P ITQ POUBI ;ONC, _RET�R CONCRETE _BLOCK STRUCTURES E%i5,!NG PpIiREO 7j4Y TAPCON _, �'XaSnAG POURED _._. D,C, OR ANCHOR N9 9' t].C- CONCRETE OA CONCRETE BLOCK REOUIREO. �# CONCRETE BLOCK s REOLtREa. 11 ....,} 111 ,a d - 4 _ ._. -._._ „f.. I I 0 1 4 v If MAY, I I 11 111 T ih-5 AEA. K1Hi- EP 7 24 EX T NSA TO Ga s. k,6. @I... CLASS �t{L. , ( E� 16 3.s. w t ' 7 �iTS . 1 1 -.. P. A Th g , .. I DADA -Are.: 9F Y 1 I ' I A Y EA. / n 7 p 1 I A `k.` MaA. B J." i" MAX, C 1 AN nN . EL IiNc � 't' a_ l A 1 6 PANEL tENC1'H ]4 - -- QA I* - .-i-_ } CBE_ ELEV Atidry ON @HELT 12 � A 1 N I S. 'Z ELEVATION ET t B ON SHE 2 IoP.I -SEPARATroN--'- TO GLASS. 1 1 it I tt 1 t @{ 1 - 9 1 Lf2 ; 5" F iIt"f. l 7 1 ED , i { I I. v VT 1a` Ja 3..__ ___t ( g} t„11 1/4'e TAPOON+ ANCHOR 0 9' O,C, RECOCRTE. OR CONCRETE NE. SEQ-0 O REGULAR PANELS WADI hiOUNTINGS SCALE 3/8-1" �. _: 6 ( +",:' 4.•,: T I @ Tit, OC _ T R _, I ! _.___!__.,. -_.t , f 1 . �. _9f4'e TkPCON J ANCHOR 0 9" O.C.. i EXISTING POURED CONCRETE OR '2'ONCRIM BLOCK REQUIRED.. SECTION TY R-1B O LJR SAFEPANEL EETS ME SHt6 It 16 FOR AN040AS ANCHOR Ir1w t/}'W-.. TYPE A, SPACD FOR INSTAUATONS AIM 4 Wow rww_ BUILDINGS. M&SMtiM mom SPAgNGS AND MINIMUM LTIN O6TANCE ARE MOCATED NON ENS' iL»BORL NOR ED. LESS THAN aD7CAiED ON SCHEDULE REDUCE ANCHOR SPACING itaNMUM: ANGFDA ffiI'A7Aa (Xa.) � } ,-4-TOPAaw,+. 1I 1 AstA 0-1 }gnaw M.d, lac}'- 3 a IOU MUtTPLY" SPACING tDRsxw 1- SCHEDULE BY THE FaLLOwwNG FACTORS. FOR THIS OPEAATX#F iD ftE POSSieif,[I AMR, EDGE MIT= 1W fAG7fM /2 - RMUiCfD SPAGIMG OBiAi1£D U@7NG ACTOR' SKAU. NOT BE LESS THAN -- -, ...- 2 t/2 - . _ .-_ OA, _ - MIN}ju SPA LING ?NDFLATEO FOR WH ANCHOR ,YPE ON THIN SCHETOULE. 3 .. ' __.•.. 3 OAO ..-..: i# t fJ•e TAPC(NI --= POURED ANCHOR HID 9' D.C.CONCRETE OR CONCRETE' BLOCK REOUREO. . ',�.t -0 t... E D. 01, 8 4 IF^-SEPARA'TIO N .-2 Ex N J A lSTIYC4#1 TO I le GLASS `ss. eDixs w GLA 5 -Q 4 _..: LN , a l K LAt+c» o.EI a n If K . n i' MAX I 6 PANEL LENGTH MTM (-SEE ELEVATONif ON 9L>•Et t21ii F II 11 - --_ - _f B 1 i 2 I r �, 3 r — I __ _ _..___ -I I i 1 I , I 9 t/+'.-2ate -- :-- Es aN.m X T T Al G ; 'L' MAX- PANE LENGTH {{ s L€Nv I 1 - SEE ELEVATION ( ON SHEET i? I I ?_-_ f 1 - 1) L . Y@" , E O• 1 i E.D.+' M Ao I t M 1a { YJ ' E4 I i EO T - t '4Y-2O 1 4• —6: - at4-a-alit/+' EO 1 Y5 elnc tia Ms. _.. iS ,Ntr 8€w Ms. M w t @7tTs w I a 12 1/aac. f a +a t D.c. /� 1fF s TAPCON tom,_ 4/4'R TAPCON ,iNCNOR 0 9. O.C, ANCHOR 6 9' O.C. EX9S¶NCr POURED CONCRETE OR EXtST7NC POURED CONCRETE OR `CONCRETE BLOCK REGUIREO. 'CONCRETE BLOCK REOUIRM. SECTION R-2A 1 LQt9 R-7�B O REGULAR PANELS O LiFE SAFETY PANEL nFHfAFa.•. WALL -MOUNINGS SCALE 3/8-1- CODE -` INSTALLATION DETAILS F N _ .._ ..__.-._, -. F_Tt! WQOp STRUCTURES _._ _ __ -. � ,II.L � ­1�z11 -- --,-�-1- -----,--_. -'_._ ,,_, .._-AWEOauIRNEAG9ER . .. ., _ _- "IWWGIDRE ADER ­---,� 1 -..1 4'! TAPGON s t.eo TAPCON P 7 , li '-,"4" OR A 9' O.C. �; 6 9" O.C. 12) i i -1 1J2- #1f4. _7 1/2« 1 1f4. IM t DA;a '. : '.i: M'n. . 1 I �� LJ T _ �i_ 1 S._z �9_..1: (j w�� D�I� I R I RJ4'w-2Ea1 EXISwi rt 1Ip[ I t/!`N-Sr9` k. -. - A _.�: TS�BOL79 W . GLASS q 1 5�1. a€X.Tb w ItES i _ �.. q a _ :A. f e r RASE EXISHN�tC,,,II -1 iA it 1 M7DPt HAIR 7-6') it H C i Ti r 1 } "L" MAX. MA% tl -__ . _L -. _ L �C� •,. _1.___._ II I ! PANEL LENGTH T -_.: _.-__-...t__,..A 8 FAdNEI ..ENGTH II L I (SEE ELEVATION B 4 1 (SEE ELEVATION +' -- ,- _A-:_.. _T .- ; ON SHEET 12) If .-__-'iF-11 ----.. ._.I ON SHEET iz) N T I Tu. 8.. i MI SEPARAittNN n_ _ y,r.:;.-..+.-.:-.. - i(""'. _._ ....suej MI I` M"m. .. '�, rI Y.-1 i 1N--�-��*,EPARATION 1 d,-,J n c o uss i--Tom,--- 1 TIT 1_._..r1 ( $" I ,. , - ai a'x4` WOO(X s 2'A4` WOOD _ PLATE PLATE R£41UTRED «.. REQUIRED - i 4"M P ANT:LMATE Pius , ': 1 4'e P 'iE _:. J A9waMA Plus MICHOR O 1x: T/2" ta.C.. - ? �_ +4NCF,ofi 6 12 ill" 4.C, L ; v , ;,. ]1/ .T...__..__. ^___ f' 3_.. _ .. , _. ALTERNATIVE R-38W Mff j9 LIFE. SAFETY PANEL tH.I.F.NIf,... 1 f� jj jNTINGs ,'R P'till 11, ., scALE 3le..t^P'.:•'' GEN " ✓,p '% v '''•.` s .44167 '-. = FLORIDA BUILDING CODE (Non HI h VeloclifHurrlcon! Zone L -k . it t - -- 2 a' P2°74'• �. 24 GAGE GALVANIZED STEEL STORM PANEL I '�, T. INSTALLATION ARE ONLY VAUO FOR MAX. A.S.D. 'o •`. STATE _ , ty g /t DkM' DESIGN PRESSURE RATINGS (Ps.i) AND PANEL .O `- CORD' I - F - 1l L t E C G jKe GLOBAL PROTECTION PRODUCTS, LLC. 8Yj/DAB, LENGTHS AS PER ELEVATION ON SHEET 12 i'`PF' -- 2 FOR NEW WOOD FRAME CONSTRUCTION- WOOD +rrr S/l3NAL tia ( -,4 in �,-+ T17uF res - & t]fa _ 1— Y a R s,w, s1 tTTgt - ,,, f -,t l _ '" RW. - et m. 1W.'rA�,. eY9m. n .ilw 6LSiE iL IlJ1r F. t, _7 20-175 MEMBERS TO BE SOUTHERN PINE No 2 W SPECIFIC:. ,if oust G .r.. _s a1i_,Atr. Mldvc (ass s+s, FA (WB+)4aF.m 1 / u DENSITY OF 0.55 OR fS}UAL. - ,-.e4 00"a' w4... e.A 4A. manta+@ nq. rMaW8719 L__�_.m PLC- 5 ./9.•>M,EWtEJDtTE wAa1ER A TUIT 4'1 1£ aA m_14 %PINT t@ OF NI a) N Cn N C6 N -1.-, U N Q 0-0 C _0 L_ co.M U (nN ^1W Q M _- O " ^L C L O ^, W CCD O O I �'j� t V LL 4-- O _ Co `` =/ _CL ^, W L O W -6--i /��/ L_ L - F-" ._ `}^J vJ Q �>x t = .4" 0) � Lu C3 l- 5 = rf Tom. C (9 G y 69 7Lf � iA3 9! . t- PA _C:I C,4 _= N aS .�- N � An 4. (EA w C � W > s = as w ._• •KT cc 3 3 CO l7 d A U .= c Q 9 = •- :2, (n a .= c E O 4 p_ U G w J -6-K-^+ W v M t0 i OL U O 0- U) M� W LU Q z z J n SHEET NO. IS 1.4 e _ ._ EZI/18, EZ I W/ 18 ANCHORS - - --- --(SSECTION EV & ALTERNATIVE EZiW ON SHEET 18) -....-..-_.__. EE X' MCx.-- 3• Mox.-- " Min CV(SEE NOTE 2) -',i 1,1w'@ "NOTE 2) 1' Mm., 0/4xi" S.MS, - : i/2• -' O tFACH END -.._ ,• :--._r't---d--: . ?-=---'- . Sf t6 t 4lSMR<UM Dr,T) -: 'T f .�--r '---i y POP RNET 'F :AST PANEL( iq BE INSTALLED AT EACH OPENING. SHALL ALWAYS BE -- - _..1 PROVIDE Wt HEAR HANDLE TO FAOLFfATE INS7ALLATT)N IF INTENDET) 1/Z 'fir 7vr ,-I O� o i O �O O _O-)�'T�`'7,� O d i (0I I- i - '1 ` ' I � • i I ! i I TO 8E tN TpL.E FROM Lr15lDE ;:F STRt1CTURf. 4 - I I I - I ��} 4 i t t -.6' l i .. ; I i la 2 PER I I I I i l L L i t I I I I I..1.". _ _�y^,.Ya- -; __. _ - 5 ..-.__ I e_.x..,'_ l i (- ... , .. 1___t-., T . .._, __. ,_.,.- r 1-- v i ,-' ,. ; 1- -�. -`-1 Cf ": (J j lriLji,STF�;GF ., !t.3 4: E-? HANG STORM PANEL SYSTEM PA,vEi.} f j I MAX ` COtN<_iS"nN,„ OF rANEt .1 Cont. TRACKS TOP & BOTTOM. PANEL} ...(INTERIOR FANEU ' I (II NTFRIOR PANEL) I ISEE fi4U (INfER1CR 1 1 /ETNO PANELI k NODS 2, 4 1 L i i I I I I I I I f i SEE NOYE5 2. 3, is ;.s 1i) FMO PANELS SHALL A3.W 8E 4ONNEGTET! TO 86YT'DM trdACK I 1 !_ i i I i i I I ! 1 ` I MAC 014E'RWISC, A STOr RAP? SELAL1. BL RROVIDED AT rOP Dr: SUCH I l t 1 i J I %{ € .9_ t i„".A "AA�'iV. L[Ncrhi 'i «. i * 8 W. ' ; # 1 7 - r� III I I „''. 1 ri 3r 1 1 -j �I'i , I .. 6 r f- 4a.D P.a.t �. 1 I i j(,,,, f yit"f i - o) IF END FArims Ai CCNNEcTai, TO BOITI)M TRACK, COFINLCrtor, I T I . , 1 I - 7 i k t I ? �. 1 i 5 tg'C--2DX:'S V'B.Pkb 'N'NG 4 kj), i SiuSL1. CUNStai {=t <" M,t., W S,?' g 1 '. f 1 ! .I 1 f . i : i. .. I (• _ .�. r_- 1_ 1 f / / f ? { I I } I I ( a0L'ED PANELS W t 49-aOO' I NUT Or, 1 4 4X3/4` Alin. iHUAMSCREW INTO TAPPED $071`0M I I. �... _.... I s ( ` I i i i 1 I i ; j I I ` 1 '. i I S.5 WXTS Wf 0 CX OVLEW...AP TRACK LOCAVON� Of F;`.I"T=NERS MAY BE AT EITHER OF TWO t I 1 I f I j I ; 1 . t ` (SEE SECTIONS AS AP.P„N_A3LE'J EXT`FRIQR FIAT TIA M-, OF END PANEL. {{ I l i i I I aM4: (4). IN GS.. THAT E`JL A.N LS A� NCt' C I., I . jj t{ f:� f r TRACK (... A STOF BAR ;c. ONLY USED O) T L-AS D 1 f I I ! i I t I I 3 PANELS SHALL BE CONY Tl', 8OT701A TRACK USING ^.*PEGO J1-Y_'1 -4- Y -�Y""}-rI T -t--T I-Tj INJ!iATEC Y NOTE fSj F-B?+'V!. y S:ICi? CASE. CON7•IECiIUN 4-� ) i I f-14-T-'T,,C,�Ti"+" 1 --T--i}" Tm i-l--r1 tf--1-1 f'1F L.?J�-L!L-.,!.J-J- JJILLJJ-_LLJ-I.1LL-1 - ;_i1iLJJ_LLJJIL' LJ-F_L1 JJ.1'_-----T-_--- -_ I PANELS t0 BOTTOM TRACK MI!Y OCCLIi: AT APn' PANEL LOCATION, ) - 5 Mae. SEE NOTE 4 .. 3' MPr _ +• N•V... '.SEE '•1r ( \ -SF[ V M:n '�- 1NSIA,LLATIONS ONLY VAll➢ FOR NAND NOTE t T:7 *'U}o� .CT£ .: 5PEE➢ U° Tv ,7C [�It J AER NDRE. I _ ..-.' tSEf SECI:UN �'+, ; AL. ERNAIME E'z1w G'".4 }PEE' 16J - - -_ -. -1EZ1/I8, 111"EZTY!/18 TYPICAL ELEVATION FOR DRIES 2000 E-Z, HANG STORM PANEL CID S' STt d (t) SCALER 3/32"=I" 2.Ba7'(IAN. tN,ERIIP 'p Max. P:.A.s+ , L "+ M*U: V& EY) t'r' l -11 1/4 MAX. GAP ", ,i. CTI ; SECTION SECT1CiN A -A IlteerNtl SCALE 3/32' '" .,,, A TIQ/pA''=ro ``� -1 Ejy •''J' FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone) r S� _� ..W. 1Antm, - .,. 24 GAGE GALVANR TORN PANEL 0. 44167 ED STEEL S e„- z * * _ x c _ o ems GLOBAL PROTECTION PRODUCTS, LLC. "O,., STATE Or -/ IL EC 0 tivc � a.TE ad<IB $.N, it aiR1T �! A. _p �Ty+,J 414n 1[$T,NG Y tM41"Oni co ITuiY 0,� tL ',{ ,, O •' oR40 ,r" - eI w a:x 20-175 ,rF�, ,re] .1[- Aw , t.,Mt A Pt+arac EA6+f6�-Tc*� BAY. IseAkEe-a7er . "� N - L u o 719 .... Ate. oR 4u MP.- JJ•ri SIG .' T ,. P[ nn .a:,,, 'tin -NOR A 4l S rrrl#trHH,t, FL @4 4f,E791fEiT !3 OT 5R Is vi 1 - If',1EE, ti4NG ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September15.2020 Application r. ) $, I Gabon Narrate 86 1 R2 Pp 1_ EX Project Number. 2MIS43 Product Manufacturer NI Amer/can Shutters and Glass Manufacturer Address 1540 Donna Road West Palm Beach, FL 33409 Product Name b Desctlptfnn: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance wilts the requirements of the Florida Department of Business and Professional Regulaaon (Florida Building Commission) Rule Chaplet 81 G20.3.005 EA,C, for st ateWide acceptance per Method 1 d The product noted aflova has been M ) W P ( tested and/or evaluated as summarized here) to show Compliance with the Florida Buildin Cade t n p h g Seventh Edition (2020) and is, tar the purpose Intended, at least equivalent to that requited by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: . DU R CT EVAWATION, DOCUMENTS P� EX drawing #20 31543 filled 12-0 a Gahenzed Steel Storm Panels (HVHZ 8 Non-HVHZ)', sheprepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. is an integral part of this Evaluation Report- * TEST REPORTS Uniform stafic Structural performance has been tested in accordance with TAS 2 test standards test n r rhJ ba 02 n r Pa Pa re rt s #8T-ASG17-0Ot Slackwater Testing, Inc. ( by 9 Po ) Large missile impact resistance and cyclic loading performance has been tested In accordance With TAS 201 and TAG 203 test standards per test report(s) #8T-ASG-17-001 by Slackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared Which evaluate the product based on comparative and/or rational analysis to qualify the following design crikeDw I_ Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Glass Separation 4- Anchor Spacing 160 SW 12°" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEA 11@5ENGINEERINGEXPRESS.COM ENG I Ni NG ExPRESs.COM at Ei`JGII'JEERIttiI%D Page Z of 2 All .Mlcrican Shutters and Glass - 24ea Galvanized Steel Stonn Panels No 33% increase In allowable stress has been used in the design of this product - Separation from glazing Is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously ouslylisted last re ors(s)and is accounted for in the engineering design of this product.. Wind Load Resistance This product has been designed to resist wind loads as indicated #n ule{s} the span sohedon the respective Product Evaluation Document (Le, engineering drawling). Installation This product shall be installed In strict compliance with its respective Product Evaluation Document (i a engineering drawing), along with all components noted therefn. Product components le shall be of the materialspecified in that Pr-oduct's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le. engineering drawing) as noted herein. All suPPortln host structures shall be designed 1 aresist all.superimposed laaits and shall be of a mate rial listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in anchor ' I shall designed for n a site -specific basis b a registered ItRs product's raspaciiveschedule be g a s pace y g professional engineer. All components whin are permanently installed shelf be Protected against corrosion, contamination, and h rma P� y Pr Pa other such damage at all FTH3B. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ'). Respectfully, , ,. S� *1 --' v5r,MIAs,fiitr` Frank Aennardo, PE ENGINEERING EXPRESSe r.PP004654( Cerl AUTh. 9885 160 SW 12"' AVENUE SU17E 106, DEERFIEL.D BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENGINEERING Ex PREs6. EOM ENGINEERINGEXPRESS,COM f:RY''ndn'nrn C'.ate. aF 14:: =t,F_T -Li•I ,k FF -R 1L id +E ,I r" � r, ,r L P.+YI-si!. 11 >�,-e!,ea. T'r- a hRr ., Ma,ea "P F 4 '•: ..,.I'! -.k-9 R c v"h 1 at r r t - N 11 Fi ,,,✓.,~1`N ,b N e �,::�' - rnl /r - I r-T I a'M '+5V M.• ,,. M 4 x Elm Sz - Ir.. 111, _ �. - • : . -. ;J ; 9 1-.r x. -^ F -11 _ r L u - f 1,,' J �0-":�P.wm i'aN Fa __ - i W W n V1 a.l. n t _ x', R A:. Y.• �r"c - ra .tin H I— 1-015 140 -1 ­? ;T F,I - - *o`41111- - I& rut cu•, s •am-' - I'^Ist- , GI Gy L r1-nV IU' v. J, . t.. riiVr x• E KLsL_t - ,- --s=w _ Fi 3 i' D N C W p 1u '1 - I' h fl ` - ff! T--^ I f,r F P ty F� ,D G M,"a-+ �i on=,n el 6 In - z t;a - S -11 - •u 0 N,AL �2..IJ u. -r.N Ar � EST 1AT_BU1LDDUT Ir 11 - Te - c J E-:,.{ •, %-`I o Z P-, n' F - ,: i ,_III IU.g 1- F' - 6 NTIt t, E#R�r6 0 13 J i 1L1141i:r1 •Py,,.. _li'J'r n If!N<` _.: t - -. UNv n 'FfiF'Ei`PTT-� a 1 F I r Yr F r' d: �. �PF "'' - EF..F rn,; - A liT +l,. ram. rr.Il,' ') / E 3C-.'[ F:' ti{ F5-P eJ v U• I, 'LL:,t -FI, J2,H CCILIN4/RDORtROUNr SGET36N :_I l!} -, N W •' � Y'u M u1 O2> r•- n 14 I,H! `i_I'IIV ; " � s N1 _hr<'1, = OO¢ 2 ti - E)I-TPJ v C C ,la r­17 i -112 ,LI4 1 I 1 •�.. ILY Z 61 P '_ . ; a > O G uHYt . It _ WALL ouin s-R lA M ox .R a". :. NFnIJFP - - ! I4xL - 1-x= - f Vl o e � - ', a C[wNl 15LY ' _ J S "t,.�3, l� IIV I^, ,-Ilc ` al. M. N' J - T, �f u ••• Z a ...f 0 g N _ -At..l - e 3.r "_T [:Y fit .-:- I% � QQ C J / £. E+L: I'fxrL � _FRCP.', - rn. n YV�L WrritnN M Y VnnY Mi,- rSF, [.'In1 .:P �,nT v +s W 1.> Lmr, o o '•ry f W. :I -•-r EE rrn Q } t k :, - vrin., Irttltl� '.r,:l ,r1!I - .,F ., tL EN f ,F ,-E J i y.a . r L) :Y L�-n,k L y1P1 aE 3 w,:,J I3B a ar $ k f i ti' Ali, '+ iu • p}p�tq yq �n N A p9 'i L -U� ,� I' . Ha n 1 •: - ,-rnlP &GFCG 4 I +i E4$Li q� V t J - - of I : 111, 15 y �9 ,�R 1 . 2 P3 4 i;l �. e AIEI•ICFEGLLE - .,1 IJ. u E nu �n r. G in p Y "Y'6 t a-s -Ili; LN ` "{ - E y)_ric Porn- ri.r t' F Ru R 11, 4 Fa'' F,y .-2r E:C i' 'PK' III 2FC m H, i, r: T OIMBNRFNINL'NKAIOO.E 20-31s43 R :. lS ate% w nr-L: ,0 r T 1,,- n. _ r_ I I'll-/ e /Z NPnONPLraPIBOTTDM CtD5URE 0-TAR U' YuI E1sG Y U1 - 10 ET'S i R v.l2F - I,^ ,L I'' LYt T - -S, S-'1 F' MSjr,RH M.... ti ]",N �.tl Ntir ,N niiIIN \„)1. F •-,"65) _,- INSTALLATION S 2000 E-ZHANG STORMP (j) INTO !.POURED CONCRETE. Ob1CRETL BLACK AND WOOD SIRM-CIM ,,_._ .,I _.iSnNL POURED I - CONCRETE OR 1. t,/4`d TAPCON CONCRETE BOCK " L ANCHOR 0 12' O.C- 11 1/ . REOUIREA. _ ii 1/4Y TAPODN / .� ] t- _.-9t4z1' HEX HEAL TEK WOOD MEMERs yT.- Il, t "",,.. -_'13 _._ .1tx1• HE% HEAD TEK __. ANCHOR 6 iR' D.0 SCREW O1},I4' FROM REQINRED _ SCREW ® PROM _.�Z7 O' EDGE OE �1J .1 IM 71 11(,�9 -. 9/ Ai ,ji f .` r _ __Iz ..___-. ___..-:f ..-._.-_ .)/ 2,'/4 1 fI .) q-1_'_-_ ,/a'A-aNA,• :.. A. _ :. R5. 90LIS w,. p s/4 .( VA/ a' ec'M WIni W , A, EA R2RAP 11 t i f'.2' PANEL _ Po -' ,. i/2' , N T Mtn, I I i 1" M'P,. I L li"'.;PvinON 1 ;d/,a'P A I ,., ""13 YO GLASS. I .. ERtSTM(3G ft"110 CLASS. N i +-�WTIMUM POP ALUMINUM POP �`St GiASS (s. 1l i . i.!'{ RNET u I _ -��g RNEr , R.. a_ N __ ,I . . - - r T Ir -, ' f a rRax, I MAx, s.s. ears w , p "'` 3 ,/4w-2Pa, _ __STIR._. _ _ .--... 1 __T.. _..-.. 'i PANEL ,,EMiTH * SS. E4.T3 M a ,...{ _._ _ _ _.L PANEL LEEIGTFI Ai FA a r I a t Wn, IT 4' J I • P 1 11-SEPAftA `-$ ; ih- iloli- _�. I _...-IJ4 BS'2C�REw 50X N To rL 1 I 1' TO R t 501E It CLASS. I OF N I A/4'0-200' DE "L' Lt 7 iTfUMBSCREW II I -_ N / , / i u --T 1 �,; �` i �I i r.irr. .. ERG -_ i ,DUX Et , tr •� { i I/2' } # 7 1"4.0 TAPCON ANCHOR N 12' D.C. I/4"A TAPCON A M 1 EE;;�IIST'ING PDuftEO .. ' �' OLDIE. WOOD ANCHOR 0 12" O C DiONCriETE DR I REiIUtRL•D . -- CONCRETE BLOCK , .-. -_ ... _.ikS REQUIRED. " W 41 L WOUNIING WALL MOUN'I.1NG S1200N EZI ALTERNAM EZ1W SCALE 3/8-l' SCALE 3/B=1" Ayl,fs,t6i irrrtrle,Vd4 �`E , ­ itFLORIDA BUILDING CODE (Non N[ h Valoci- Hurricane Zone) NOTIES+ Ile MtN. PANEL LENGIIi 0. 441 - c2P'1N „Llwa. °1G 24 GAGE GALVANIZED STEEL STORM PANEL I rs. 1, !NSTALWIION ARE ONLY VAU➢ FOR MAX, A.S,O DESIGN SHALL BE 2'-E" * * CSNai a'- PRF-SSURE RATING +/- 40.0 p,s.f. AND 8'-O" MAX -t5 -., STATE - 1 �++�AnP.� O PANEL LENGTH. ,,. wg . /, �... E.* TkP 38 tNt GLOBAL PROTECTION Pi:QIIIi Razo]e 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD �'�.,,�.,� _ LOP10 , ' - 'ra, TWINO t tNo1N6GIRa .Bari sa� sl stow nvx, h. S3314 MANY a x , m. aPs.._ Ate. r, v,n 20- t 75 MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC �A � 4 ,` .�.,, saeT �.w r , = AN ,N, ..,.NI t'Mulea� 1} &.. 1- L-PAN -B-1 5 � - ` Iq�RA ` s. - we.-w -.I ama"rin ear: DENSITY OF 0.55 OR EQUAL. "r N�NN _• f NLI0K.,,NN,.rVAEMh,2 wA rip lIT E aA r r.a ie � i6 4Ts? f ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP TO PANEL SPAN) TOP MOUNT (C0NN.,.- TYP. 'TYPE AS RE. SECTIONS DOLTS TAL A' 20 H BRED ICH BOLTS wiTH WASH BRED WINGNUTE FASTENED N. OVERLAPS 6 MIDSPAN (USE W APPROPRIATE SPAN TABLE) A, E"t� RG,156, - � � � � � � � � � � � � � � �� � �� � J/ f J� o / h� B OM MGU.NT O \ M1 \I cc I N TYPE As t REQ [#) /.. R6341" f 3 5"' r a 7 MAY 6E RT��- &QQTTOM 1TYPICAL VERTICAL MOUNT ELEVAT ION li,1 rNTS. ELEVATION 14 U TO' P O M L fie% C N ON TYPE t A.=REQ �) (SPAN ABQ'/.E. U ISSN Tit C ) BOTTOM J uj r-MOUNT OI T TYPE S i,,lACSORE Q' ) f9 O s tn-QBs-rtie 0 CTLON E 2. � (LOCATION MAY VARY) WtY- OP MOUNT 111Q MAS CDNN TYPE REO'I') BOTTOM MOUNT (C©NN (SPAN BELOW TYPE AS RE D) OBSTRUCTION) PANEL$ MAY BE NOTCHED A5 REQUIRED, OPTDONAL17A"2D S"1TTCH PRCY,+IDEDL AT CDNWEi7i� NSAND BOLTST ITH WASHE D ANCH01?S ARE USED WHICH SATISFY WING NUTS FASTENED@ SpAN5 A8OVEA BELiJY! Z>BE'FLkUCTIQN, OVERLAPS%0 MI@SPAN (ODE APPROPRIATFSPANTAi VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N.TS. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION 24 _PANELS GAUGx SCHEDULE: MINIMUM 5TURM PANEL S4f•ARATR0P1 FROM GLASS (HVHZ, WIND ZONE 4 & ESSENTIAL FACILITIES) 9MAxIMUM ' O Sr N -SPAN IN"t ALLATIUNSLF 5 S 1 TA't TIP, NIFTAT£H NS.INI N gABU , PR i4 RE J P 5 AN tt ale LAN 0 A8(JVE TRADE H 3 ,HA 3N Aaff _Gi]A N Jr pE tP5r1 - a m $ -130 - 60 6 _ 95n __._ ___ r ?,_i_LigDln 4ay 330DIn 6a6i bDn lit §1 2166n. I 45 f L3UD n GD61n 6 21 kn S0 Isom P i / t .O.Y RI _ ba6 fR 3.161n. i . 66 IP66m f 6,tla,A x }5 E0 1. +t-6aD26n1. 619In i3 n S :)FAIN-')(LNr-UULt IVU 1 tJ: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD Cc PANEL FASTENER SPACING TO DETERMINE MAX-EMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH PbBITJVE LOA05 LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 'P FASTENERS' P T ANELSTELAE 5' ARE . E 5 LIDS USED IN N N WITH ALL M NH G EXtR 5tON5 CONJUNCTION OU N U 0- TRACK. STUDDED ANGLE. ETC. USE VALUES S' NO O.0 PANEL FASTENER SPACING TABLE VALUES FOR "- A " "-H A T AL H ND U E DER5 1NCWDfNG BU.tLO OU L. ND nQ CO 1 N5. ) 3 UNEAR INTERPOLATION N e- LOADS tit EA tN HER 0 CTWEEN L ER A AG'CEP',ABLE, OTHERWISE USE NExT HIGHER LOAR. GLASS SEPARATION NOTES: _ I. ENTER SPAN SCHEDULE Wfni POSITIVE DE515N LOAD TO DETERRAAINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Be PROTECTED, 2. SCHEDULE 15 REQUIRED FOR USE WISH POSITIVE LL'SADS ONLY. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. FOR INSTALLATIONSFIDE OF THE HVHZ AND T IDE OF ESSENTIAL 3.D ZONES OU S FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECT OPENING 15 REQUIRED, 'S'" i�`Aaw,aM'Is iAOgee' r _ MAXIMUM ALLOWABLE '--� - fP tic Ft DESIGN PRESSURES: Tug M n H ]'ti, --�- L - AS NOTED IN DESIGN DESIGN NOTES: scHmuLEs 1. a POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED v FOR-USEWYTH TNIS'SVSTEM SHALL BE DFLERMINEO PER ,�'t �R E TE EN61 GIN ACCORDANCE WITH THE S PARA N N A RDA G Ly NING GO@E, FRE55U RE RE ULREMENrS A.5 O R .. 51 0 , � 1i " t E09 ITHE FL IDA Sit C W O RICE 7 AND CHAP ER D M A N E L T t, L 1609 OF THE FLORIDA BU1LDi . CODESHAL BE DRESS THAN !tt A N s b S a W , ut U OR E U L. E RQa NE N A TO TH 1TLJ OR GATLVED FOPS pp �' Y V LU S 75T R I B ANY PRESSU:E-.- A IT A E ED E D R C`AP C L Hf N F N I-? _ �4Lt Lg7 -. 9 ''' "� "-I 'T -. ASSEMSLYA65HO44N:, .,. ,:. f m NOTES: N z GENERAL , 3�p THIS SPK1fICATTON HAS BEEN DESIGNED AND SHALL BE FABR[CATEfliN OFTHE FLORIDABUILPIMC I , Ol w Yi oW SCCORDANCE WITH THEREOWREMENT9 CODE BFVERTH Ent TION (2026' POR USE IN51DE AND OUTSIDE OF THE HVHZ, PER FAb20L 202AN0203TESi PROTOCOLS, CONTRACTOR, SHALL INVESTIGATE ,e O -I 2. 4633-Lj3 n 54CREA&E INALLOWARLE S7RESS HAS BEEN USED IN THE DESIGN OFTHI55YgTEM, 1. THE AR11-11 TIlt.EEe OF RECORD FOR THE PROJECT P RLICI'U EWli THIGHTHIS DESIGN USED SHALL '' ERESPONSIBLEH A ORTH INTEGARITYDFALL SUPPORTING SURFACES TO THIS DESIGN WICH a SHALL RE COORDINATED BY THE PERMITTING CONTRACTOR 4 SEPARATE SITFSPECIFIC' Sbk2 ENGINEER SHALL BE Ri[�umeo R, ZC ORDFRTD DEVIATE Ohl LAAD9 DEFLECTION' :00.-SPANS COMRP1fNE0 ��R IN C (TACT Hd5 Et G1 EEIk R LTE NA E SP 1 CALCULATIONSAB HEREIN Ot T 7 N FO A R T AN EE RE UIRED MPY pp Ln A, IL l AN HOT VIDE OEr ! RO 5 THE'5YSTEPI ATcIFICSEIN.IMR SITE CONDITIONS FROM INFO FOfi A ePEGII !i W § �:a O. G IIIITE, ALGA SIDE GINI ER OR FLEREHT CIOION THE CONDITIONS DETA LED HEREIN, A LICENSED ENaIN'CA OR REaINTERED 7. r� ARCHI'lECTSU AL LP "is DSITE SPECIFIC DOCUMENTS F00. USE IN rOrUU NCTION trrrH THIS DOCUMENT 66 Y {. Z 6. OESI6N PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM UM TESTED P] IRES DTVIDEa BY A1.5 SAFETY FACTOR, c IR11 = O .i 6 9 g 7. AUL EA•uTEN ERS TB BR f"k1 OR GREEAATER SAE GRADES UNLESS NOfEn OTHERWISE,FASTEN'" 6TE CADMIFlM•PLATED OTHERWISE: to V.1,N" g M1 O St1ALL OR CORROSION.�HE'PISTAINTMATERIALAND:EHALL COMPLYY�'ITH. ';P`ECIFtC'ATIONS FOR AL,PMWUMSTRUCTUPiSECION 3.3 BYTHEALONINQH ASSOCIATION, �e H, Q TNC & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL ODES. ILL 5T0 MPINE. SHALL SS24G STEEL r=0,024" a, A RA STORM P ,JE SH : COI FORM T A A653 STR RURAL UALITx 9 aR A LS ALL J O STM U R 41 N,NUL �451 I, Gee GRL N ea a Y A l A KS STEEL VA J2 Ci5JONG FY . ALLHAL ALU !U F IR 510 SSHALL aE b063-Tb ALU IN UM ALLOY, A M X U N M 1 LESS ry OT VIEE. I < SN TDF __�8C?TI]MPECAI1s SHOWN MAY 6E.tNTERCHANGED ASFTEttI l P CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J HORt20N'EALL'TA6APPLICADLE. 12, CONCRETE ANCHORS NOTED HEREIN SHALLeE EMRC-00EO TO -, t[ AtS SFR RAL DEGEGN AS iN BY CONTRACTOR, at. e6 OR NGINCP.R FOR ALL COST& DAMAGES S RESULTING FROM MATERIAL .TRUCTION PRACTICES BEYOND THAT h FEDERAL CODES 5 FROH ERFIN, NO ADOTMONAL NTENOED, ER MARKINGS TO TMIS DOEUMENT 15 CeRTIFICATTON, 3ELED"WITH A MINIMUM OF (L) LABEL ILLOWIN G ]N FORMATION', VISIT ECALC00181543 ■ $'"O F 3R3 : FI [ itT- t,, t f� M9T t]r61NEHTIN6EKFRgiB CRI2 MAE I, ktlk-nWll,fl IULPIhNS,AEPPRT54 FL- E3 J, LLf T MINIMUM ALLOWABLE SPAN SCHEDULE (ALL PANELS) TOP MOUNT . mS A£ C � '' " L a- Sh I 1� �Q Y 'H" Headar O" R' Ct' 33" ?4"... 2F L'"' D' 2e 23" 26" B,Bid4u 'U' Head., O" 0` IF 23" . 24' 25" 22' 24" e' 24' 23' 26" t- aS,S 8'U` HRArJer q" A m aI" 7 d^ zs" 22" 2r A' z4` 23" se' 0 2Xi5 StW a 23" 24' 24' Srt i ' 11' 33' 4 I 9U XJRuI "F T,n 2 A" 'd" 24` 3it-W �" �" I STY 28' ALE 4$` ry" d 14' 49' de' Sfi Sr "F` Tr Be 2S' 3' 28` 39" 3tr' 5tf 2S' S0' 31" 55" L S6,d. Arwsn ,t+uM A T 2 2" 22" -Ti­' tj 2B"- 311" ---- tt" Y9' 2T Za" 11" 31" O DPAa Mc t 2:" 24" '"° 2- 30 4$' 2e d 8' 2 4" da' 7a' Si' 'U" tPada a O' tP 25 2.xT" 25" x.A 24' e' 24` 2 3" 2B' Bi 'F". AIB N r 2 A" x4" 24" 30" $B' BD° da' 24" 4a 9a' VAD aW4An N arN Ak"A, 23" 27' 2a" Tt" 34" 91" I tT' 23' 3O" 37 5v. T4 k '6" '6" 2a` : r :L 4.5' 31 &T S9" 6' Sr 33' 37 5S' n SP rrs D 11-1NPE 1. um ALL ­rnr w: A.- Imh ±.P i PA kI ?tart 4r3E ,`U) E A- ANOV .1 U, it, ` NiDttfirNrd'S T R OR B0 ale N Pfl cE'55 &' C N . ME +h A I.55I£ ''1,M£drNkN.PAYE,bC 6r .'. 'All 1-1 IELN) hTMAivA,"TM-;..1 5 SPCOW uPF R,0IREU OAt46o0U NCN3 YEA� ? NH Si E E'.lSz AEPr' Y HC r , r V 0 PR 3Mh 1 EE EH - USt.D>RPM WJI i lit I'. n C N T ONa IT119t R G,1 E �E 1T /1M L%S-`r f ' 4 rAzk ,P ,aC L 4'NUA wn 40VI'SiE# He '?rttr01 nN£L6 bEu] W aA.IEe ES ,r 4 t 4 Al " FASrFry iP 1 ,.Y S , nm,rI.: y, H1 , "I'll" DI'. 3 R tl v"NW T Pro6 ^,�'rSUAE. PtN AqF PAN ! `E ( 0 BrJrT •. PErd kC i .p T:U 'P UFTN uNT MO,,ttt N...•-HOirl N-.itiTN-H [.i=. ENE GAAWiMi.:. 0 t. a.PT tE L '). 0 , 4 L OPTif}NAL INTERIOR FASTENING DETAIL Pd,T:S. yLT PANEL YxT4,,,.EE' I Ao4Acw PANEL rP(MS ItrTER!Ca SfptWA,X 2lSxT:ra# 11 x YN PM tp, A w 'v+,T+E^. ro,tidN.�,r f C "' ]A R 1' M : NE.1NL N l Ai,ri` su,aw t. / "k,"I l I " r= I'll, , N 1. A19A NVU ¢I: tN .ISEON s0 4LI]ACfly'^ PAntE.t; I C/ SE-1n t N Fe A61 11: ro r =n>.aa I r. 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O •i ygp l -..tom- 0 5 � 15 -I 3.OA6"' -1 0" i-- T tr . 2.dD A{ 35 .25G �� 2D -'I 2Ix70° -- W 30'. 2020 )�r9a�'I E32L" 1,SaO" tgi H REAPER al 3 • • _D :1 I BURG -cur 'u' HEAOEa. 4. A CLE /, ;, d-PAN CLOSURE 5'�G'E ' W 'I:7 �m W. MAY z I I I ,,.. o., ,. u"I i----1,5L' 1.560"I-,-1.56ti" �1,510" 0,365 Ti/ 6376 q.51 I D375° { - 0,t1 9•' D.35D,.. , a R�'3tiw" ;' 3 Ili I 0179 ',j['��...�. Ti'b555' p19: i OP G,190-'N I'� §555 O,fl66• ROOT a z r-12.5Db PANEL COVERAGE -+ "L Di ^+ Q-3-L b V T m �--I �0, 545" I Osz41sD" [o.OcASD Dull PANEL --I--�I-- ~TT-�� " .oso"��rvrltsrui,l 0.215", ,Z15' .1_+'II I''YO �O r 14.B� SA P NELEMGTH � 0.090" DA90" 1.4 2,0a D HAY BE G'Iz �-F-0.71e" 4G d3- 0,3DS' (n TYP TYP. TY 0,090"-0,700 D 957" tJ'1 lILL.O-OUT Y TRACK 7 AGN n'F" ANCLEP- TRACK "® C" IRACN r "ARMwRrr co\'J G 0 J,T KEYXCLE %'A9iER �1 _-a. 134 'V't-,Wgl MRr: ED N' `U a .i I D-19D"_'N F 1, d +I 2-1 R P� H! . d - P"i ---- Bute. DN n - G o n! T - I.- �_ HA 2s D.1 e �•-3.aoD" .LELJI � " - BI R YER9E0 P1,TE..i � .3 Z TY ; 4 . P .1r :, liiL � "F' ANGLE._ �At?(.tE)tTENDEni A N Ly 6 Y-.U":Di. l.t u'CATCP. 0 v 1A 0 'Il al.:w,-. rn o1.,N Vie '. �. £i I '-tjVERLP.P D:Tf`f.C4 MHK �,:,[ORNER CLOSURE pE'fAIL , O B -I r.,iPv:F.ere :25" MA#, T * .,o MAX t irr. c. Nr rr rn nn l :-r W BU.LD-OUT i. ant i�'� n^.n �r4 �� �-!\"I'll1 DIsrANCF r'I r , 'C.J N tl hI411IJ1 (:I.oNuut _ x, rs:­111_ rm 6r c= JJ - 1 D D" J 1 p r r .,-.,...T. J 4 a •-1 acesr-,.lea- v,. r , r . Jc^ _ I 15 I 4- ',wW - EMBED �, OVERLAP ': o n ' 3,G2D' 1 'A'-n'>a1 aLr,,>,. MAX J -\` / N, , I'lN I. n, e,Fnnm m➢ if 2."' MAN g g " tij 1.500" S�R�°I. A:HF.',i. r fJ T f '4 t ,r sit - MIN ir. x� Lr.L _s' «� I � .L��./ `e J S.sPD" 3 € P r-n 3ryc-b-L JVMAX, MTN. ,_ _ s@q _ r t T,OGo , 7. .1 U< T r x 5p12E '.1'!L n CORNER CLOSURE DETAIL �K 11 l.n>) ~," :N I ¢ L'X 1 /� TR: PNoul7r cLO5uRE DETAI 1 r.^r. 1:r :.i 11NTS11,,4..�d!sl ANCHOR SPACING SCHEDULE-. 24 GAUGE PANELS, PANEL FASTENERS @ 12 5` r7C. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4. ® �� lm®����f�� ��®' M®®ISM EEMMM�II�® Miff® M 0 ®fin®ice® ® won IRS® ® MUMOM EMI EFMM � - -ml ., �: i' ® �° I��� • e e IMIM ® f® i a �®� E;lm- ® EE�1��®�® ® MMMFM f„-//% ��%//!%/% ®%%% /G//%%//f%/////;i/,% I % %%�fy /'I / ',,. %%%7/ti%f//i / - %// 001/ / l/ / „, , MNEIRM ®mom � � ®' m®�M� . OEM M r®MMFEN ��KM®IIIZIIIIIII!Milll®��'. ffi�mffi ®'. '11. EDGE DISTANCE K ',f ramr• I. MAx DESIGN ANCNO0. pRESSVRf TYPE P9F "V`N IIF iP"I' SR�AN. HP io "'i -HRA! I" ail' -III° ODNN TYPE i3 CA GOtlN TYPE CI C2 CD C-0 ODNN'TYPE CI CZ 13 -C4 V{-.z' EMBED 33 I—, ­ 41 �}��""�"��"""�� 98 B-� 52 12 12.7 16 0" 16 0 10,9" 12 5 150" 16 O 7 5" 12.5" 16m0w iS 0" 6.7' I2 11i 16 O" 160 9.6" 12.5 1LO SSD b 1Z.5 mu +a" fiD" 121. 160" 16.0 7. ` 12.5 26,0 60 12.5 16.01. 7" Z.5 1Z lP O' 160 1E.D"147" 6.9" 5.0" 125' 125' 16,0' 160 14,7 b0' IS" 14.7E.D'. ]25' i7t5' S O" LT 14. •' B ' li '/ D 16❑"147" 6.0•' G g 3 .11. 11/2" CH.. 33 WOODSCREW 41 40 � 52 71 4"a 1-lie Emilm I! , 33 TAP CAR `CFAs' 41 49 * bt 72 12 4 6. I6.0' Y 9 1 0.1'. 12.5 1' n 4 LL1 1-LS 0 -1 1' 6:2" 16 9 ,26 160"141 fit° 129 16,0' 97 Sfi 12,S ]t 0, ]" SAT" 1215 2 $6.4" LZS 125 i6 0" 1L0 160" 9.6 - In a" ISO" 0 ] 0" 5.6" 12 5' 12 5 125 125 16.0 16 ❑ 160 3 0' ;6 5 6 12..5' ­E:. 9 6' S-B 12 5' 56' SA" 12.5' 11.5' 12.5' 18 9 9,6" 5,6" fi D- 9.fi" 'Si, 1 6.09.6" 5,6' 160' TORE" L 9 16. D" 13.3" 125 16 0" 5.2' 1 .5' 2 18 D` 9.2' 125 95.5i 11,-0" 125 JZ S60' 9•L' 12. 5' 160 9,1" 12,5 126 1 .0" 10, 5" 1­" 91 5 125 1. 0, S60 4:1" 12.5 9.L' 12.5' 0 9. " ]6 1 1ED 9.1" ?1G'.!W JUISE0 33 •III I-N, 41 RII 1. .NIA y; 14 DEER 00 u nIc 4a i2 "' R^^� i2 26 ib 0" 86 ] 3' 12S 155 6�0' i 12, 5' S3' 4.' 13B 6' L?5 1.7' D 6 5.9" I25 SL1 .a' ] 4 4 025' IT 4e" 41" 4 L 5 1E .4" 69 5.0" 6 5 ,2 IL.' 3 4.7' 0' 4 6 ,25- 123 4,7' 4.0" L - 4 " 95 " 6.25' 12 3' 4.6" S25! 2 3' 4,D" s.}5' 12.3" 4 i' 4.D" 6.25' 12 3" 4.T" 4 0" 225' 12 3" 4 Vi 4 D" ANCHO R NOTES: I ANCHOR R TO SCHEDULE APPLIES ALL PRODUCTS CERTIFIED HEREIN BUTONLY PROVIDES U 7 MAXIMUM ALLOWABLE ASP ACINEL MAXIMUM ALLOWAbLESPAN5 AND P E55URES INDICATED ED IN SPAN SCHEDULE SHALL APPLY. 7 ENTE0. ANCHOR SCH®LILE ECTELASEDON PANEL FASTENER SPACING, THE EXISTING STRUCOMIRE D MATERIAL, 5 AMCSHUTTER AND SE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON S ER ANDSE SELECT SPAN GREATER OR EQUAL TO SHUTTER6PAN.SELECi N HUTT LE G T Q CO NECTION TYPE B SED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS ON N A A RA SHEET 2 FOR 1➢EM7FICA TION 9F CONNECTION TYPE] 3. "PANEL FASTENERS" ARE STt163 USEDI COW LINGTION 1•V1TH ALL MOUNTING PdfRUSIONS N 'F"-TRACJC 5T 25 DOE ETC f ED ODLE fi O:C AN L F STE ER SPACING TABLE ALLIES R]R U ANG P E A N Y ) (I ALL "H"AND 'U"HE DERS OWOtNG aUTLDOUT.CON6 ON A N CONDITIONS) A ANCHORS SHALL6E INSTALLED IN ACCORDANCE WiiHMANUFACTURERS' RECOMMENDATIONS: 5 HOLLOW6 O U T LLCONFORM TO C9 BLOCK, LMBE ST STR LIRE N D 1H 6. MINIMUM EMBEDMENT SHALL BE p5 NOTED IN A GHOR SCHEDULE, M 6 AND N I ] MINIMUM EMBEDMENT AND EDGED TANCE EXCLU DE'S 6TllC LY] FOAM eRt ' AND OTHER Yi.L M T FE t5C B FINISH WALL FSNISHE55HIr11L BE LtMITEY?TD L)A MAY OR SHALL BE YERIFYED BY DTHER�TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 91, WHERE EXISTING STRUCTURE 15 MOD PF[AMING, EXISTING CONDITIONS MAY VARY FIELD VERIFY THAT ASTENER$ AREINTOADE A WOOD FRAMING M EMBERS N PLYWOOD,FASTENING E F tIU TE M NOT 4 TO PLYWOOD IS ACCEPT -ABLE E PIECES, ONLY FOR SIDE CLOSURE PIEC, 10WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BELOCATED IN CENTER OF NOMINAL 2" K 4" (MIN,) WOOD STUD (f" EDGE DISTANCE 15 ACCEPTABLE FOP,WOOD FRAMING). WOOD STUD SHALL BE'SOUTHE 'SOUTHERN OR GREATER DENSITY LAG R & A Y SHALL HAVE PHILLIpS PAN HEAD OR HEX HEAD. 1L- REMOVABLE ANCHORS E. DEWALT PANELMATE ALL -POINTS SOLID -SET 5 BRASS BUSHING. fit ARE. 12. MACFNLNESCREW55HAL HAVE li"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR. WAFER HEAD (SIDEWALK BOLT) U-N:O_ 13. MINIMUM -EMBEDMENT AND EDGE DISTANCE EXCLU DES STUCCO OR OTHER WALL FINISHES, 14i DESIGNATES ANCHOR CONDITIONS WHICHARE NOT ACCEPTABLE USE., 15. * DIRECT MOUNTING CONDITIONS_ 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR. SCHEDULES LL5TED-UN THIS SHEET, Yi 1 Z a) a) `a) i C/)I ex M l- U) CL CL a) -0--il, U ::3 O 0- W L. M W LlJ c G Z Z Z Q -J n SHEET NO. SH 1.511111111111111111111111 -I ---- -F-i ------7, - -I- -1111- I I - - __ _ .I. .. ..I ... 1.. r:I. I