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HomeMy WebLinkAbout6370 Back Forty LpAB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A. F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF B'Ifold Door BK SH or Bk Sh BookShelf BILK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONT or Cont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FIR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Plt. Sh. Plant Shelf PLT HT or Plt. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.Q. Rough Opening IRS, R/S, R/SH or R&S Rod and Shelf Sc Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V. L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. HDR, Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 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 REV. 06.23.22 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 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 IL E= 1 4the 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 2074 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. N N ao 0 m > u., 0 a .Q C-, _-, ; A LL N � a C", s 3 L. ._i 1W a, -ra v C= a.. _ ti z. V0Z Q4 04 M 0 N 0 M 0 • a C, � �` e No 3 e-p� •i:: :O'/ ST.-,l OF (.;. �• 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. i' r W H Q o E C, fM 8 N N CM Np LQ 0 � eo LL u- M art; V w Q C') 04 v a a M LL u_ a f7 z _ Z co C �c o CS 5 L c O Q W �rnrn J Z Z 00 p O w N M Z u1 H Z O U ❑❑❑ v'. W CD Z N (n z � Z n E3 N c� z � � N LL O N �f/1 L.0 oUSL U C t 8 II�— I Es U Q S, 0 N s eo o w c a Z z U- p zo o° zZo a E () wj ® ❑a 00 O <I 0 oQ o� Z Co Qi <o W Z Y ), oa cf), ro < o .0 cs —' < ro Z Z OS � W 3 co `0 �w a< 3 J a V v zla ° 3 >M 0 rn m c� Ul) N .-. N o r' , L0 Q k J 'A'N �CT F— +� O LO O LL n -�c o O V! O N Lb N Q 0 M 00 r E CDZ (D (j o E (N �,; �' m c a U Q 0 c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S M 0 CV 0 KITCHEN KITCHEN 0 60 0. BATH BATHROOM 2 INTERIOR DETAILS_ SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER�4- MIRROR CABINETS SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES ROD 12" FOR PANTRY z OVERHANGS THAT 24" TOWEL BAR g SINGLE EXCEED 12" MAY TOWEL BAR IN Q. ROD REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. / TOILET w BRACKET 36" H BASE j TOWEL BAR F FINISHED CABINETS ON BATHROOM WALL = ❑ COUNTER TOP MEDICINE b I SHWR. ® O o 30" H BASE o CABINET 0° VALVES = o m CABINETS o b TOILET `Q SOAP L- Jew f` PAPER `O DISH } y i HOLDER 4 v rn to (L 1-2" aF ¢F o n o O 2x 0 zQ `9 FRAMING Q oo n 0 7 0 o iv o LTOUB 1/2" GYPCO N ? BOARD FIN. FLR. FIN. FLR. FIN. FLR. BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING x ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ —� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX 36" A.F.F. / EXTERIOR WALL) W/ 2x4 WALL z w PAD OUT 0 z U -t UUQ O LL U �U 00 W 00 > w C� G U o~ 00 2 B 1ikiffaw 12'-0" 13'-0" V-3" 3'-9" 11'-8" AC PAD OHB 35-SH ■ ■ ■ ■ - NOOK ■ LANAI I I I a 8'-8" FLAT CLG. 8'-0" FLAT CLG. AFF o TILE I " 12'-4" I O6068 ■ ■ ■ M ■ I A II 006 If ■ Q I w U) o I� z 3 i z a I - F- -- ; FAMILY � I 8'-8" FLAT CLG. ■ ( Ip I •I•• I I CARPET 2'-iT' 2`r2"6 3'-74„_ 141 1TCHE - 2468 8'-8" FLAT CLG. `Q _ N 1'-0" TILE 04 LO FLOOR G.T. - - - - - - - - - --- ~ REF. - - - - - - - - - - - - - - - - 6- '° - - - - - -- �oC N 5 NI-j 5'-74' 3 (3) 2x4 #2 SPF 2 DINING � STUDS w/ (3) 16d NAILS @ BASE 1 >3'- 8'-8" FLAT CLG. oo CARPET 0 TYF 4'-24 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. - - iU UP (3) 2x4 #2 SPF ■ O iv STUDS w/ (3) 16d , J �'' NAILS @ BASE 1 d it I I 4068 ARCH D R GG 1- V V S3 6 8'-8" FLAT CLG. - (3) 2x4 #2 SPF TILE STUDS w/ HTT16 ai PE NK TP AT BASE ■ FOYER LAU N Q W. ( 8 8 FLAT CLG. ° 8'-8" FLAT CLG. TILE S4 TILE rrr`rr�r��rrr rrrrrir 7'_�4" 4,-0„ W.H. 6-74 r r 17'-10" BUILDER TO 35 10 EDGE OF SLAB 2" r "t PROVIDE APPLIANCE BEYOND WALL ■ _ \ l_ PROTECTION WHEN D1 REQUIRED PER FBC NOTE: FINISHED WALLS 000 TO BE FLUSH. FIELD-W 8'-8"CLG. A.F.F. G.T. VERIFY_----- I _---_—_ t ------------------ ------------- I 8'-0" CLG. A.F.F. I wZ oL---`��� ATTIC JENTRY I -0" FLAT CLG. AFF L- mL----'� GARAGE --- U ui OJ 8'-0" CLG. A.F.F. >� > > 00 TYP. @ SINGLE N STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4'4" 1'4" r------------------ I I I --------------t I I i I I I I I K I I I I I S4 TYP. @ I GARAGE I -------------------------------- I O I 16070 OVERHEAD DOOR 1'-8" 16-0" 1'-8" 5'-8" 19'4" 25'-0" 1'-4"X1'-4" "L" `SHAPE CMU / COLUMN h� O r0 My TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL -1'-4"X1'-4" "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (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" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET H SEE SN SHEET 140 MPH biiiiii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25# S.H. 13 20X388 1821X374 S.H. 14 20X50g 182'X50 S.H. 15 20 X 63 18 21 X 62' S.H. 16 20X72 182X71' S.H. 1H2 271/4X26 26X25� S.H. 1 H3 27 1/4 X 38 8 26 x 37 1 S.H. 1 H4 2714 X 50' 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 8 36 � X 37 3/4 S.H. 24 37JX50a 364X50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37 a X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 38 8 52 2' X 37 a S.H. 34 54 X 50 a 52 4 X 50 S.H. 35 54 X 63 52 1 X 62 S.H. 36 54 X 72 5212 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN — ELEV-13 CV12 e N O N ap � C2 Z _d 3 r-L . W C o a, ca Q E L) cM O N 0 t is r ��11• O, 4 , r .k To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E H Q SN o M 8 N aN: N N o �mvI? LL to a a Q a 4 lj fi� z •� O 'z Lyv o ❑ _ o IW O co CP w �.�3-�4d. Z IL ci N M Z 0 O H 4� Z 0 d ❑❑❑ z n to 0 z � � a_ N N M z 'O 0 LL Cn � U 0 Ln w o y �N in U ✓f: 'xF 1— '--� W 8 I I U ' 8' tml 14 o M M J J� N ¢ O SY Z Z ¢ LL C K z❑ M° Zry C. o U za tf° r6 CIL �g 00 � �¢oz X¢ Z °? h- Wz 8 wz X, i 2 m 0 Z z m J ° mW ° ° ¢ .z 3 Sp 5° w W m 0 JW 00 _o w� >° a= `t 0 ° 3 ❑C:) ` > C'7 J 12 12 c� L co L0 N N o Q 0 N U) m N �- ♦-+ O Ln U- co N m N N r Q M 00 E E c M Z Z ❑ E N v; E a U Q 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.1 �42" KNEE WALL WITH CAP &CASING OR 36" 36" RAILING CONT. HANDRAIL 36"".�°NT. RETURN TO 3/4" PLYWOOD GRASPABLE DECKING RAILING 15 WALL DETAIL 15 - - - - 14 _ _ _ - SCALE: NTS 13 12 PRE-ENG FLOOR TRUSS 11 10 1x TREAD (TYP.) 10, 25'-0" 3/4" PLYWOOD 9 1 6'-7" 16 Dx6CLANDIN KING 8 1 r� 1x RISERS (TYP.) 2x4 THRUST 7 \ r00 6 1 ^ - BLOCK ao 2x4 FRAMING 1 (3) 2x12 5 1 42" KNEE WALL WITH STRINGERS 1 4 1x8 CAP & CASING OR 3 � � 36" RAILING 3/4" PLYWOOD D2 DECKING H1 O TYP. @ 6 M 2 BOCK UST 2x6 LANDING M CORNERS (2) 25-SH D2 1 EGRESS 2x4 FRAMING in F4-SHTYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: 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 r 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a phere 4 inches in diameter. nder-stair protection: inclosed 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 1 0114 MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 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 3 D2 SIM. w/ (1) MSTAM36 @ BASE 1�O 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE --------- G.T. 12'-10" OWNER'S SUITE 8'-0" FLAT CLG CARPET :: n' A-' 2x4 #2 SPF STUDS H1 B @ 16" O O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP DD CCD- I I I BP SPECS. 6_6" Fo L 4'-4" 0. BA H I R o TEMP. GL. 8'-0" FLAT CI.G I ENCL. ON 42" o _ R/SH Nn ILEHIGH KNWL. 48x42 RECESS 3'2" TB 7' 0" SHOWE 3 36" x 22" ATTIC I C IQ ACCESS 8'-0" F T CLG CAR T I ih 2468 TP D2 TILE TO SIM. w/ (1) T A.F.F. MSTAM36 @ BASE 4068 9 =J B.F. 0010 ------------ O - � " y O BEDROOM 2 R/SH - - 8'-0" FLAT CLG CARPET 7'-6" [4.. 4,_8" 4" 12'-2" cn fn 6 r 1 fn w D2 Cl) N LO � H1 16 42" H 1/2 WALL 2668 5068 OR RAILING PER B.F. 15 SPECS 14 13 CO ----- ------- S A R/SH TYP. @ 2 12 0> STORY. SEE 11 TECH 80 0 JJ/S6 FOR CENTER C O STEMWALL 10 '- 03'_3" OPT. T-11" 9 3'-3" 5'-8" 3' 4" 5'-7" 8 I ch BATH 2 0" FLAT CLG TO LTA.F.F. 7 L - 2868 T�TILE 6 v CV N 00 N 4-SH �V BEDROOM 3 D2 8'-0" FLAT CLG SIM. w/ (1) G.T. CARPET __-_---_-_-_ - I - --_-_ MSTAM36 @ BASE 11'-2" 2'-4' I 1 V-6" -------- G.T. - - I------� SIM. w/ (1) MSTAM36 BEDROOM 4 @BASE 8'-0" FLAT CLG I 3 CARPET I D2 I o =I 00 T �I (0LL: v m 1/2 33 SH I I H1 B 6 I Iir D2 25-SH 25-SH 9 EGRESS �GRESS B D2 22 D2 1 O D1 0(a) ----------J 2-11" 13'-6" 2'-11" 2'-10" 2' iN A�� I I I I I I I I I I I I I I I I I I I L-------------------------------------J 0 in 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 H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 O(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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET OH SEE SIN SHEET � 40 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 1812 X 25' S.H. 13 20 X 38 $ 181 X 37 S.H. 14 20 X 501 1812 X 50 S.H. 15 20 X 63 1812 X 62' S.H. 16 20 X 72 1812 X 711 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 a S.H. 1 H4 27 3 X 50 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1 H6 2714 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 J X 38 a 36 2 X 37 3/4 S.H. 24 37 J X 50 a 36 1 X 50 S.H. 25 37 J4 X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 38 g 52 ' X 37 S.H. 34 54 X 501 52 ' X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B Ueflefdl 114VleS R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) N 00 - o o r CD Ck= 3 s bra C :._ n- u M N O N ClIx .,'` �- � `-��-•fit :��,,.i"dr J 41 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. to F. E $ cq O 8 R4n� Ow J LL �' U) :N , (n W W W My a a r LL nw Y J Z C O Z ?y f0 r-w a 0 o - a r N U W 0�r°' J Z rn ' Z u°D'j N Z oU = N co U fn F- Q O U ❑❑❑ W CD z N Cz � N z o � Q J - N U) N z Oro � U O- g N w o c w �N � w m t m S I =� � • Q a c N N 0 so oZ w CAD M � � Z 4 E Q IJi E n. 0 E U wo �� 00 �. >ry Zo z® oa �_ 6 �O Uo o o a� rZ Z a wo �Z C: C < o� m o rZ Z r Z m J - 2 m '< w ¢ ZZ go W 3 T 3 m op wLL aw aZ =3 o Qa �5 ;o v zla a � 3a 0 c O = C'7 J � m m 0 IL CID Lr) N N o .-. Q 0 N 0 m N LO U- � N m O) `� Ir- N Q M 0 T E E (O t j o z M Z :3 E N to a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 00 I. FLR. T.O.M._ — — — — — — — — — - — — — — — — .O.M. @ GAR_ _ ENTRY 0 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 STUCCO 5� BANDS T.O.P. /-i -----------�— EXTERIOR PLASTER ON FRAME c? (V SCORED STUCCO BANDS 25 SH / i 2nd FIN. ' — T.O.M. GAR.— — ----------_-----_ /ENTRY —--------CJ/WEEP HDR. HGT. 0 io SCORED LI STUCCO BANDS CIL---- — — TEXTURED -0 11� ooa0000a 11� v v CE I 111 L] E] El FINISHISH ON ON CMU MU El:::] SCORED �������a STUCCO BANDS v (V FIN. FLR._ —_ __ 16070 OVERHEAD DOOR HDR. HGT. FIN _FLR. 12 �5 FLASHING \\ 12 �— SCORED STUCCO BANDS 101 FRONT ELEVATION - B SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1212 SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" —.--------------- ------ - — — FLASHING -- ---------------------------------- CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-1/2" long (3/4"A" 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 s+1.2 tV C c o a® d � W ® Qn c� ;' W d �X 2E! U m �- .. C N 0 N 0 M r. r y li ,, elft b 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. H Q a o E p O 8 N m Lo N � i i l 0 ay7 J � N I; u- 0 fir` W=L-n LL w a a y a yMv w Y tCp _J a' J u- z O= ' Z (0 C U �¢e _ o w I uj Q W m Z z W IL J Cl) aw C14 o0 ❑❑❑ Z z}x W (D Z N to z z C) J tl � � 0 8 W 8 cn c �N f>3 U z� c to �0 s�o o to _ g3 Z Z __J U- @ �z ao QE a p E U sF z® oa H E x� UO Z O wOV a, &< Z �w � L ¢o '0 a C O U Z 3 8< z 5� can a W oLL 3 o jw w =s �o � a 3 zIa Q c O 0 M J rn m C9 CO co Ln N � N o IUD .-. Q 6 0 N m >, N +� O LO O LL � Y m NO r- N Lo N Q 0� E c M z M z 7 E CV N E U °� a ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 r linr-nr�1 noo 0u1r.1n1 c 10.1oTn1 r Cn no M= EXTEF PLASI FRAM TEXTU CEMEP FINISH 00 F- 00 2. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� 12 �5 25 SH 25 SH EXTERIOR PLASTER ON FRAME 2NDFIN. FLR_---1--------------------- 1------------------------1------ T.O.M.----1-------- HDR. HGT____I__ FIN. FLR. ------------- ----- CJ /WEEP 35 SH 6068 SGD REAR ELEVATION — B SCALE: 1 /4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION — B SCALE: 1/4" = 1'-0" F ED GAR./ ENTRY IR. HGT. IN. FLR. 00 fD 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 C% N O c N o ; 00 o 0 '- CIC: CID C-2 CL X _ca ma _ a � W W . co v •� ' m� C'M CV C�l CV 0 Ch ..:..�... � A fIo FE7 13 750 a• SV�E r r 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. Q o m Co o ��2�LLLL N 1 rA r-- I- LL W N O LL W CJd. Y LL LL L� J Z � � 0 CV cD m Lu Q 9 W tea. W od m w �0W r=LL op O O v a CO a z F°5O:'. W Z cMv � z � z o v J — a u) 0 Q) s LL fr3 (J w � U 0 N w o c U) L.IJ J rjt• z 8 v o Q N • CM so o a Z M M U- �a a LL � w ¢ z w� Zo a� 0 E= V � z® c a (6 ra ¢ �g LL K ;a as°Z a Z�E ,� H ¢z o wz a Y Om C, Z m J 5 J QW sz Q a Z O a VSJ� y 3j �<0. LL U 4Z i, W m o �E w wa 3 ;o v a zla Ln > M J Q m rn m 0 L (ID Lt7 N N Q- Q Cr 0 N o to CN +-+ 0 LLO O LL CIO N 0) N o N En Q M o T E CD M Z cc E Nca S a; ca a U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 _ I L 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed In all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24'. The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I -a 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 FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pe PUSH BUTTON SWITCH (OPTIONAL) De PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) ❑TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _Its ELECTRIC PANEL i DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP b #10 to WH 10 98 to Range 10 #6 to HVAC METER 150=2/0 Y200=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 y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 15' VTR ill 3" VTR I� lil I I� I I I I ^ I � I\ DEDICATED ' RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 11j3" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER L SWITCH FOR DISPOSAL \ DWI r \ � FL 1 � \ I ITCHEN SPEC 3 & 4 KITCHEN DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI A/C PAD DISC. WP GFI NOOK L 3,-4„ GN \ I GFI CITCHEN\ TO LIGHTS AND SWITCH ABOVE LAU D. I Pn GFI REF CH LANAI G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE SWITCH OR DISPOSAL 1 FAMILY � PENDANT ROUGH -IN FOR I AS PER OPT. CLG. FAN/ SPECS LIGHT PRE -WIRE G � � f / I / DINING t PENDANT AS PER SPECS I I C.M. PWDR I'I'1'I'IT I'I'I'I'I'I'1'I'I'I'I'I"I GFI @ 44" — GFI @ 44" A.F.F. A.F.F. JWH.W.H. \ 1 \------------- I-------- _ GARAGE z w _-. O¢_ I k o v L----- =GARAGE } LIGHT AS Fr w PER SPECS / > tLl / GARAGE ---------------D.00P--------------- GFI I I IRRIGATION I I GFI @ 44" A.F.F. I I I I I I I I I I I I I I Fl 4—DB & 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 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—B ELEV—B C ti 11-=1111 d c.a > 0 i a ItiD ® cN r'- 1� — cc . y C'4 67 U w ztc c �> o — c ro U � L 57.7 rm , c �o c, n- C O4 0 M 0 CI • a � I`i C -Z75 • 3 s �3J � V 9J�rai:si: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. Engineers signature and seal is only for the structural engineering portions of the drawing pages beadng Engineers signature and seal. O 86 V m J # I t O �� 0 N U)l-- r w M y C14 v wa a. a LL LL (� Z .° rn p o F G� o n s L ttoo o O L 5 N tD m W W tp o o Z N M F Q O Z O U ❑�❑ W U Z � z o d J N 1 z ' UI C �Ln LL V v0 W � U 0 A O w 8 N c y �N � U w m z _ • Q U 'o c U)I Q�o N tm 441 o JZ w M M J m � p Z Z E L.L- E z o oo r ^ <o a p E U z® oa �_�to O < 6 UO a F o p Q Z 0 o pz � wg �J ax <o m� 0� Z m� -' NmZZ �� �Z S 3 0< go W m i oLL K aw 2 2 'r o c� v w ;o a F O— z< 03 .� Ip J >M O iU rn m c� L � N N C LO Q CT J N ca N O Ln LL O _!1d o NO 0) o N Lo N Q M oo T_ m E r CO Cj c o Z M Z iri E N a`�i M a E v � ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 — — — — — — — — — — — — — — — — — — — — — — — tL CL U) N T C 4'-0" ROOF VENT 5:12 SLOPE H Z ZONE-2 w IY � ATTIC SPACE O T 1170 SQ. FT. 5:12 N SL� 4e 5:12 SLOPE `/I 1 I I 5:12 SLOP 5:12 LOPE 5:12 SLOPCL E�� LU O IJ N ' 5:1� 2 SLOPE 5:12 SLOPE' I I EE ZONE-1 I u- ATTIC S PAC � o w IL O J En N a 316 SQ. FT. I ATTIC VENTILATION CALCULATIONS - B 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 - ELEV B SCALE: %4'=1'-0" cyl V � J o o w � a w o � _ u c c' C eV C..a tV N ry Q N � C7 eo O � E c o _ _ 3: M CO C l C E CC C M N O N _O M I•:O 375J 7f 0 • y- •, S T ,A. "f E C F U 0v ���'rr 00* r�aisaa+ 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. `iY Q v O (h R c0 8 N f V O1 # =' 0 ao #LLLL M tANo� u- uua Q = u- d Y U J � V_ CD 2 Z � � i .@ CaV G 0. m � O W 7 oi�rn ¢ � m Z � N Z W t - O U ❑❑❑ Z 'r W Z N fh O Z W O Q � r z c �N 0 Ur4.1 (Q w Q A U Ow to tJl O c y U a c m i4�`�`• Y' w — t0 E I =� U o C N u Q Y N O, a Jz w M J N Z < E U- cis E �o >ry Zo a 0 ro D o &<� ag & Z� Z t w wCID wo c <g=m0 2U Z mw¢zZZZ 3° W a 2$ rb wLL a � OE 3 aF �o o I< o .0 p J > cM Orn cm m a� L co co N CV o Q J N07 U) m CV o LL r4%% -0 to N co N r Q r cy) 00 E E c CO _N CM N Z ECN '• 10 w = a 0 ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 L -1 t 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" SAWC UT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN ILU W L � CONTROL JOINT DETAIL 0 F- 00 v 0 EO 00 In 0 T 10 0 io 12'-0" 13'-0" T-5" 5'-2" 3-5" 11'-8" .1'4" AC PAD L TYP. @ S3 PORCH ��----h,-�------7— --r ■ 11■ ■ ■ I— r— ---------� IINDICATES FILLED CELL I b w/3000 PISI CONC. GROUT I I 00 r IFROM FTR. TO BEAM w/ (1) #5 I I � I REBAR ERT. ABOVE SLAB. TYPICAL @ ALL PLACES I ■ 6-10" I 5'-10" II SHOWN. HOOKED FTG DOWEL w/ 17" EMBEDMENT I I w/ 25" E T. ABOVE SLAB. —GRADE 40 STEEL I I I I I I L— —--- ------ _ C.J. _ I I I I I I HVAC BASEDONSE — ---- — —------� ■� PROVIDE 1 1/2" I I I I LOCATION MM RECESS FOR SGD I S3 REFER TO MASONS OP r ■ I I I SCOPE FOR WIDTH. I I II &D I I■ J I I I j �.I)1, 131 JJ i 1 TYP. @TO I STORY I I I 4'-1" 13'-8ys" I I I I U ■ I— 7 I 7 I GG TYP I I L S3 7. I ! I I I I I ■ III I I I I I L� = I I 7, 3„ I � I — — — — CV � -r-rr-r -- ----J PLUMB! G ■ STACK I I GG S3 13-1 — CD STUB UP TO 2ND FLOOR L FOR A/C I 3Yi' MIN. 3000psi CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Yz" MIN. 2500psi CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I CU CUI C.J. _ I I I C_J. _ — — I 3'-0" VIM11F.' ���•�•w , 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. I I LO I ■ I I o0 I I 00 I I _ ■ I icy = I ' C -3 1/2" K & 7 W 3:I S3 S3 — — — -j °WI I 17 9" ■■ ■ ■_ P Q O Up I w > J an z W O Q 2 3 O PROVIDE 1/2" X 9 I N 3'-11' J 6„ L ■n! Q d 1/2" RECESS FOR ■ o -4 w 0 Q JU FRONT DOOR I I I 0- ;- wTOP OF CONC./ I Uj I > w PAVER TO BE 4" ■ I � BELOW FIN. FLR. I ■ — I 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 0 Z 00 HCn 0 0 4 1' 4" 2'-6" x 2'-6" x 0o I I V-0" w/ (3) � o I E I SINGLE I I I I � L #5's E.W. I I I s3 r STORY I I ■ I I ■ TYP. @ I w I ENTRY I O I o I I I I I JJ I I q I I (2) #5 VERTS w/in S3 (2) #5 VERTS Win = I FILLED CELL I FILLED CELL I 4 I I L---------- — ----I----------- ---------L- 1'-8" 16'-0" 19'-4" V-8" 5'-8" O Wo J Z (7 :) Z O fn STEMWALL FOUNDATION — ELEV—B rt+" � N 0 rCV a 00 _ a a ar u O Q= " . 0- Q C M Z a I'D cm m ¢�� Cu d _ _= Q, �E In d. U Q CM N 0 N 0 -ST CF [, i S 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. F Q E N O N N OF0 # v w =�� LL LL IA N Cn r �Ma W a a \ Iw tC0 LJI.0 LL Y J Z Z 13 _ern 0 0 a r`mo oo E O f0 r- cO m Q W in�OT JFz 7• ILd 0 o W N M Z U H "$ Z UV7 OU ❑❑❑ Z i`i M z �g z d- N N Z �0 )V 0 YZ w s LIJIn = N r � •.. g Y.2 H- _ Li v, Q sr ~ o a w M o3 Z a E �o ao a 0 E sF z® Fm- r0 o 00 <a°� z F wo wZ VJ C <o � 4z oNo w� .0 z Ott J <w 8 > ° ZZ U Q 0 W > � m �w �' a oz �- 3 =r o wa (D� ;o v zl< a 0 3 4) >M J Orn B cc W rA' co L / N :3N a Q Cr 0 N /1 o L.L pp N 0 U') _ LLa--+ L) ce) O M o co 0) Lo N Q n T m m co CD vi ch o Z E N y ` v a _j ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 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 Z W U:) CONTROL JOINT DETAIL z O Q 0 z Z) O 1 z O Q 0 z O 12'-n,, 1 _, _n-- T-5" 5'-2" T-5" 11'-8" 1'-4" 2'-15" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH r I � �INDICATES FILLED CELL o o w/3000 FISI CONC. GROUT I a T 00 o FROM FTR. TO BEAM w/ (1) #5 I _j T U r- I I I REBAR ERT. ABOVE SLAB. ■ I I o TYPICAL @ ALL PLACES 6-10" 5'-10" o0 00 ISHOWN. HOOKED FTG I DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. I GRADE 40 STEEL I `t I C.J. — — ■ ■ ■ ■ 0o I HVAC CHASE OP r I BASED ON �— — — — ------ ■ TV LOCATION PROVIDE 1 1/2" M RECESS FOR SGD I I I S3 REFER TO MASONS ■ I OPI SCOPE FOR WIDTH. I ih o ■ I Ff 0 I ■ — �� C.J. _ _ — ss I TYP. @ + Oo TWO I STORY 4'-1" 3'"8Y8" 3Y2" MIN. 3000psi CONC. I SLAB FOR HERNANDO ci COUNTY ONLY. 3Y2" MIN. 2500psi CONC. SLAB ( ■ ■ OVER 6 MIL VISQUEEN II VAPOR BARRIER co 00IG TYP ? ?I U U S3 I ■ I L _ C.J. — — III I o0 o v I I I " I cli I N IIi LO � ■ III � LJ 9 . q I i 7 -3 I N I PLUMBING STACK I GG = S3 o C.J. r�n — — — — 13-1" io 3,_0„ STUB UP TO 2ND I 2'-6" x 2'-6" x FLOOR I I ) 1'-0" w/ (3) FOR A/C —J— — — — — — — — #5's E.W. I I I I I I I I I I 1 1 1 1 1 1 O ~ � o U,S3 S3 iv Co w z 0 9" ■ ■w ■1 <� '■ LU 123 N>O T -11'- �II z PROVIDE 1/2" X 9 a 1/2" RECESS FOR ■ FRONT DOOR 4" OV op �M } I a_T 11 ' OU TOP OF CONC./ Jo0 Cn I PAVER TO BE 4" > w BELOW FIN. FLR. ■ M ■ I I 0 4' 4 1-4" Z_6" x 2'-6" x cy 1'-0" w/ (3) TYP. @ -v L #5's E.W. o SINGLE r STORY ■ I I ■ TYP. @ a ENTRY A ° S3 I I o i I J i o g I (2) #5 VERTS w/in S3 (2) #5 VERTS w/in o — — — FILLED CELL — FILLED CELL --- — -j Ilk yx Nq Ilk V-8" 1 16-0" V-8" 19'-4" V-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-B SCALE: Y4"=1'-0" C" N a N I� o C3 c � Q o r U fz r4 N =0 0 y C tV d N d is d N .> cy ` � c cm n-ss y o L M N 0 0 aRx• y o Y �. J h i E OF ivy • 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 Q 8 o M N < � Cyy J aD N # LL LL y� VI C�^ rV LL W dJ d' Q W ID M 'T LLl a a J , , tL C7 z 0 L Q C O «m H W �'T Z =U . <ZU0 CI) (LLZN 1=- OU ❑❑❑ W U (ten z N M a N N z U A .2 LL N � z m V O w o c y U LU ° U o' C U) a°ii Q N 0 o coz J ¢ a U_o E z �g > N <� E_ p 0 U U a a U0 � U 0 0 Co ra H o wo �Z ww = � C <o .Q U w� Uz Z z m' (3)om a� <w � Z 8 3 S� O W T3 wLL a� �w M � m �0 w =0 C7 � J o c•, v <Q 5 �o Elm o rn m N L C.0 (o L) N N o Ln .-. Q Cr 0 N �1ch LL o m N F— +� o LO �i O LL c) O 0 m o N Lo N Q M O T E C0 M o z Z ' E NCn •' m a E U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 12'-0" 13'-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 0 Nv O 00 @ 2N.O.C. MIN. O ZI s6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N . 1 TYP.. 1 L1 0 r C) RG. WALL O O m FT8G r I G) FT13GE �— FT11 I— . . . . . . . . . . . . BRG. WALL S6 TYP. @ 2 STORY. SEE JJ/S6 @ -n STEMWALL IF 35 FTA (2) A 22 D1 FT9 (2) A = CJ3B co NO CJ16 9 D1 7 ti�se D1 FG3 C m ^' 7 D1 C9 A TYP. U.N.O. v n n C_ C_ 00 00 5'-0" W w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft / A (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 \rO 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE:/ NAILING ZONES (SHINGLE AND TILE): k � \ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I I I O I I Q SHINGLE:'/s' EXP. 1 (21116) or1%2' EXP. 1 (3�116) TILE: 1%2" EXP. 1 0�116) I r I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r I I I J r 3r I �+ Id - 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', 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 GABLE a=4ft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-/ —ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL 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" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" 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 2 112" 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 555 12-10d x 1 1/2" HHCP2 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 (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*`). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B. M N N 00'� ax � ti ra r✓ c � N c c r U �- w u � N Ca c E: � o a M N O N O M 0 .� \ \ . • • 'in or b � 1 ^�+ �•�l a " �r 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. F a 0 E SO N 0 �,8 ��� N C',C a V 0 F' ' °0 - • M r/i QaiMST N 0 W a a cc a Y 0 U- J u- Z ,. _ m CM 0 _ o 0 _ '@ CV65 W _z IL a�= U fA F V N a 0 d ❑OD = W Z N � Z � Z Q J n- N N � z v01 CD o LL 4-1 (� cn w m � U m 0 wC) g Ly N U � w c s':• � m 8 00> C.) 0 (n d Q 0 • �Q N o J z W M J ZO Q LL ZO g Z o d. 0 CU U �g Z ♦— n7 _ o n <� x� �¢�z �� �o z � az wg �Z �w cn <a Ia m� o, z m J o m zz aW ¢ ° z zo `� �w W C3 m <� & az �= 3 JW o C")o aF '0 a= R Z ¢ U 2O = > CM J O M m (D ^' W M LO LO N CL LO Q '� J CN ') (J I..L m 04 O LO `. 4-J O ILL r*-.. Y co 04 m M N Ln Q M o r W m CO M o Z Z E CV N a v _ a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 1 11 P!, 1 ILLV 1 CAI IVI 1 ILLV 11 \IIVI OVERHANGS OVERHANGS , 91-411 I . 51.611 (2) TYP. &I ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n I 2r I 3 I 3e 3r HIP -35.94 -49.57 -49.57 -49.57 T 10 GABLE -38.22 -38.22 -60.99 -60.99 60.99 78.58— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 1a�IZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD� IZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDlI ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I I I I I ROOF SHEATHING: I O I I (D SHINGLE: Y16" EXP. 1 CY16) or 1%2' EXP. 1 (33/16) I I r I I TILE: 1%2" EXP. 1 03�16) I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%- x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120"1NAILS 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. a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 1 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/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-1Od x 1 1/2" 1 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 (+1- 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 Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-13 SCALE: Y4"=1'-0" CV3 cV N cc a m -a CL. a eia Q o o U C-n t c rec�C� —aCO>c N ry CV „C o n, Q � N :2. E iv w ,sa U J d C r4 c R% G CG �) M N O N O ♦ No r !' l'fie; IClil. l + 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. .:� H o Eo a O N U US Nn N n # 0 TO ,� LL u_ ,. N O LL d , W CM't 2sSz R 'Y J S M LL LL SS tj i� Z Z J O `y Z SU 7 L co _ r z o O O 5 (V f0 W m uJ Q W °' J k w Z N Z M O H C1411 U �^ W M � z N pM z f0 z o r t/1 z :2 C1 � c9 s Z5 a--+ (� C. V � (D 0 w $ vi C Nd C w Yro J 8 U o Q Y • N O� o cD w M M J y zo Z z g LL a N zo > N ao O u o� wz z® o� H �r � 0`� 0o 0 z z ru ICUwo o ww r- 1n ra o <z mo o z C J OU ¢ • z z a0 W ci 3 T O wLL 0 <o az � r- m z 0 o <) � w 6 Lo a X,_ ZIQT0V C C:)i 0 > cM LD N L � N N C .-. Q 0 N o m N ~+-+ o LO O LL 0) o o N `14Lo Q O T vi (^M o Z m z E (V cc E 0 a U _j ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.2 - _1 L__. _. -. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 ZJIHIJIH�Jlml LIVA LIRA Iml 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 81716-113/11T Ulu 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID o �w O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a 00 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf precas irntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN..(1)REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° G ° ° .M.U. #5 REBAR AT TOP w ° ° MIN. (1) REO'D 1-1/2" CLEAR 2 ° ° ° ° -i Z ° G ° GROUT O ^ J ° 5 REBAR AT = N U)) w ° BOTTOM OF co Z L W L O o LINTEL CAVITY U)) pUF OTTOM o it p Z REINFORCING < ¢ C7 LL - 7-5/8"ACTUAL i.PROVIDED IN LINTEL z 0 n ¢ •' O 3 #5 REBAR AT BOTTC 8" NOMINAL WIDTH (VARIES) in u��i cr a AS INDICATED 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 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"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Yz" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OIL SEE PLAN T/VVALL II.1 8" KNOCKOUT COURSE SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 5'-8" LL MIN. E 17'-4" LL LINTEL PLAN - ELEV B SCALE: Y4'=1'-O" CV C >N QO a u L :a c M r_.) 4) Z2. �C2 W.� E c E o O- U a CM N 0 N o_ M .. �� • x., .. ist4V*_•kjia. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w o ow '�t o 0 ? LL LL N `` a w 0 a r) - u- LL a U air Zmc z O L Y O o W C c m L ¢ �m „ W M v) � pj Q) r- 0 O L N rN,) Z W ~ OIL U ❑❑❑ Z �� ��_)Aa W U mm Z N N) O z m QQ Z o Q :a J 7 - N CDl o LL + (6 Cn w ° U O W o U W 'g, J _ z� yy ts, � U) N .4 w M ¢ z Q U zo o' >� �o o z® ro 00 CID °Z Z roC <o wz N M C 40 SU m0 Z, Z m� �mQw � of Z Z go W c T } p } aLL a <o az NF S m o� �3 �0 J JW Q 0 M W a V zl¢ NO = M J O C m 0 N L � co N o LO Cr J N U) m N 4- o L0 L M m CN Lo N Q � � CV)O T CD cM o z m Z E N N ID M E 0 � ca 4) a U � Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 3 v W C> N m t` N cn o L0 N J N 0 I N N 0 rn c 3 to 0 i v a E F2 N N E x 0 c c sv LZ O c c a 0 i U a I Y i c 0 0 ,v C� N 0 0 M »3 v 0 6 a rM O 0 5i 0 w iY m v ,v v 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 X 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 TR11-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 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 STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONSA R N N 0 SUCH S SUB FLOORING G 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148' 12d = 0,148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET 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 T S USS U E OBE 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 = 1,850PSI 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boraccre 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 includingg 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 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 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%4' 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. !V 0 !V 0 c ® - �r C0 �a9 G� Q C ro C, iV ro 3 Cj a' � rm. � w c ECD c sx y ro 0-d c E ro a. v co CV 0 N 0 ;I- C:) Z4~ 0 -CJ IST .: 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ,. W cu W E 8 a N '�".. N O c iY J C,0 Co # LL J b �040� w w Q d MLLLL; (7 z J 3 O r, Z -tern o� L m o O _ L f0N co m Q • W in`�'°' w d o O U ❑�❑ Z aya W UI M 'n z Q o z co z o� r N Ni z CD o C1 LL Tl 4 f73 (n w 0 a is V 0 w o -F g = W U o N c U3 d O r. Q m s� tico o w J 03 > y z Z a 11 mE z i? » 0 0 � v Wo<� �® 1- ru �z o� U o �¢oz d� �z Zcm� a t ao �w CO>_ n ra ¢ o z w 0 `O o ZK > oU Z m J mQw � 8 F� �z Z �u op LLa N Z W C) o m a. & �r �z Js a =3 �j J o �o 0. zI¢ 3 'M O Nt CY, m m 0 ^' W L M LO N :3 N C- L0 Q c J N �1 U o L.L m N +"+ p L0 _ O Y ca m N Q) N N Q M O T- T M Z M Z E N H C o r c a 0 � a )OB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN l L � 1 3 N m N N J rn 0 I N CIR cn c 3 N N 0 a ca O 0 c c J 0) ti 0 U O C O / 0 i U i i z N I O Y i 0 v 3 N N 0 M c 0 0 a N 0 04 M ui S w it Q c N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) ilk Sr I14 I WALL SHEATHING MAX. I 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN v O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 O 0 5'-011 a - c� STUB -OUT FOR 1'-011 o 0 0 LO GAS METER 0 �• U O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 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" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap --� FILL CELL— ,— STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90' CONT. #5 Ll BCONT. #5AR ( HOOK BAR F 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION —/ TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I IMASONRY WALL OR I INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. i i 2" max. 4" max. Web Stiffener Fastener Schedule i L Joist Bearing Location _ _ - u Series L Depth End Intermediate p_ 9 1 /2" 2-8d 2-8d BCI5000s 111 7/8"' 2-8d 3-8d /Xf �14 f 2-8d 5-8d -J 8 � � ✓ - - Clinch nails - � 9-1/2' ' 2-8d 2-8d when BCI 6000s�,1.1_7/8" 1 2-8d 3-8d possible BCI6500s8 14" 2-8d 5-8d 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d ---- 3-8d web -flange connection. - �- BCI 60s0 F_._14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. ,1-1-7/$" 3-16d _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - - Under 2nd floor column w/ loads N.T.S. 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 code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or CD Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking LIse 3" /10d1 nails at 6" o.c. j, � Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* t7r7i 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — �7=75 • . • , ••' ° �. 6" A 1 2" ROUND HOLE MAY 611 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" Any 16" joist Span (it) 12 1 1'-0 T-1" 1' 2" 1, 2". V-3 T-9- 2-4" 2-11" 3'-T' 1 42 4-9' 1 9-4- 16 1'-0" T-1" 1' 2" 1' 2" 1' T' 2-T 3-2" 3-10" 44' 5' T' 6-4" 7 2' 20 T- V-1" 1' 2 1' 2" 1 2-4[r" 30" 4-W 4-10" 5'-11" 6-11" 7'-11" 8'-11" 24 T-0" T-1" 1' 2 T-3" 2'-5" 3'-T' 4'-9 5'-10" T 2 8'�" 9-0" 10'�9 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. %" 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. 5/8"D THRU BOLT I.0 SIMPSC w/(22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION -- NIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I —III —III —I f Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM • • 'a SEE PLAN FOR •. Joist hanger FOUNDATION INFO a' ° • a. . b" STEM FOUNDATION a <J % F-GRADE REINF. SEE PLAN Fill bl k er oc . \ 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 - ✓ f f _l 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 0.6XJoist ° ✓✓ % depth Vo I -JOISTS BUCKETS N.T.S. a _I —III —III= d do III11111� III—'' II— • c d = Z (2) #5 REBAR A/C CHASE 4" PVC 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. �; LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d 50 x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION r d c 1=III—III—� d d d o 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE f-- PLUMBING LINE d � d • c'd d _ cod \d • °A • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d e d d a ° dG I -III—III—� I —III —III: -I j 1, 11=1 a', d 161=1111 I I I III Je a SEE FND. PLN. SIZE & REINF. as N C N a > C_ a'.:,5 'mC_ � -", , n U) f� � tS) M ��.L N a ro E = 0 fM N 0 0 h _ J N S Ti� �•1 f.l `. ! i \ •fir\'. ,`'1 r' lJ f•i .... lilt 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Og o o 8 N N coN N 0 O C u� J N � O 7�oo�i 'LLL J E 0 fnN0o� LL d w M acovo w -a- a c Y J a u t9 _orn >0o Z .2 O 0 k ; C m Co LU J m �' p p w Z °�° Nz �dvi LL I;;. 0 N Q U Cn ♦— C Z oo❑ _?t s"� W z N M 0 z � � z o � J — V) z CD o 4 U O A 0 w a �Ly V) N N�W f6 V Lu I (-) o o z J 03 z Z Z L LZ. ¢® 0 9 wo z o E o 0 'O gz Z a a< = �z �w o Or mo zF z m J J �o22. 5 p 8 F 0 JO W 3 O > op W LL c a z V� w no K F _ ll J o J= << -o IQ o 3 �a O J > M �, rn `m 0 W IL (D L0 N :3 N �- J N m N a--+ O L0 4-0 O Y [ ' O O 0) N � N < O M O T C M o Z z ' 'n Nca c m a 17 w U Q 0 c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 ,n W 4 0 m r- N CD 0 CT 0 N N J co N 0 I i c N N Ca C E H fN E x 0 c c J LZ O U v U i 0 i z I Y i c 0 LZ N 0 0 w: 0 0 a rM O 0 M w ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(TYP') VARIES 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 9UH00K (SEE DETAIL I V V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 V-0" (R302.11) 1 Rd TnFNAII S T P. R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL, UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl' 144 MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM DI—�� D7158-CLASS G or H, or ASTM i �j� ; • '- D3161-CLASS F, IN =1 I I —I ° I ' ACCORDANCE w/ TABLE 1, R905.2.6.1 FLORIDA BUILDING q Ii=1 11=1 1=1� —T II CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"&X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND MAMA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v 00 ce) — — D 0? 6 MIL VAPOR BARRIER C r 1 �• • = N COMP. SOIL. ° (COMPACTED TO 95% — I — MODIFIED PROCTOR :7 ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" ON CHAIRS TYP. (1 STORY) STD. 90 NOOK SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z M SEE A/S3 OR J/S6'I I I I !FFT-1I 117 FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"" x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" Ilk (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2"- ELEV. -0'-31/2" z 31/2" MIN. A.F.F. O N D A TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 7`0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. 1 /2"(min.)- 4" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. •-2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /,,�2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH _ �li�llr l � alt u • I1 �� 11,E >I►- � 11 • �. SCALE: 3/4"=V-0" CC S3 CollO SECU�\"( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS \ NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �MVMS 1co JCJ LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11 ) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR c\I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" " „ „ „ , 5/8 x 10 J BOLT @ 24' 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24' O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS �� 5/8 DIA. EXPANSION BOLT @24 (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 *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP (24" MIN. LAPj #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600# ) W/ (10)10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N TYP. r 2x P.T. PLATE PER MFR INSTRUCTIONS w END OF 2" x PLATE WWF OR FIBERMESH M E ASSUMED FINISHED #3 OR #4 REINFORCING BAR - D11 IP° ' GRADE `, D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL Z _ C — Cl)— — D D FINISH GRADE O° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g — to D D = _ o T - FOOTING MONO SHOWN - °O � FOR CLARITY 6 MIL VAPOR BARRIER I e. ° _ _ _ #5 REINFORCING BAR R 1 7/8" Z • 1T1 �� S #5 LAP SPLICE (2) #5 CONT. NOTE: *FOR BEARING WALL N D COMP. SOIL. (COMPACTED TO — —=1 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS � 8 1-4 8" W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM T -- - _ T� 10" (TYP') D1557) — 4 14 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE_'� SCALE: 3/4"=1'-0" S3 REBAR DETAILS SCALE: N.T.S. rF'�' S3 WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01. S3 SLAB INFORMATION. SLAB INFORMATION. VARIES 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE OOF LAN S.G.D. (U.N.O.) WWF OR FIBERMESH min. 4" 10d NAILS TO TRUSS TOP CHORD TRUSS FOR T a A a ' _ "v GRADE AT 24" O.C. MAX. SEE PLAN FOR COLAYECTION � - � a • TOP OF BEAM INFO . I —I i r—I (1) #5 REBAR w/ OPT. SEE ROOF PLAN - "" — -a cE' a . e T M c _ -' 1= � — - S E N ENCLOSURE (2) HTS20 FOR STRUCTURAL � .- _ — —_ v E _$ieb BEAM SIZE & _ r A CONNECTION INFO M ° � TYPICAL THICKENED EXPANSION JOINT MIN. EDGE K"T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 13 O.H.D. RECESS y co co SEE A/S3 OR J/S6 J'1I I I I I r_ FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAN — ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Q0 e 00 CV M 6 MIL VAPOR —_ BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 N ' WWF OR FIBERMESH Cl) A I K S3 I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 m 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE F SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL . TAPCONS w/ O.0 AT 8" O. 8" MASONRY WALL AND ATTACHMENTS & 18/D1 . PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. co SIZE VARIES PER PLAN c� Q w/ MIN. (2) #5 VERTICALS 00 z GRADE > _j FILLED SOLID (SEE PLAN FOR o w SIZE AND REINFORCEMENT) C7 = U.1 • Cn F-aw� w Z BRICK PAVERS or SLAB PER p o _ • • • • z ' " FI F COMMUNITY SPECS " " ¢ FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C" tom! O n0 ao a Qa < `- r E o a � w M CV O 0 �t,wtliilEia M •��\ �d �\ N H . � . 0% STATE CF ; ; !`!'!li3Rlilit\` 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. 4 EQ � N v N p cr)001 v1i� r 0 LL LL ' a W Q airNiv � W a N J LL o_ # S Z r/Y� 2 J " z o In i ` o NCO m Q Ugh 0) ¢ w ZILW o N M a L) U) H Z OU ❑❑❑ CD og � N z o � � � v J r N z C� o C2 lL � � U W —� O vi �N W o C04 W e d U O N Q o O �0 N O� � o J w M J z Z a E LL @ E O E U O E'p z Z o 0 a r0 20 00 EzC�6� cc rp < i 0< w z 0 <❑ m� 0 Z m v J UZF 0 Qw a 0o¢ zz a O W co m LL w r� wz J= J� a c) v <� N0 ;o 00 3 yp J > M rn 0 CD (a LO N N - CLO Cr 0 N m >> N }' o Lt') ... O � � Y co N (3) N CD N 7- Q M O T ECfl m H M o Z z E N cc c a U Q p c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 1 . • - _ _l _ -I _ __ _ 3 LEA 0 i m CD N N L0 N J N 0 I N UI 0 3 a N N / a E d 0 zz O U 0 C U N 'o i U a z N I Y i 0 v LZ N N 0 0 0 a M 0 N 0 r7 0 W ru v to ,TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM 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 PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR / WALL 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 VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL`, SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD 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� CL TO DRAIN EXTERIOR WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE I3RD 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" DOOR JAMB 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 J d a ° °a 11 d d d O d 6 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 71 I it- NOTES: O 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. 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 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T r 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. g SEE PLAN FOR FOOTING G B POURED CONCRETE BASE FOR BOTTOM OF MOUNTINE 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 -fit 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 FOP 3 iARAGE IOOR vvvn nn..n 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (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" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 "+ HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. 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 USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD f -I- TOP PLATE --/ 1\2x 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)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L O.. . O.C.AX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK �#_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL % SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48„SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/(Al16d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 I SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 SIMPSON SP4 ---i TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 - R SIMPSON SP4 SIMPSC SP4 NTELS . 1/_ SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED is I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) 3 (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE /- 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED KA NA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 10 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) o 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. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR REV. 06.24.22 SCALE: N.T.S. S4 s+•3 !V c o Q �= d� U CL t = o �-' ' �- a Mrj � E .� oc v U r c u M C O N 0 M O ,ROB,,!°�.•�.��., OR sR r �-�-•rl._ w sew ` \\, o'*�f � \ v — +'f •J� � •C) p C. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � + W H Q �E* O M N cp Lo C,0°� LLW to M a rn r` W w r M v w a d J LL ii z Z _2N v O o a' O 7•(ON cO Co L Q W r°��°' J k z $ z uCo w_ 7 N Z UU 2 M x ` Z U coLL H N O V ❑ ❑ ❑ .ra W � R z N M z z � Q � cN M z a) o +� v, w E , V 0 w g N Ly N �N U) fp 11J Avi' J c �0 c o J� W Z mE zo zo � OU Wz< oa M C) p � <o K r U8 O Q Z� p ro L < 0 cn¢ ao m0 o� Z � mZ oW� Jo W T 3 LL a= N r m o� m 3 o JW <� ;o 0 il< 3 O J >M O a; rn 0 Q� L � (0 LO N N 0 .—. 0 N m N }+ 0 LO O L co CV m M N N r Q O E m 2 CO M o Z Z E N a 0 _ ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 r' 1 SIMPSON HGAMV W/ (4)1/4"x1 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 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9„ BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS 4�a 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 DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS ; NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1OdX3" @ 3" O/C w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 7 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)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN 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. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP T co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � `o SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 60 co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ]tip RIDGE FASTENED AT 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 2x4 PANEL BLOCKING 3 2x4 LAMINATIONS W/ 1 ROW r 2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF () () () () () () @ 48 O/C FOR THE 2 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_ NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g L - - SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" MIN CFF M/C5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE 1TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d XO.131"@8"0.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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @a NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LLj 9 Y CORNERJACK � U w Z cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN 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. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS \ 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP T co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � `o SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 60 co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ]tip RIDGE FASTENED AT 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 2x4 PANEL BLOCKING 3 2x4 LAMINATIONS W/ 1 ROW r 2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF () () () () () () @ 48 O/C FOR THE 2 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_ NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g L - - SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" MIN CFF M/C5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE 1TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d XO.131"@8"0.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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @a NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LLj 9 Y CORNERJACK � U w Z cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP T co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � `o SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 60 co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF ]tip RIDGE FASTENED AT 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 2x4 PANEL BLOCKING 3 2x4 LAMINATIONS W/ 1 ROW r 2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF () () () () () () @ 48 O/C FOR THE 2 1 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( ) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_ NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g L - - SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" MIN CFF M/C5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE 1TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d XO.131"@8"0.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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @a NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LLj 9 Y CORNERJACK � U w Z cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" MIN CFF M/C5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE 1TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d XO.131"@8"0.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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @a NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LLj 9 Y CORNERJACK � U w Z cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. LLj 9 Y CORNERJACK � U w Z cr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. oil� ■1 1 Icc INM1 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 ( L AS PER BCSI SCALE: N.T.S. G SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 cn N O N co o >. w p^= o = Q >� fN y C= v. �WC� i � = p ��.2 , =� E 0. U 0 M N 0 N 0 p.. _ a P� 0 f`. -.2 ; ` STti.rE t.•.- 01 R ti " �; ' '~ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W H Q 0- M 8 N O � LL N v '� aw. w 0 a c _j LL a Y C� u- 3 o rspQ O W � '@ C m muj W �2'M a z ILZ r Lu C N Z °d U 2 N ch Q 0 W 1- �_/ O U ❑ ❑ ❑ W CD GO ffq z N M o� < Q� Z o Q J n .2 N Z o � +-j U ° 0 w o N c Y R'l w <_" _ f U o ° Q Y N rn S� z W Z cn o 3 Z =o >� g E o os z® a= uCo oa F_ ro % 00 CL zE - a� 0Q wW <= t g X, z �c o�Z m � m < W J a ° zz 8 °off ao W �� 0 �z o a� �� m EE aLL 3 = H o w ;o =IQ o3 124 Mp J O rn m ^' 0 W L (o Ln N :3 N CL Q 6 0 N CL ch m T N +-+ o LO O " r*-_ ca N CYi m 0 O N M O 1"- CD � o Z N y "' Z E Ecc v �; d U Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S5 3 T3 W I N Mi r` N Cp N 0 c0 LO N 0 J C" to 0 I M i 0 0 0 3 C Q N N ii E 9 a E O s v J 2. v 0 0 �I N .O U i z a� Y i 0 0 0 J LZ N N 0 N 0 a 0 a- 0 04 0 M O 0 w }m 0 v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN .:• 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY c ... N ° 11 II II [[• 6x6 W 1.4xW 1.4 WWF OR FIBERMESH 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 ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD W LAYER 1/8" THICK. LL W vj —INSULATION PER y 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) M v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH � 410 6" BELOW GRADE =1NISH GRADE 00 _r-1 '--STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE. 3/4 =1 -01, S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO ST.._ 2nd FL00 BEAM/GIR 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 *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od 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 1ST 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 FEND SHEATHING TO )F BEAM OR GIRDER ATE 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/BAND 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 iE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS oO - SEE FRAMING WEEP SCREED C) z PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" 0/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 CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 SCREEDLL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ 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 .. d;. •— Zo • 0, 8'�'8 CHAIR NCEMIN. 3" INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB --= EXPOSUREI SHEATHING X PROVIDE X BLOCKING AS REQUIRED PER D c SECTION X-X IF Lu NOT FULL HEIGHT SHEET- coC z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I ____ - -i 15/32" OSB EXPOSURE r F SHEATHING W [T 2 SOLID 2x N C BLOCKING @ ALL C SHEATHING O EDGES (SEE rn OPENING SECTION X-X o v C x w x E F_ 2x STUDS W BEYOND. 'n SEE PLAN ' U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4"1/2" S 1/2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFF Off, T�� N 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYe". rn N i NAIL AT BASE 2 ROWS @ 4" O.C. wl8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL IL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL w LL O 1, J PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ O yv� J4 r—0 O � w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ' O0 0) m '' @ (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O O F MEMBER IF GABLE END c U) LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 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 S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAt @ 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. v d • -III-III-I I�114, IIIIIIII-•-:: iIIII; (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1) 2 1 (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) 1 (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 — CY ;III„I' 4 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. l'r? CV 0 CV 00 c C3 c 0t Gi. a) c a w o g c cc = r� -cam ram+ N dv c a d ez- _E E _. CJ v — Lj W r c C• Cr 11, c - a. u M N O N O \ ,J f \`'Cl•`• v `.,jam r STA 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. .4 'z3 W '54. Q FA o � 8 ID N m �.. 0 J J ��,00"LL )' rl 0 Inrr� uJ. w w 14 N o o. c_j i co v a Y a z ccu_ 1/7 _.6 i 0 A Z r a1 V r G.4Co o W U) 0 - $: gY ZUM N Q O U ❑❑❑ W z N 0 z � g z o J r` z U o � �N fu w U° 0 ,, g N ry � °? � U c w m tr E 1 =� U o °d • �Q C N a N O o r< M ¢ 0 z z _j E zo >N o a 0 wz z0e H r0 xo 00 �aoz a Z Z�E d t Q O <� J is �z w mo O z z m � J O U .2 2 Z ¢w �z a W o° wLL az m z fE '0 .� m � O- Z¢ U� > M O rn m c9 L (o U-) N o L0 .-. Q Cr 0 N � � m T N +j 0LO O LL Y OM-0 00 N Lo N Q n CD ('M r ui Co � (O M o Z z E N vi E a a 0 o JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) I CP 3 W 0 i M C) 0 N cn 0 N J co 0 I i v c N FV— Q M O N 0 a E 0 v J E2 U U 'o i i z t Y i 0 0 J a� t� N 0 0 M a 0 CL N N 0 M a� 0 I, -I a� 0 SCALE: " = 1'-0' NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ V'6 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 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 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: 4" = 1'-0" 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 J" AND J" GAP TOP AND BOTTOM, GLUED AND 77 NAILED TO STRINGER / 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT %RS IN WALL --2x12 SYP B FzA BA I x4 BLOCKING FOR 2x12 , BEARS N WALL 7/7/ E 2x4 PT UNDER 2x12 —2x6 SYP ROVIDE MOISTURE L ONATTACH ALL COM24 SYP BLOCKING OF STAIR TO CON2x4 PT AND NAILED HOD INTO OOR WTIH GLUE FOR STRAP 2 t" TAPCONS @ MC.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS \ 1x4 GLUED AN/ NAILS) OF STAIR TO CONC. W/J" X NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / E W "A" SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER GA SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER �1 / 1x4 GLUED AND NAILED TO STRINGER TREAD 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERSG—% E2x4 BLOCKING FOR 2x12 SIMPSON A135 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) AT STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" —t' PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: i" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C --1 NOTE: 2x8 DRYWALL STOP \NOT SHOWN FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL STRINGER (2) LAYER" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR NAILED TO SUPPORT 1 CHED W/ 12d NAILS LVL ATTACHED W/ SIMPSON H3 AT @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" PER CONT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. :L 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" = T-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO tRING WALL BELOW I'WALL JOINT YWALL TO ✓ER JOISTS) H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" cat 0 N Io0 0 Q d > W 0 w rL..e G`) y a CU = . c T s� M CV 0 0 r', 5 T T OF • i�� .r v 1 •!!!!lppi6i4iiii To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �^ �. E N N A O C :: z Q 17 0 J M0 LL a. a M LL LL d z �i — 0 Y;. O 9 W13 -rr-:2 0 —,.x Lu r.- z ;y N rn 0 d -' 0 05co W IL J w d o ^. ;� V N OU ❑❑❑ W 0 z Z o Q v J � o Q A M U O w g (Z U z U o °y' • Q see o J rr w Co M M J y ¢ o Ss z Z < LL _ zo oo >N 0' Q E 0 oa F— r0 o <<= � a &' w� � o �< Z�� wo ww � uU.)m C ¢o a� f 0 z z0'z J ¢ 0 z 8 30 W �3 o oa < a '_ m a tt � Y IIIIIIIIII� M v z1< a= O0 3 0 M J Orn m 0 L � (o Ln N N a Q 6 0 N ch m N LL co N m cr) N N Q o CM T a) CO CO M o z m z E N (n „ to E c tl U J Q p J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST 1 3 w N m N 7 cn co N 0 J rn 04 I N c 3 Q N N i 0 E 0 C c J y a) LZ 0 0 U N 0 U i N I Y i 0 0 t� PM 0 0 0 0 a N N 0 0 W a m v N 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. ` ' PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. r � 1 X 4 1x4 P.T. #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16"0 X 3" LONG FURRING �� FURRING L 2 ROWS 3/16 x 3-1/2 3-1/4" LONG X 3/16"� FURRING ( ) #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (n,P) ` ' BLOCK@ SPACING „ O.C.ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH � 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n 1x8 w/ (2) ROWS 8d NALS �� 1-1 /2 DETAIL 3 DETAIL TD. 90 HOOK (TYP.) STD. 90 ` @ TOP & CHORD, AND 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) R FACE NAILS 10d @TRUSS VERT. NAILS 10 WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` BOTTOM OF AND JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1l2" ❑ x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH ... FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. t I NOTC @ COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ � +2 w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4) 1/4"x2 3/4"FIRST TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' ` +5 FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATIONFILLED PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 16010 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2,_0„ p„ SOLID W/GROUT ir O 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRSDESIGN BLOCK HEADER ARCH BLKG. & BUCK HM9KT w/ (4)1/4"x1 1/2" SDS OW SEE NOTE 1BELOWSIMPSON .� 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA "' .' 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. • ° . � �"'" � '' ' •� I :. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24 O.C. .: OVERHAN ` �,.. ° CONNECT W! 8d NAILS BRACE/ BLKG. FASTENED PER L N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR A()x 8 ARCH FACES W410d NAILS THRU OSB INTO 2 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP A. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'/�' WOOD ) O --------- -- - - -- --- 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED NOTE: FOR OVERHANGS LESS THAN 3/4" • NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4 EMBEDMENT AT 16 O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 6-0r' SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4' MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE °� ° yD > /4 MAX EMBEDMENT INTO K.) B-B " 8 PER NAILING SCHEDULE ALL -- - -__ - - J ° e ° !• #5 BAR SIMPSON , STRUCTURAL SOFFIT o' 1'0 ° ° CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS S FO e . `� IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = 1'-0" ** FOR ALUMINUM SOFFITS WITH SPANS () ► ° • KNOCKOUT / N 8d NAILS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER ► •P P. THE SOFFIT FL PA INSTALLATION CRITERIA :e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d , NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY •°. °' . SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL7 .► ° 2 x 8 VERT, BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT ? z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO T-6" 2xOVFRN ° STANDARD q BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. , i 90' HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + tE + + NOT (2) 10d NAILS @ 8" O.C. H #5 BAR IN ' TO FIT ARCH CONNECT W/ START OF ARC � �� NOTE: IF TRUSSES USED) W/ (2) #6 X 4/� WOOD + + TO TRUSS TOP CHORD FILLED CELL - - ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + . _ . ... .� .: • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () + + PLYWOOD SHEATHING �: '�'� �'�'� �'''� �'� �'r'�Sk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY �� � CONNECTOR CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ROOF EXTENSION M z 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 WITH MIN. 3"COVER g'_0" SCALE: 3/4" = 1'-0" SS O (EVERY OTHER FILL CELL FULL HEIGHT WI OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D n X D w REINFORCING AS FOLLOWS: SEALANT n FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e _ p 5/8 DIA. ALL THREAD ROD g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ I — D D EPDXIED w/ SIMPSON "SET" z g ¢ EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6 EMBEDMENT & _ FILLED CELL SMOOTH. DO NO FURROW. `'' "" D " ° 3"MIN. EDGE DISTANCE CN DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p ❑ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: - e iv 'o M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g O TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) ` \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 3 #5 REBAR. (2-STORY 16" MIN. (1-STORY) () ) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING "0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" cr o N 0o C 0 0 c W cc L� C3 N f6 N � d•+J N 'm9 ctl W W C WCj . r 6' m � CL CY•M N O _O C`r> V67 ' Cr ,. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, M a o o 04 0 n v _6_ (ii t 0 (� N LL dui G. t y (h v W o_ 4 c7 J LL LL rq18 z i tmv ��o o o NM uj u ¢ W _ IL to z oo zd o W U 2 Z 04 oo M Q U N F OU ❑❑❑ 14NA-� W � z M 0 Z ¢N z o Q J N N 0 z o Cz " •�? (O - w OL1J GnU1 o c U �r ~ m 8 z{`.... _ $ d U o Q Y N O. o z w M (J J y ¢ 0 Z Z < � LL E_ zo 0 >N <a O Z oa � °< ZcD _0a i az � �C ao gym° wi z z m J m '0 aw II O� �z ;o W .) o �� <0 a Z 1� m wLL 3 0 �¢ �O v 5 a 03 � L > J O ui m cc W L co Ln N :$ N a Q CrJ N ch a N o Ln O ILL CIO O m N 0) NM p r ai 41 C� ce) o cc Z E iN a E ci _j ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS W �l O m 0 N v V) LO tV J N 0 I N Q Y� 3 a N 0 E v E 0 J co a> t� U d 0 .51 i z N I i 0 U J M 0 0 M 0 M No Ln 0 M 0 W m 0 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LAND G. 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 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 v HI 111 14 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4"Of LO V-4„ EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N r- PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS I[3tu 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 @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a� INTERIOR BEARING r SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN I� SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP • w 4" z U PORCH SLAB SEE a N FOUNDATION PLAN w W/ #3 STIRRUPS AT 04 z 4'-0" WHEN DEPTH , 2 EXCEEDS 30" LOWER OR Sk GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 4 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) 17 PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" • 4� (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" RAD_E • NZ r- 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z 0 Q W .J w w w U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY PIER SEE FLOOR TO CMU BASE OR PLAN FOR COLUMN PER ELEVATION IF INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY JA 8" SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN (2) #5's CONT T&B w/ 04 CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'41 • r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 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" SIMPSON LSTA18 _ W/ 10d NAILS SIMPSON HUC410 w/ 4) SEE PLANL. CENTERED AT 16d INTO HEADER & (1 (1FOR CANT. SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. A— & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER 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. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 ")i, SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF JEAM 9—l" SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE CENTER OF POST 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING NAILER w/ (3) 10d SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN 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. r4., I . 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" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I `rSEE PLAN Y2' CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS d 4—-- °-a SEE PLAN FOR OPT.a a A e STAIR INFO. IF E , CONCRETE STAIRS a FORMED & POURED MAIN HOUSE O ° a. a SLAB W/ (1) #5 EACH STEP a 4 Ai (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH a. d . e ° EXCEEDS 30" GARAGE OR "I z r� a � �' LOWER SLAB SEE PLAN 1'4' SECTION SCALE: N.T.S. GARAGE MONO 21 Cn cat 0 !V C 00 o o w �15 l-Co C4 O Q c.a r4 >< Q y 3t F a fM O CV No 0 M a 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as " W $ N — N N N v 6. I ; Q LL LL ;: M NN0 . LU a N ymw -a Q -u a Y t7 J LL 7� Z Z rmv OR y. o i r J m rp W in�6jO' j z Z N O W N M Z U U H z OU ❑❑❑ r .°�= W z N M z � z Q U) N z � U 0 Co. +-J ca w V � O w s �ILInC N v U z�8 00 o J w c0 Z M Z � Z M � G U_ `t E 4 oo ao a o Z® Ewz oa CU_ M0 0o z o E �a < I � � < o ¢ L o W 0 =mo Za°z C U Z M J o aw z 3 ZO W ) 3 ° �W oLL �3 IIIIIIIIIIII' < Z = H 0 �o a �t R O0 § 2O = 0 E2 > C'7 O N rn W CIO Lo (.0N 0 N Q07 J N C- m N LL �. O Y co CV m 0 o m Cfl M Z Z N • • 'a :? a 0 ° ¢ co JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 (MONO) 04 CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'41 • r MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 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" SIMPSON LSTA18 _ W/ 10d NAILS SIMPSON HUC410 w/ 4) SEE PLANL. CENTERED AT 16d INTO HEADER & (1 (1FOR CANT. SPLIT TO TIE 10d INTO BEAM - SEE BEAMS TOGETHER ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. A— & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT A ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER 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. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 ")i, SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF JEAM 9—l" SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE CENTER OF POST 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING NAILER w/ (3) 10d SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN 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. r4., I . 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" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I `rSEE PLAN Y2' CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS d 4—-- °-a SEE PLAN FOR OPT.a a A e STAIR INFO. IF E , CONCRETE STAIRS a FORMED & POURED MAIN HOUSE O ° a. a SLAB W/ (1) #5 EACH STEP a 4 Ai (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH a. d . e ° EXCEEDS 30" GARAGE OR "I z r� a � �' LOWER SLAB SEE PLAN 1'4' SECTION SCALE: N.T.S. GARAGE MONO 21 Cn cat 0 !V C 00 o o w �15 l-Co C4 O Q c.a r4 >< Q y 3t F a fM O CV No 0 M a 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as " W $ N — N N N v 6. I ; Q LL LL ;: M NN0 . LU a N ymw -a Q -u a Y t7 J LL 7� Z Z rmv OR y. o i r J m rp W in�6jO' j z Z N O W N M Z U U H z OU ❑❑❑ r .°�= W z N M z � z Q U) N z � U 0 Co. +-J ca w V � O w s �ILInC N v U z�8 00 o J w c0 Z M Z � Z M � G U_ `t E 4 oo ao a o Z® Ewz oa CU_ M0 0o z o E �a < I � � < o ¢ L o W 0 =mo Za°z C U Z M J o aw z 3 ZO W ) 3 ° �W oLL �3 IIIIIIIIIIII' < Z = H 0 �o a �t R O0 § 2O = 0 E2 > C'7 O N rn W CIO Lo (.0N 0 N Q07 J N C- m N LL �. O Y co CV m 0 o m Cfl M Z Z N • • 'a :? a 0 ° ¢ co JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 (MONO) 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. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 ")i, SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF JEAM 9—l" SEE PLAN FOR CANT. IF INDICATED CORNER L�SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE CENTER OF POST 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 SCALE: N.T.S. 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING EACH TRUSS TO ATTACHED PER NAILING NAILER w/ (3) 10d SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ IF 2x DOUBLE LEDGER, FRAMING PLAN 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. r4., I . 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" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I `rSEE PLAN Y2' CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS d 4—-- °-a SEE PLAN FOR OPT.a a A e STAIR INFO. IF E , CONCRETE STAIRS a FORMED & POURED MAIN HOUSE O ° a. a SLAB W/ (1) #5 EACH STEP a 4 Ai (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH a. d . e ° EXCEEDS 30" GARAGE OR "I z r� a � �' LOWER SLAB SEE PLAN 1'4' SECTION SCALE: N.T.S. GARAGE MONO 21 Cn cat 0 !V C 00 o o w �15 l-Co C4 O Q c.a r4 >< Q y 3t F a fM O CV No 0 M a 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as " W $ N — N N N v 6. I ; Q LL LL ;: M NN0 . LU a N ymw -a Q -u a Y t7 J LL 7� Z Z rmv OR y. o i r J m rp W in�6jO' j z Z N O W N M Z U U H z OU ❑❑❑ r .°�= W z N M z � z Q U) N z � U 0 Co. +-J ca w V � O w s �ILInC N v U z�8 00 o J w c0 Z M Z � Z M � G U_ `t E 4 oo ao a o Z® Ewz oa CU_ M0 0o z o E �a < I � � < o ¢ L o W 0 =mo Za°z C U Z M J o aw z 3 ZO W ) 3 ° �W oLL �3 IIIIIIIIIIII' < Z = H 0 �o a �t R O0 § 2O = 0 E2 > C'7 O N rn W CIO Lo (.0N 0 N Q07 J N C- m N LL �. O Y co CV m 0 o m Cfl M Z Z N • • 'a :? a 0 ° ¢ co JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 (MONO) COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I `rSEE PLAN Y2' CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2, J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS d 4—-- °-a SEE PLAN FOR OPT.a a A e STAIR INFO. IF E , CONCRETE STAIRS a FORMED & POURED MAIN HOUSE O ° a. a SLAB W/ (1) #5 EACH STEP a 4 Ai (2) #5's CONT. T&B W/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH a. d . e ° EXCEEDS 30" GARAGE OR "I z r� a � �' LOWER SLAB SEE PLAN 1'4' SECTION SCALE: N.T.S. GARAGE MONO 21 Cn cat 0 !V C 00 o o w �15 l-Co C4 O Q c.a r4 >< Q y 3t F a fM O CV No 0 M a 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as " W $ N — N N N v 6. I ; Q LL LL ;: M NN0 . LU a N ymw -a Q -u a Y t7 J LL 7� Z Z rmv OR y. o i r J m rp W in�6jO' j z Z N O W N M Z U U H z OU ❑❑❑ r .°�= W z N M z � z Q U) N z � U 0 Co. +-J ca w V � O w s �ILInC N v U z�8 00 o J w c0 Z M Z � Z M � G U_ `t E 4 oo ao a o Z® Ewz oa CU_ M0 0o z o E �a < I � � < o ¢ L o W 0 =mo Za°z C U Z M J o aw z 3 ZO W ) 3 ° �W oLL �3 IIIIIIIIIIII' < Z = H 0 �o a �t R O0 § 2O = 0 E2 > C'7 O N rn W CIO Lo (.0N 0 N Q07 J N C- m N LL �. O Y co CV m 0 o m Cfl M Z Z N • • 'a :? a 0 ° ¢ co JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 (MONO) (1) SIMPSON LSTA30 w/ (22) 2 12d ( )- GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x @ 16" O.C. CRIPPLES (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN BLOCKING OF MASONRY & 8d NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF ( 2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS � J 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP EACH SIDE ( ) SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF .. .. • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB — — — — — — — — — — — — — — - G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO .� .. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2�� GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7)�10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR,/4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD A SIMPSON SP2 w/ (12) 10d NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2 2x8 OR 2 2x6 TOP () ( ) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN c, OF CRIPPLES IF LONGER THAN 8" r P A 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 SIMPSON SP4 w/ 6) 10d x 1 1/2" USE SP6 FOR ( ( 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOENAILS HEADER w/ 2 12 O S FLUSH w/ THE OUTSIDE J. NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE 2 - 2X SPF TOP PLATE O ( ) SEE PLAN FOR SIZE a 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16 O.C. U.N.O. a G (2) 2x HEADER D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I i I NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE I FLOOR PLAN FOR HEADER CONNECTION SEE PLAN o� OE 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE - I y� (2) SIMPSON MST37 SEE STANDARD HEADER .� EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) „ FLOOR SYSTEM OR 12d NAILS AT 6" �� 2x CRIPPLES 16 O.C. 10d x 1 1/2 EACH SIDE _ 2 STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6) 10d x ( B C C I'IB H 'I° / 1 x 1 1 /2 E SIMPSON SP4 w 6 Od US PRE-ENGINEERED O ( F O FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B 2 10d TOENAILS AT EACH END OF () SILL OPENING WIDTH 4 FEET). N I BAND JOIST & BLKG. \ () I 1 1/2 USE SP8 FOR 2x8 ( WALL) @ 24 O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / (MAX. IF OPENING IS GREATER THAN 4, OR LVL GIRDER SOLID) SYP U.N.O. 1 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 10d 1 1/2" IS I I (BLOCK \ TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD w/ (6) x TO BE INSTALLED AT EACH END. SEE PLAN FOR I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS 8"O.C. @ COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - - SIMPSON HTT4 w/ (18) - AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS ;: FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F IJTYP FSEE PLAN F ^IT T J (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7)------TIE 10d NAILS & (4) 1/4"x2 1/4" BEAM •, MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES 16" O.C. w/ D ', :' BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE � SIMPSON SP2 w/ (12) 10d NAILS AT a, PROVIDE BLOCKING SEE FOUND. PLAN FOR FTG. REQ. 6" OH STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. BELOW JAMBS "• •° •• °. ..� . .• . I �° �• � •' ' ° . °. - • T. -- ---- - - ° o �= ) 0d TOP AND SIMPSON SP1 w/ (10 1 NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. 0 STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) Q ) SCALE: N.T.S. ` ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR () 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP PLATE THEN DOWN THE FACE OF HEADER/STUDS 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C 2x CRIPPLES @ 1611 O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x Al TOP SPLICE til/N OA (2) 10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. `. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,;; W/2NAILS NAILED TO STUD PACK f" l FLOOR DECK FLOOR DECK @3O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �`IL AGAINST 2x8 2x8 TOP �. FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. Cl) , N 0 N 00 a o d� UJ O � CUC_'� a 1, nr Ca - cc a ,- a z� v'n" Im. aj C3 C:)• m a. y� M N 0 0 O Cj zt � 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 W a E N y 00 0 -g - ao w # LL LL s _ cJLL rs Y �LL Z o ° 20 o o04 � m W W O ¢ to cp Z LL d <a o 04 Z � ch y H rW N U o� ❑❑❑ z ..E W z N � 0 z � z Q � N N N z 0 o � � U O w g lI) c �N � w rrt Sxi F— — E N O) S I� o to w _ J rn ¢ z � E�o go0 LLz® m � a L E 0u wz oa H (9� 00 _ Ea a< Zo C to w0 wz rr �� rna <om� o� o° Z Z Cr m �m Iz 10 g r� �� �z zo a W N T � wLL azZ' N m <O a� r 3 v zIc a= o 3 °O = �cy) J O m c� CD (o IUD :3 N o LO Q Cr Y 0 N U) m N a--+ o LO a--+ i\ m CV 0) N NLb Q CIO m Z T_ ii cM o Z Z E N 2 E a U :2p .j JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 3 v, w CD N ca 0 GV O v- co LU cV J N 0 I N v c 3 Q N N E 2 L� O U U CD 0 Cl- :n N I Y .s U -0 tZ N 0 0 0 0 0 N N O M a 0 W Q V7 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building or wallenvelope. with a weather -resistant exterior e exterior wallenvelope loP a shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND (AeSEMBLEDNAN00W) WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of 2 NAIL BRAND OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means �- WEATHER O SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied PP PP 9 P PP SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXre RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and p PP P 1. Cut, fold up &temporarily secure weather weal resistive barrier above header to allow for building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under 1 weather resistive barrier 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 gP q Y BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 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. Scale: NTS SELF -ADHERED LING FLANGED WINDOWING ■' 1 SELF -ADHERED FLASHING ■' EXTERIOR DOOR WIITHSELF-ADHEREDDECKHS SECTION A MT. FINIS SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING JI 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be PLASTER CEMENT L THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. P ry `r P g g P WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and P P P 4) SEALANT JOINT ' • WINDOW BUCK TO A MINIMUM 6" EXTENDVERTICALLY 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 OUTSIDE EDGE OF MASONRY WINDOW BUCK s BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD , ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z a `� C_� WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK //-WINDOW SECTION -A (SEE DETAIL WP02) �J AND EXTEND TO FRAME ZI 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 9 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING 8 DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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.Conti nuously above all projecting wood trim. - - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE ° 7/8" Cement Plaster V' SEALANT SOCKET WITH JOIST ° ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM /F ° ° in accordance with 7/8" Cement Plaster JOIST BELOW I 1 SELF -ADHERED FLASHING Foundation Wall ° ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° ° a d ASTMC926 2 °° ° ° ° Felt backed metal a lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 ,.: .' with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_ 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■' SELF -ADHERED FLASHING ■ , FOUNDATION WEEP SCREED ■ , sheathing , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ,: Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Inslled As Per Manufac . Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND I SELF ADHERED FLASHING (SAF) - o Maintain Stampede or similar Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only LLLLLLJJJ BARRIER (WRB) - 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO N 1/2 DUROCK > BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- - -- SELF FURRING (SF) LATH Weep Screed Above Roof PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS Manufact. Specs. 1'-4" PER PLANJ. ? Detail Instructions 1'-0" PER PLAN I WRAP DP WRB ONTO THE VERTICAL 1/2" Cementitious Refer to the number marked asRin eachdetail that corresponds to the TO TOP OFDecorative Cement PlasterSURFACE Finish numbered items in the list StrUCtIOrIS below: - -_- FLANGE AS AN AIR in accordance BARRIER with ASTMC926 All inside and 0,0 0,0, 1. Install self -adhered flashing in order as shown by numbers SLOPE CMU 8d - __ _ I 3-1l2" INCH FLANGE over 2nd '' ° woo,00•outside corner will floor , •o,. ° °•o,o, to be 2. Install flashing and weather resistive barrier to form water shedding ° need miter laps 4" OR 8" CMU ° e - - - - - - I • ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z z STRUCTURAL FRAMING butt joints need to ' •°•o, • o• • o, o,o'• 4. Split the release paper using the ripcord (Split release on demand, g I� • becaulked using • �•o•o embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT a a_ O_ tiSTRUCTURAL SHEATHING o ••� Stampede or sim. minimize scoring cuts ° ° ° ° 0r a d THIS GAP IS RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ° ° a = DO NOT SEAL. CONTINUOUS BACKER - - DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° CU- U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° ° SLOPED MUD BED ° LULU = ACCESSORY I I BOND BREAK WRB 6. Fold as shown by arrows 8 ° ¢ W SF LATH II la 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner ° VINYL SHOWER PAN I� O • III ( Note: 8. Mechanically fasten as necessary ° °° .. SLOPE , , - , The building paper and metal lath must be ° ° ° tj M Cement installed over the top of the weep screed. ° I _ _ _ PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block 4 4 4 a & SEALANT 1 st floor 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ ■ SOFFIT/CANTILEVER SCALE: NOT TO SCALE C" N C' N �O C � o Q Si.0 0 U Q. zti _ >< = 1U P � CJ 1-2 - a. M N 0 N 0 M • • GJ r� O C; /TA I AN r/F6;Iiuii. 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. '1 W f a o E S c� 8 N E p to rntia Ili Lau ' M Q Z Gi 4 .0 a JLLIl a C� z 00 mca' CS 0o t_O m Q n m K Z W «( _° IL d o w GO 0 Z: N ch Q L) y d 0 ' Z N •n 0 Z g � z o J 11 N N V) Z � o 4-1 W � W U OLU N o c w �N U W J e 0 s N O1 � Id M Z w J &3 Z Z LL Q o Z. o� w Z- Z® 1- (C6 x� oO _ CL C �< &__o Z 1:, CjD Qo �w a C: omZ W� o� Z�°� m J �o aw 8 3 a° of �z go W T3 o < o� <p � aw �= m �1Z _0 =3 o v << �o o zla 3 1 p J > M O rn cc N :3 N o LO Q 6 � ° N a. N m +� o LO �. +�ILL O r*- Y c0 CV m a) N N Q r- O T m m 4� (0 M o Z Z E N N E U 0 9 w io d p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 HURR/C.4/1/E Mounting Brackets illo Gaugei +1!2' x 4-1; 2' x 2-12" See Anchor SLhedule 1 /2" D4 1 o-sisrr a Washers / Self-txxking Nuts Back Cross Support (May he cut to 'Ni Right Bracket 06 Gati ' # 14 Self-Dril ling Screws A/C tllTit Bottom Edgt e Hurricane Strap (Tyflicak 3 in frnnt) Front Cross Support (May be cut to bW) Left Bracket t 16 Gauge, # 14 Self-Gr)Ifng Screws Thru Brackets K Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spc�Un in,t: L-. luau uuasns an 1--Li i w-dr rah Hc-- Aw Brdcc F�gaereeed Raised seal Derwieg avaa661e ..pop request fa astir anal fft crag APhisi Florida Depadmient of Business & Professional Regulation Pag.i Ai Building Codes and Standards 1251 IVAQ Product Approval Application Detail „) f ,introor _ Sr.491. 128t1 . . 291 11 sending - A FA Mya Version Maordacturt[ Sr. Iwl lndneora means Vaadow M VMkIa@d pep FaC Approval Apggye9 ita@g A}fimadlon 2020 Small Vent Product. Inc Michael Graham Hermes F Nare o P.E. Lod* 8axden RE 12M612020 12 ia2020 12282020 Approved Crepay. Structural Components (877) 441-8368 PE-73775 (334) 300-1800 "Category: Products mtodlcedasa Result of info®smeMentedm New Tacb-logy Cmmpll ce Mehod tE-i..b. Report tom n Floddla Registered Architect are Licensed Florida FLA58224M Products Prdessional Engineer Rol Prmud par. Number or Near Quality apl3 J3pggct,Oncriallpm Caarad Emmlbm Dma Acorowd for Use Apsoved in HV Z outside for Use riling! Impact 1Lalatao< Design! Prasau 1 &nalVent Model 1t1544510 Dual Function Flood and Vensabo l Vent 12l312023 Yes Yes N/A v100F 100 2 5medVant Modal 1154Mi Duel FunctionFloodand Antilid-Vent IM12023 Yes Yes NIA •CODA1DO 3 SmariVent Model 11111120 Insulated Flood Vein[ 12/312023 Yes Yes NIA • cok "I 4 9madVenn Mptlef #1540.521 msdated Flea]Vant 12r312023 Yes Yes NIA t100A 100 5 3nomverit Model 11140.524 16&pud; Gong. Door FloodVent 12012023 Yes Yes N/A NIA 6 Smenvent Medel#1540.570 Wood Well Insulated Flood Vent 12/31/2023 Yes Yea NIA •10DAtDO 7 SrnartVent Model #1540-5?4 14.S&qud: as, go Door Flood Vent 12r312d23 Yea Yee NIA N)A Florida Department of Business & Professional Regulation Page 1 on Building Codes and Standards In42021 Product Approval Application Detail cA9r J non IN pelt Pot put Cending PA! Im 1hILgD tlttlifagY$ jonrad ErdneorALi-our Validated vaideted 3t5bmittla FDCAneroral p-ay.n SIB¢ RetiWyon 2020 D-ol Metal. Inc. Jason ShumaO Zachary R. Priest Locke Bor10en P,E. 06'10/2020 o8A92020 002MOZO 1W 32020 Approved Cgeoay: Roofing (5021303-1511 PE-74021 (33413OD-1800 subcategory: Metal Rooting ishumetelli",mal. m Compliance Method: Evaluation Report Rom a Florida Registered Anhaed or a Lim sea Florida Prolesslona Sign- FL#17619-Ra Predicts QuaayAssurance Approved fa Use Approved for use 1111211111 DOOM 4.ig.# PrtatluM ModM. Nrmber a its Product Desolation Co1lMaet lXdretlm Dra In li Out" NVNZ gqsIstaby Pressure m Drexel Melel Roofing S191eni9 DMC 1001,15& DMC 15D65, ONG 1755, DMC 2006, 12/312025 Ya No NIA +0F180 OMC 5V Florida Department of Business & Professional Regulation Pagel Building Codes and Standards 3brzoa Product Approval Application Detail art��a�a�y� Qft t my or rigs malt DabPlemam Pit DM )pugs �gJgmg Sgpact E.Idneer ALirxaru Validated tar valdaod F19C A,, -.I pppm,Lpp Hiatus R-Im 2020 Therms-Tru Corporation Steve Jaspersrn Lyndon F. Schoadt, P. E- Ryan J, Kling. P.E. 041152021 12J3/2020 04222021 D6/082D21 APPrwed m Cateoy: Exterior Doors (800) 843-7626 PE-43409 (813) 767-6555 ButiCidegory: Siringmg Exterior D"i Assembiks siasperspnftthermeru c mpl Calance Method: EVeluation Report tan a om Flatus Registered Archded or a Licensed Florida professions Engineer FL02MM Products Quality Assurance Apaoysd fw Use Aoa,md far Use bog 2mm 111al Product Model. Number or Name letrankeet Description Ca+<ec12212028 t raalratian Dar. Outside HVHZ Rmstant YmaLa 1 e e. Tnma-Tru FiberCle". and smopllr5er Nominal 681F39:88quotlmpad8qud: Opaque No Yu Y- WA C-p.sta Edge Fbarp..e sap. Door orswny0ut wilg: X ccnfiprraBon) 2 In, Therms-Tru Fiber -Classic and SmootR9er rbnmal08R39:5&Wd; lmpedaqud: Op. qua 12/312026 No Yes Yb WA Composite Edge Faeroes Single Door ni Sk elte(s) OnawhglOutswing: XO. OX or 01 wnegura0msl 3 c. Therms-Tru Fiber -Classic and SmoothSar Nomnal08#39:0 equctlmpad8quot Opaque 12/314MB No Yes Yes WA 4 d. Themes-Tru Flora Cl end Smooth -Star 5 a. Therms -TN Flba-Classic and Smo th-Slur 6 f Theme-Tru Flbs,CJassic antl Smaolt-Star g. The-Tru FlberLp.eic and Smodh-Star a h. Tha-Tru Fiber -Classic and S.-M-Saar 9 I. Therma-Tru Fiber -Classic and Smodh3a 10 J Thermo-Tru Fiber -Classic and STndh-Sler 11 1. Therms-Tru Fiber -Classic and Smwtli-Star 12 I. Theme-Tru Fiber-pessic and Smodh�4ar 13 m Therms-Tru RberCla-and BmadhSar 14 n. Therma-Tru Fiber-GYasmc and Smooth -Saar 15 o. Therm i Fiber -Classic and Smooth -Star is p. Theme-Tru Flier -Classic and Smooth -Star 17 q. Termm-Tru Fiber -Classic and Smodh-Star Composite Edge Fiberglass Douse moor with or without&daite (nswng'Out-ng, XXor OXXD ccrmguretlms) N«nnal 8&4309 &q.d;mped&qua; Opaque C«mPouts F/a Floor assingle Door (msxln9/O,dnv fig: X cm n49urMlm) Mon.88*39-,0 &qudt;mped&quot Opaque C«mpmlte Edge Rbagaes S rlge Ooawkh S delxa(si 0n.An9/CuI-i g;XO, OX. OXO danguralion.) Nannd 8&439;08qud:k pad&quat Opaque C--malt. Edge Fiberglass Double Dos with « wth outWelt. (Ine«ngrornesing; XX «OXXO cafguretions) Nomintl 69*39,B arard:mpadBW d; Grazed Carnpme Edge Flbmghss Singie Door (h%Ingloutswirg; X crnegurfil Marino! 6&#39;8 &qud Alipad&qud; Grazed Composte Edge Fiberglass Single Dw-akh Sdelites) (lns Ano Gz wing; XO. OX all OXO configurations) Nominal 69439:6 killwA pect&gud: Glazed Composts Edge Flbapass Double Doorman a Without Slope (Ins*ngtOut9Ang: XX or OXXD CDnfigllrrlorms) Nominal B&#39;0 &qud;lmpecJ&plod; Glazed Composite Edge Fiberglass Single Door (mswing/Outswing: X cm9plral M) Norninel a&#39;0 dquat1r p.d&gud; Grasso! Ce4nposite Edge Fioerglass Snpe Doorwith ad"I'lel 11nswing/Outswrlg: XD. OX or OXO configurations, Nominal 86#39:0 bquor;lnpact&quot Glazed Car post. Edge Funagk- Dwbra Doc with or without addtes Msmng/Oub4ing: XX a OXXO cmfgurstima) I'= nail 981130;8 &grct:mped&qud; Glazed Molded Opm Composite Ease Fiberglass Smile Door (nsvdmQUurawimg; X condyuraeen) Nouns) 6s4#39;8 &q cs mpad8quct Grazed Molded Open Composite Edge Rbelel- Single Door with Glazed Molded Opa Sideldei.) (nsrmgroutawing; XO, OX or OXO -1119-6ons2 Nominal 6&#39;8 &qud:mpedsqud; Owed Mpldrd Open Composite Edge Fiberglass Dwble Door wdh orwxhod Gazed Melded Open Sldal tes (inwng/Outswino; XX or OXXO wnagurefims) Non ins 68#39:8 &Q wirrpnd&quot Opaque Ctmpo'it Etlge Flbaprass 9inpe Do«with Molo.d Open Sldelae(s) in wing Outswing; XO. OX or OXO conllg rota-r Nontlna 6&#39'a &qu t;Impad&quot Opaque Compedts Edge Fiberglass Double Deor wan or mthout Grazed Molded Op. Sidelines (msvnng/Outswing: XX or OXXO configumliens) 12/312026 No Yes Yes NIA 1=112026 No Yes Yes WA 1213112026 No yes Yee WA 1221202a No Yes Yes WA 12212028 No Yes Yes WA 12131=6 No Yes Yee WA imi2026 No Yes Yea WA 12131/2026 NO Yes Yes WA 12/31/2026 No Yes Yes WA 12r312026 No Vas Yes WA 12/3/2026 No Yes Yes WA 121312026 No Yes yas WA 121312028 No Yes Yes WA 42r312026 NO Yes Y.s WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pearl al 1h2021 -. _- Lade Gxl y or so Dislar Dar Poeldlna Iva Version IlaDgfualDt. Sr90tast E LLlgama Vatldatmas Yil lag Submig!ffi F11CA -1 erg ,Wd are- R-Won 2020 POT Industries Jars Roe"'M Mlaml-Dade OCCO-CER Mlons-Dade 8=0-VAL 11,1512020 lo26r2020 11242020 Apprvred Category: Exterior Doors (941) 4WO100 (789)315-2690 subcategory: Sliding Extend Do« AsserHlAes IrosowsNQpptmdustrlee.0 CompN-lis slathed: Cediflcalion Mark or Listing prfl PL#2514SA7 Produda Otallty Assurkar-dfdr Use Approved for use b2lgj !"- sa�r MM hotrod Modal. INaMaa Nana ProductGaaloHon Contractlmtalal Data IIINYHZ OutsideNVNi Res)Cant PrMnre 9 SODS570 (Ling. Missile i padl Vinyl Sadng Gaga Dom OM142o21 Yee Yes Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying lbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psi 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (ibr Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076"1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Busineli Professional Regulation Page of Building Codes and Standards t252022 Product Approval Application Detail 9Qd@ rintlp(AC Rala a29it DtePendina jlpge L22 Mmic Manufacturer Ellalntxt &IJcense Validated 8v Validated gUbm MW FBC Approval ApproyiLd statu Revision 2020 ThermaTru Corporation Steve Jasperson Lyndon F. Schrridt P. E Ryan J. King P.E- 07r312020 07A212020 0712WMD 10r1312020 Approved catagery: Exterior Dadra (Boo) 843-7628 PE-43409 (813) 767-8555 SulaOatepory: SWrnging Exterior Doer Assembles sJaspersnrathemrotru.co Compliance Method: Evaluation Report from a rn Florida Regials red Architect a a Licensed Florida ELF Prafesebnal Ehglneer Products Se a WoduUModel. Numberor Name Produot Douriati- OJa1Nv Assuanpe Approved for Use Approved Contract Expiration DaM In HVHZ for Use Outside HVW Impact Res 92= Pnhisure 1 a, Therms-Tru Fibs -Classic and Smooth -Star Nominal 6&#39;8 BquctlmpacNIquot Opaque 12/31 QW Yes Yes Yes WA Composite Edge Fiberglass Single Door (I nswngtQll"Ar ; X...figunrlian) 2 b. Thermal-Tru Fiber -Classic and Smooth -Star Nomlhal 8&#3p.8 &quotlmpact8quot Opaque I M112022 Yea Yes Yes WA Composite Edge Fiberglass Single Doorwlth Sidelke(s) (lmnMng10utswing'. XO, OX or OXO conflgurato"s) 3 c. Therms-Tru Flier -Classic and Srtmoth-Star Nominal6&#39;6 &qua;lmpact8.quot:. Opaque 12/311= Yes Yes Yes WA Composite Edge Fiberglass Doubler Door �. with or Without SFdelftes (Irtswing1CuboMng;. XX or OXXO configurations) 4 d. Thelma -TN Floor -Classic and Smooth -Star Nominal 8&039,0 &quotlmpact&quo1, Opaque 121312022 Yes Yen Yea NIA Gomposite Edge Fiberglass Single Door 0nswinglOut-ing; X confgura ion) 5 e. Therma-Tru Fiba-Clascic and Smooth -Star Nominal 8&#WO&quok lmp.ct8qunt Opaque IWit 1022 Yes Yale Yea WA Composite Edge Fiberglass Single Door with Sldelke(s) OrlswinglOutawing. XO, OX or OXO conflgurabons) 6 f Themes-Tru Fiber -Classic and SnuothStar Nominal 88A39, 0&quo0nr paRBquct Opaque 12f912022 Yes Yea Yea WA Composts Edge Fiberglass Double Door With or �thout Stilettoes (IrrawirlglOutia ing; XX or OXXO figurations) 7 g. Therms-Tru Fier-Claasic and Smooth -Star Nominal 6&#38; 8 Bquotlmpact&quo#Glazed 12r3l f= Yes Yes Yes WA Composite Edge Fiberglass Single Door (InswerglOutswirg; X configuration) 8 h. Thelma-Tru Fiber -Classic and Smooth -Star Nominal a&#3R,8 &quo[:Impet&quot; Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wdth Sidelte(s) (IrwwinglOuter-9; XO, OX or OXO configurations) 9 iThemla-Tru Fiber -Classic and Smooth -Star Nominal a&#398&quo[impact&quol; Glazed 12/3112022 Yes Yes Yes WA Compoats Edge Fiberglass Double Door wnh or without Sloshes (brewing/Out%Mng; XX at DXXO configurations) 10 J Therms-Tru Fiber-Cleasic and Smooth -Star Nominal 8&#39;0&quotlmped&quot Glazed 12/312022 Yes Yes Yea WA Composite Edge Fiberglass Single Door g-AnglOutswing; X configuration) 11 k. Therma-Tru Fiber.Clari and SrnoothStar Nominsl8&#39;0 Bquotlmpactil,quat Glazed 12/31IM22 Yes Yes Yes NIA Compasale Edge Fiberglass Single Door wnh Sidetke(s) 0nsvlAngirOutavcing, XO, OX or OXO configurations) 12 1. Themes-Tru Fiber -Classic and Smooth -Star Nominal a8#3l aquoktmpect&quat Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelitele (Iramirg/Outamnig; XX or OXXO configurations) 13 m Therms-Tru Flber-Classic and Smooth -Star Nominal 68;11!39;8 &quotlmpad&quot Opaque 12131/2022 Yes Yea Yea WA Composite Edge Fiberglass Single Door wdh 8quokNonAmpad&quot; Sidelbe(s) II nsw i g/Outswmg; XO, OX or OXO configurations) 14 n. Therm a Tru Fiber -Classic and SmoothSbar Nominal 6am's aquotimpect&quot Opaque 121312022 Yes Yea Yes WA Composte Edge Fiberglass Dalble Door wth &quot;Non-Imgact&quot: Sideliters (Inswing/OutsW rg; OXXO configuration) 15 o. Thelma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3RD &quotlmpact&quat Opaque 121312D22 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quot;Ncn-ImpacAquot Sid. itea) (I nswng/Outewing; XO, OX or OXO contiguratioris) 16 p. Thermo-Tru Fiber.Classic and Smooth -Star Nominal 8&#390 8quotlmpact&quot; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Ow file Door vAth &quotNon-Impel&quot; SMel Does (I nsW WC1nsvAng; OXXO configuration) 17 q. Thermi Fibex-Cheerio and Smock -Star Nominal 6903RIl &quckNon-ImpedBquet Opaque 12/312022 Ya Yeas No WA Composite Edge Fiberglass Single Door (IntrimnWOutswirg; X configuration) 18 r Therms-Tru Filer -Classic and Smooth Star Nominal 641,11139:8 8quot:Non-Imlrxt&quot Opaque 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) (IrowinglOubwtng, XO. OX a OXO configurations) 19 erms a. Th-Tru Fber-Classic and SmooeuStor Nominal l38#39;8&quot Non-Impad&quct Opaque 120 r2= Yea Yes No WA Composite Edge Fiberglass Doubts Doer with or WAmout Siclelaes (ImcWWOut mig; XX or OXXO configurations) 20 t. Themsl-Tru Fiber -Classic and SmoethStar Nominal 8&#N ,0 &quot Non-Impaa&quct Opaque 12/312022 Yin Yes No WA Composite Edge Fiberglass Single Door pnswing/Oubwing; X configuration) 21 u. Therms-Tru Fiber -Classic and Smoom )tar Nominal 8&#39:0 &coot Non-Impact&quot Opaque IWill r2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sideline(s) (InswinglOutowing: XO, OX a OXO Lonfla uratronal 22 Y. Thermo-Tru Fiber -Classic and Smooth -gar Nominal 8&039;0&quotNon-Impact&q..t; Opaque IW3112022 Yes yeas No NIA Composite Edge Fiberglass Double Door with or without Sxtelites (InswinglOuhaving; )Xor OXXO configurations) 23 w. Thernm-Tru Fibee-Classic and Smooth -Saar Nominal 0&939;8 &quot;Non-ImpactlDi Glazed I2131/2022 Yale, Ya No NIA Composite Edge Fiberglass Single Door (InsWngliOutswig; Xconfigurabon) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal ft"Ill88quot:INon-Impact&quot Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelle(e) QnsWng/)uIsW g; XO, OXa OXO configurations) 25 y. Thenrp-Tru Fiber.Clamlc and Smooth -Star Nominal 6&039;8&quotNort-Irrp2rd&quot Glazed 12131=22 Ya Yea No WA Composite Edge Fiberglass Double Door With or without 5Nelxa (I-Mrig/Outswing; XX or OXXO configurations) 26 L Theme-Tru Fiber -Classic and Smooth -Star Nominal 8&p39;08quatNm-Imnpoct&quat Glazed 12r3l/21= Yes Yes No WA Composite Edge Fiberglass Single Door 0 n"no'Outswi g, X configuration) 27 za. Therms-Tru Filer -Classic and Smooth -Star Nominal SM39:08quotN-lrrpacti1quot Glazed 121312022 Yes Yea No NIA Composite Edge Fi baMlas ; Snail, Door with Sidelke(s) (InsWrg/OutaW g; XO, OXa OXO configurations) 28 A. Ttmemna-Tru Fiber -Classic and Smo th-Star Nominal B&#3%O &quotNon lrrsact&quot Glazed 121311= Yes Yes No N!A Composite Etlge Fiberglass Double Door With or without Sidelitee (Inamrig/Outswing; )0Xa OXXO canfigurar iana) Florida Depe ltment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poe 1 of 2 105122021 1391 Onfly m - Ike P" Due PenAm Wit . Mail version litionsiflarturair Carried Endn.aaLkgrase VAIdatedI* Xdg" Whittled FaCAmroval A,-,W ReWlelan 2020 MI Windows and Doors grant SkIrsor Luis Roberto Lomas Steven M. Uich, PE IMIL2020 1006amo 10M92020 12052020 Approsed Category: Exterla Do«s 1717) 305-33DO PE-82514 f71 T) 317-8454 "CaregorY•Slldng Exterla Dar Assembles bemngorlarr d.cam Compllence Method: Evaluation Report tom a Florida Repetared Architect as Limited Florida FLAK533240 Preach Professional Engineer Bea Y Piotlu4t Modal. Nunhar a Marne Prodat Daaalodon Quality Aasuranu CaNrect laetetlon Dale Aparowdfa Use Apaovsd III Hv l� outside for Use HVNZ aagra �(alMy DeaIM1 p�rup- 1 9ERIE3 a20 ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No NIA 14S3r4fquotx80lqud: NON -REINFORCED 2 SERI" 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO, XX 12212024 No Yes No WA a8&qudx80&quo1; NON -REINFORCED 3 SERIES 420ALUMINUM Sao REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXD 12/312024 No Yee No WA 14SL1&qudx9%qud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. IZ312024 No Yes No WA XO, XX96&qua:X96&quot: 5 SERIES420ALUMINUMSGOREINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/312024 No Y. No WA 1438am1;z96&qud. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pxge1 rid lfflr 21 SraYl Entith, W JMl Pffia Data Pitnall- Version Msmdecturer ConadSubfinlINNI FDIC Amrovr Approved �a01E R4wsten 2020 Wayno-Daron, 9 dvlsten dOvemeatl Door Dwayne Kc'nlsh John E Scales JclOey, P. Arneson, P E 10/12/2D20 0929/2020 10232020 12M5J2020 Apaoxd Corporation (S3D)703-4121 PE-51737 (904)821-5200 Catapaoors ry: Exterior D dkomishQwayne-dabcn c S=i gery. Stob-I Extorter D-Aasanhlieo on, Cenpllan IA&had: E vivatlm Report froln a Fonda Registered Architect .. Ucrosed Fronde Professional Engnem rl/&Z494C[D ProWrda Amrortl Ta llas Amrprtl Ta lhs Impact D,,I n Sea a It MVHZ OUhdd* MVMZ 6edgMg Pressure 3 8000,310a8200 #1105 riAlli Mo. wldh, 14&A39; Max hdpd. Glazing 12/31t2023 No Yes Yes .11.00A35.00 available in pop or Intermediate archon. 10 8OWY810W4200#1123 16&#34. Max width. 144#Be; Max hill Glazing 1221rJ023 Na Yea Yes '30.001-33.50 ,.liable In top or Intem»dlate section. 11 80OW81 DOM20001124 16"09 M.x width. Issas: Max helpd. Gazing 12/31/2D23 No year Yes •34.401.3B.30 -DOI. In top or mtmnedlat. sMefir Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 or 1 113=1 -«r N N Q O . C CU CU CD O co 0 Vi /a/ Cn O C O 5-O O W (6 LL O >O .Cn N 0 " 0 �e Q -C ((n -0 . = to W �- Z Z W J C z N x?' > ,;a O c Q• v '�+ C1_-1 yC �C'4 } cu � Y 7J rC-1-_ =3 Ca cu CI s.a Ui (y7-i2 � � E Col� u C E a Z W CIO CIO > > L CL 0 CL Q U O L W U m CL liesses- LCO LLJJ C Q W Z J Z Q ^J 1..L SHEET NO. PA 1,0. - - A — -1 - - - I I I - - % \1' 1, I -4-1, (2) a) C- Florida Department of Business & Professional Regulation Pages .is Flonda Department of Business & Professional Regulation Paw I off Florida Department of Business & Professional Regulation Pap 1 oft 9oride Department of Business & Professional Regulation page 1 orz 0) —Cu (1) -1-0 0 -0 > I Building Codes and Standards 1125,2022 Build! rig Codes and Standards A rww 1 Building Codes and Standards 1 N2021 Building Codes and Standards iFJ2021 = = 2) 2 ' -o Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = ---- ------------ (L) (:L 0 (3) 0-0 " -1-, '� ,"1'r.'�"Z-.',1.'- rl�,,4 ", �' , .' - -"- - , , ---'. - � -; '?---,-; ­" � , - " - � 11 � �' I I _ , � � . , "" , ",--- L , - " � �; --, - . � - � - � - , , - �� ,'� - , , " � - " � - :' I - --'� % I , �� , � � "�� -, � � � " 'J, , ;'� - � - ", - � -'- V "� i '-"""""����wv�����,,�'Ir""�'ll-r�,�,'�",-",'I I � �!-� -�� �.'""'�--�' -�'-'�� �' �� -'', -�"��' -' 'z---'-"-' �, "t- ""��' � I I -*� ...... --- 11 , "� I - ' 41WW"16 -I- qxsvgw�M4 �Mwmg"'-'-i I'-,' "I Ili � , ", �,--�ll,�,,��,�,,�A�"�4W�KW������I - - 11 �11" " � �' -m' ��' ;� ',,"-7,��"""'- �"111 - :%"" 4.:�Yf �� ", �4�--�- ��M�n� � ' -- -- �2 1�1-- "T 2292 21k 2112. Date lisendino 2WI I ,�"`� � ,'�"�', � -� 1� -':�� --'�-' � -�'- , - I :.; Y� �'�"_�-:" �""-"' ��'.""--"-- t"""---`- - � -,- , - - , - . , , I = M -0 CL 1111111 versions Manufacturer Contact F,maine &License Validated Validated Submitted FRO Askentival Approved Status ". vismon manufuturor Ell 291 alu DA, larridino RdIll Contact Issishlear a 1.1cans Validated By Validated atibritilted FSC Awroval Approved Q41 V,,V- PAI 2" Date sending 211st code 111:111 Valium Manufactures, 20- -WE Distie, pendnit Dott Contact End-, a U-, Validated Subrattiod F11CA-roval A ... visit SALVL . .& ..I.., 1W (D Revision 2020 Tfuumiss-T.Ciorpmobeirt Stave Jisisperso. Lyndon F. Schmidt. P E Ryan J. King: P. E. 10107r"l 09[18=1 lotim2lml 1211512021 App .... of -TIM §111111.9 1112111 K,n,f,,t,- Ob'dw a ucs- V.N&.w a, V,Nft,d Submitted FAACAA-mvaj Asien-d a" Revision 2920 MI Wird-,..d Doors Errent Stinger Anninican Architectural Steven M. PE 11r22r202D 11J22f2020 11fl8rA20 Approusid 0 -II.- U) :t:! Category: aterior Doom (800) 843-7628 PE43409 (813) 767-6555 Aftnat- 2020 POT Industries vAnd- jerms Rea-ld M-I-D.d. SCCO - CER h1kirril-D.d. BCC0 - VAL 11Mf2l)20 lVD&M20 1111112020 Approved 31 5�2593 Revision 2020 An Yfindou,s and Doom Brent Silinker American Architecture] Steven Ad. Uddh, PE 10106M20 10MOV2020 lOYlVA20 Approved cueakay: Wirldows Uricri. (T1 7) 365-33M Mimullacturers A-affl- �717)31T-8454 SubCategorr. SWitiling Exterior DoorAssombfies ejaspersonothermalru.co calargaury: (S,41)486-0100 (7t)6) Category. Windinus (1`17) 365-3300 Mitimulact.jn-Assoclisiton f717)3IT-8454 "Cateetry: Fimed tniflongermigininad.com Compliance Method: Evaluation Report from . m SustiCalsdury: single Hung Complainui Method: Cartificstion Mail, or Using joscirildopgUndustretax 0. "Categonr. Horizontal Show Co"llal Madhod: Conliftation hilork LiSting t�flingerC-d- Casinplioncis Method: Coriffication Mark ci� Listing a) -0 0 -0 Floricia Registered Architect ora Licensed Florida or� -0 0 '= Professional Engineer FLOMMIP1001MM t1w = — a) 2 I FLftW1-ft? Products QuAityAtuiss- Ancommall fair thas AustrervadforUss Wood tands, Qualttv Assurance Addrovellf"Use Avoroved for Ume IMMI: Design 2LOWLAIsam imwa 109111211 0 CL = -2 ?:: QUallivAssurance Ackgrovedfics-Use ApprovedflorUsee Impact Cession sea# Product Model Number or - In Hy"r Oublift HVHZ It"IsTad P.m.. Wind- Ai" ' iiihis ri outdo, RVRZ 111-istord porsatins AlIll Urn n Dal* hARvHZ outside kill Itiashmani Ryssurse = 0 LL a-# Product Model, Number or Name Product Descrintion Contract Expiration Date In HVHZ outside HVIHZ Reiih;lant Pressure 2 SH�Oa fL.rg. Mltnsila Imp.et) Vinyl single 14.ng omwzms Yie. Yes V. N)A I HS I 88 Fin mand Flange r- 73.82 I -Aid,d GI.. 02fis/2024 No Y. No -55/-55 1 185 PW 7'3. 72 Insulated Goe. 04103nOM No Yes No -601-60 — C - 1 a. Therma-TnI Fiber -Classic and Smocith-Star Nominal OWR8 SquotNon-Impesculcuat; Opaque 1213112022 No Y- No NIA CIO C) — %+- M Composite Edge Fiberglass Single Door 0 > 2 b. Therma-TrLi Fiber-Classi. and Smooth -St., (I insvoing/Outwng: X configUmb-) Nominal 6&M,S Alcluot.Non-Impactliquot; Opaque 1213112022 No Yes Nko NIA -SQ -0 E 0 C,mposft Edge Fiberglass Single Dom vvith a) L- Sdalk.(.) (1-rigtOutswrig; XO, OX or OXO U) a) -1i,-, (D- -fig.raii.n.) :E u) CU CL 3 a Tharmes-Trut Filear-Classio and Simooth-Shor Nomtrial 6&ii &quot,Non.onpact&quot Opaque 1213112022 No Yes P40 NfA 40- -6-1, M Fiberglass Composite Edge Double Door wth m 1- - = U) < vkhout Sklislibas (IneaMrgiOutsvoing, XXor OXXO . -0 - cionfigurabors) I 4 d Therma-T�u Fiber-Cliassic and Smooth-Stiar Nominal 7&#39;0 &quo0on-firipact8quot� Opaque 1213112022 No Yes No N)A Composite Edge Fiberg Ian Single Door 5 a Thertra-Tris Rber-ClaaMc and Smooth -Star (InsvilrifpOudsmulng; x configuration) Nominal 7&#39;0 8quot;Nom-fmPac1&qum; Opaque 12J3112022 No Yes No NIA Composite Edge Fiberglass Single Dom with EAdollbv(a) (IiiswingtOtitswrig, XO, OX or OXO configurat a! 6 f. Thismia-Tru Rbw-ClessJc and Smodfi-Stay Nominal Ball &citiothl-I mpa.t&qu.t Opaque 12131r2022 No Yes No NIA Florida Department of Business & Professional Regulation Par I .if Florida Department of Business & Professional Regulation P".1 aft Florida Department of Business & Professional Regulation P.S. I at Composite Edge Fiberglass Single Door Building Codes and Standards 118J2021 Building Coolies and Standards Ir.=1 Building Codes and Standards 110=1 (InisaiingfOurawng, X configurarldon) 7 g. Thermal Fiber-Chninsic and Smouth-Star Nominal 8&030;Q&qLi;t;Non-ImpmadkLab� Opaque 1213112022 N. Yes No NIA Composite �dgie Fiberglass Single Dwr%M Product Approval Applications Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) Onav�nglCutswoq, XO, OX a OXO ' - ' 1�4,` 04OW-0-l"', �11,-'Y ��tM %W�'�Ilt It �Z% - - ' ' �' � -, � -- 1� . .... .. � 1% 'j -�4 �2-11-11"- - 11--��-' " ' ' " I -- "I � ' ' " ' " 11 " , " f� ' - -I' -"'4�' , , -, , I � - I. 5-111- -11, �11`� - �-' I - , � �L�. " �""'-�Xl� i - � -'-'Z-,�YA� � 4��it��Vloo��MMX����� MW'.�':' ��u 09,, I ' I I , , :: � � I I I 1. � " � I � I configurations) Yes No 8 h Themna-Tru Fiber -Classic and Smoctri-Star Nominal 68#39;0 &qudt,NDn-lmpwt&quot: Opaque 1 MI r2O22 No NA Composite Edge Fiberglass Double Dw vAth a, 99" �"- 'p�"� Entity or 20 ima Data Ptork- 2da r.2111 '�---'-'-'-'�.- -� ", "I - , -"-,--11A -.I--.- " �'- I 21111AL ._ _�-" I I -tZ , I ,_-1-`]" l- �� 2" gm I �� - -, Emittv or RAI 292 Data Pending 21W 4 �Afflheait Sidallbas (ImookeinglOut.mirg! XXor OXXO I IYAM version Mam"factu ... canted Eradriest As Li - - - Validated Els; Validated Submitted FSC A,-W A,-u,d filam Mum voiral Iflastufactum cordaut Erid-A Lk-o Valdshad a, Valklanal subsub'd I'llic Aamoval A,- VAITIon Manufacturer Corstact Enothasioducenso VANktaked air Validated Submitted FSC Awnrital Approved configurations) sLan mm BAD& 9 L Therma-Tru Fiber -Classic and Smokith-Star Nominal 69#39,841squart.Non-Impactfisquot: Glued 121al =2 No Yes No NIA Affisrafl0h 2020 PGT Ind-tri.. Jam. R-sld Wami-Diods BCCO - C6R killaml-Dado BCCO - V� 11,05M20 11105M20 11111=0 Appro,od R-4- 2020 MI Wird-ind D-a Grant StAmper Luis R A.-, PE Stevim u Urich, Pr 104812020 IOM612020 IOIIW2020 IM5=0 Approved Affirrination 2020 FIST Industries .1- R�.M Iftrr�Diiste BCCO - CER Wim-ii-Okide OCCO - VAL ilill llk5M20 11111t2020 Appro.d Composite Edge Rberglosis Single Door Col.": Woo- (941348"10D (786) 315-2590 castagoly: Wind-o (717) 365-M PE-62514 (717)317-8454 Coriagessr. Wnoka�, (90) 466-0100 (786) 315-2"0 finswnglCutswN, X configuration) subcatagiely: Froed 1,06mAdOpglindustreec subcategory: Murion. boAricitillilmW.cont sulicotag.'r. libillons jrbsoaskiAlpigindustriest; 10 J. Therma-Tru FlIber.Cieusic and Smooth-Stbir Nominal I58Je39;8iq.m;N.n-lmpact&quot Glazed 1213112022 Composite Edge Fiberglass Single Door Win No Yes N. NIA C-pila-Malliml:Cartireation Me* or Usting - Coungnaince steel Evaluation RoW torm a Florida Registered helifteet or. Likereed Florida C-plarecialslathisid: Cartirnifion Mark or Usting om Sideld"(s) (InaWrig/Outsviing; X0, OX or OXO F 1.41241ALM Pr.f,.ai.nW Brigireer lium'141113 configurabons) 11 k Therm-Tru Fber-Clawic and Smoct"tar Nominal S8039;8 &qum:Ncrn-f mpacAquot; Glued 12/3112022 No Yes No N/A Asumoviad loo- Use AborovadforUse knew p.m., EwtUAMM21:111lia Abomartaid for Lim staged nudion Z , Composite Edge Fibeirglasis Double Door veth of iw Product Medial. Nuri or Nausto Product 0WHAPtori contract Expiration Data 1, HVHZ oustsid, Ify lierriatterst Pressure it" Dart Ali HVHZ outside HVHZ Railways Pressure vAV=t Sklefites (InawnglOutswing. XX or CXXQ 5 PVV-5520 il-arge Missile Impacti Vinyl Fk.d Wnd- 0413N2025 Y. Yes Yes NIA gmdu-exswm Aguroviedfal A-,v,d for that linseed Dow- 1 Mull for All Cams an d Windoitis Aluminum Mullions 05126(2020 Yes Yes Yea; N/A coniguratImis) a" �gud M.N. Musaboora, I'llumis LVWL20 in MVHZ Outside HVMZ Rintiftbarst pranum 12 L Thermul Fiber -Classic and Smcoth-Star Nominal 7&*39;0&quot;Non-Impact&quot, Glazed 12131 t2O22 No Yes No NA 2 Venbcal A-hurn Mullion IV31=4 N. Yes Yes WA Composite Edge Fiberglass Single Door (Ina,mitg(Outsvinnsil; X configuration) 13 - TA--T. Fib-Cl ... iintond 8-th-St.r N-h.1 7&*3Q;0&qu.t,,N.,I.p;s.I&quck: Glazed 12J31/2M2 Composite Edge Rberglass Sing Is Door Wth No Yes NO NIA Sidelde(s) a nsvIn9XAuIswm9, XO OX a CXO configumbons) 14 h, 71herrmi-Tru Fliker-Cesslit and Smaoth-Shar Nominal 8&#3Q:0&quot:Nwn-Impaet&quot; Glazed 1213112022 No Yes No NJA Z Composite Edge Rbargless; Single Door (InsWrigirOutswusli: X configuration) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 89#39:0&quot:Non-fmp;k;t&quot Glued 121211=2 No Yes No NA Cmirosite Edge Fiberglass Single Door Wth SidelRa(s) (Irravurg/Ouds-g, XO. OX or CXO Florida Department of Business & Professional Regulators Pap I off Florida Department of Business & Professional Regulation FK.2.f2 Florida Department of Business & Professional Regulation Page 3 of4 16 p Therrrs�`Tru Fiber-Chal and Smooth -Star configuist-S) Nominal 8&#39;0 &quot;No�ImpactSquct, Glazed 12/31 t2O22 No Yea; No NJA Building Codes arid Standards I MJ2021 Building Codes and Standards 10VID21 Building Codes and Standards 316=23 Composits Edge Fiberglass Double Door v," or wthourt Sidelities, (Inmynng/Outsivirig� XX or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W rifiguratimia) 17 q Thmma-T. fclmoi--Claaa�ic and Smooth-Shar Norl 68039.8 &quot;Non-Impac%quvt; Opaque 12i3li`2022 No Yes No NA . 1, ,'" -'!��"-'�" -.,�,'�',�,�-,;�� �.'�,,'Z�'�'-'F-'-' "';� -,,',�'.1��,-',f,,!,�-,�,-,�t��,, -,,��-�,-��-�,,.",���,,,�,",�,,��'r",�',,,�,,�,,"�,�, , , --", -n�'-"' ­g'-_ ­-,_'­,, ,'r I.,- � ­ � ­�,�",' ,� - � I �""�-' � �� . , . , �4 "',* - - � - - � - .' , '' - - , , " �' '� , , -�y- ���" _""_�",t'- ,�, � ��'��'��3' '� I-, -� � - - '��' '_ ,' ', r �_ , �" - -,"'J " -'��,��-�'�­��.-"� -,-"�� ,'g �� , -, , - � �� , -�:"'� -' I '��,��'�"- � -�U--,-' � �� _ , -� , 1 1� ' , " � ,- � �, g �, "I I 1111� -1,21 3 '�ll'���,��,,�,��,�---,�,�;,�",-,�,,�,,�v� " - � � � - - 11 - " " � ," �� , 7 - - r, �����""" --O"- Composite Edge Fiberglass Single Door Win Transom (InawnVOLitsvorl O/Xcomfiguration) � ,"-,-,i�*-'�1--�--��,-�-�,-�""Il'--'���,�,�l.,-.-"��i'---�!��"-l���-",-�������'7111-l'I'�,�l--"-,;�17,�,,�-11�,,���,,���,---"-_"�l-,-,"",", limil I , � � , � , "I" "� -.11,11 '-�"" ��D�"�',�-' -,"'�' - '4 --�o , -'�"- , , , � �� � � "- �"- �� , , , �-- � � ", -� - 1-1� Q _-��' - � 7 ", - """'��"'� -","�' -- -��-e� _"""�' . "� !�'- -�- --,,- � �, , I � �1111 I - 1�1 I ; % L�ZOU�"'�"-` �-"`-�"`&'-"'-�-, ..- I I �": -, �: 18 r -Therma-Tru Fiber-CAodenc and Smooth,Stair Nomnal 09#39;8 4liquotNon-I mpact9quot; Opaque 1213112022 No Yes No NIA Code Entity or "I Wit Due Pawing jmw �'M EntNV or W Ru Door Perldrim 211112 92111 Enift, vr� 29A 211 Data P-d- 29s Composite Edge Fiberglass. Single Door �,th Sid.l,ta(.) .rid Trans- (1-rigfil).1-ing. CIXO. O/Ox or Ofoxcr comfigunittimi.) 111:22 Varalm, Ale-facturior R-i5ort 2020 James Handle Building Products In., Greeted End-, A License Validated 01 Validated Submitted FSC A-,,d A-1-ad ELIUM Chad Diervis V. And- Tom John Soothing, RE, oi/09202i 12/i4/2026 01/08l ding FB0 Appa� ZUNI` vilrelsom Manufacattimor Rem.kin 2020 Akids contact East,- a IJ,- Validated My Validated flubiniftil Mies Thearne,son Lynden F. Schmidt, P E Ryan J King, P.E. 02P512021 02J15/2021 FBC Aitionaval A,-,d 1111111A 02=021 00312021 Approved I= Vionshom Wkinufacturair Revi.on 2020 OAF contact 909MAKA.1anou. Validated AM, Validated SlAtandifibid FIX Amemannal A,,,-d iuma Mich &*I SAO Robert Norminern John W. Kralielych, PE 1214912022 12M7/2022 12000022 02107nO23 Approved 19 s. Therma-Tru 'i-Classic and Smooth -Star Nominal 6SX�Q;8&quot;Non-Irnpaot9quot; Opaque 12MI2022 No Yes No NIA calmiglow. Paried Wells 009) 545-8369 PE-81002 f352) 307-2526 cal.g.'r. P-4 Wells (330) 922-2389 P643409 4513) 767.6555 Category: Rocifing (80D) 765-3411 PE-59166 (954) ?T2-6224 Composite Edge Fib.,91.. Single Do-Ath Subcategory: Siding .h.d.dLrck.#j.rn.sh.d subcategory: soffibe rithomi,sorn@o1wifiroons SubCatagary: Asphalt BrIngles .0ishagif coro mi sidelizi(.) 0-arigtouarving: XO' OX or OXO . Compliance "hod: Evaluation Report tom a a- compilarkeem Alessi Eaglusaien Report it= a Comellamer Method: EvalUation Report front a Continuous Head and Sill configurations) Florida Registered Arthrusel - Licensed Rondo Flikid. Registered A,cinliect ., is Licarosed Redd. Fleed. R.910-dArchit.et ar . Licensed Florida 20 t. Therma-Tru Fiber-Clasige end Smooth.Shor Nominal 138039,I) SoluotNon-Impactliquot, Opaque 1213112022 No Yes Nko NIA Prom-liarid Engineer professional Engineer Parfer.1-1 Entiniss, Cornposits Edge Fiberglass Single Do.-eith \ ackelite(ii) ortisivingslO.t.viing: XO, OX a OKO FL*1319i larml-tit FUM 9272-1113 Product, FUR101124A331irodusith; Continuous Head and Sill configurations) Quallty Assurance AssincowdforUse ACOF-94 for Use knileset oeom Quality Atuamersor Augmented for U, A-r-,d far use kvR= osesion QualtvAssurano Antroypil fell use Approved tor Use knew thislon 21 u. Thermse-Tru Fiber-Classio mid Smocith-Stor Nominal S&M,S &qum,Non-lmp2ct&quot; Glazed 12J3112022 No Yes No NIA SMIAL Product MOM. Nurnbor K Maine Product Describlion Contract Expirou- one In HvHZ outside MM R.81stant Pressure slaq# Produet Moded, Nuffirber or Mom Product Ads-1ptimi Contract Expiralloin Il an HVHZ outside HVHZ Itassuaint Pressure a" Product Modal Nufter or Maine Product Coscritithost Consoles ExImITAIM clat Ill HY11Z Oulaildit Restrarit leressum I Composite Edge Fiberglass Single Dom wth Scletle(Q (Irisvamg�Qutswng. XQ, OX or OXO I Compl.rh Lisp &dhg iba--at top �ichng 12r3l/2023 Yes Yes NIA N/A 1 a. 1seAjU2T&q.d soft Vent or Sold Vinyl Soft 12r3lM23 No Yes No NIA 1 OAF Asphalt Root Sh hiolos for use In FBC nor-HVI-1Z Fiberglass reiritorocol 340b, or"nalund, 5-tate and 12MGM25 No Yes NIA NA I Continuous Head and Sill configumbores) 2 H.eU,Pk.k Lisp SdIri; ilb-,mert hip,iding IWIQ023 Yea Yes N/A N;A 2 It. &,K..t;MIWnc, 1`4&qud� Soffit V-1 - Sold Vinyl 5.1111 1 W1 12023 No Yes No WA juri.dictons hipMoge -ph.11 ,ningiess A" 22 v. Themw-Tru Fiber�CI�n; and Smooth -Star Nominal MQ9,0&quM.Non-jmpact&quot; Glazed 1213V2022 No Yes No NIA 3 c. 6quot:Greembriar Vintage Beaded&#39: Soffit Von[ " Sold Vinyl SOMA 12131,2023 No Yes No NIA I " = �`k� Composite Edge Fiberglass Single Door wth it 4 &quot;D5Aduol Scroll Vaot�SdfldlVhrryl Some I M1 /2023 No Yes No NJA C= � Sclelle(s) (InsWriglOutiewng; XC, OX or OXO 5 .. 9quatChad Diak,ll Sciffit Vent or ScIld Vayl Soffit 12/31=23 No Yes No NIA " "Im t 23 w. Therm-Tru Fiber -Classic and SmocAls.Staf Continuous Head and all otinflquiatiorks) N , Itcuot,Non 12131/= orninal 6&#3" -I mpisoMquart; Opaque No Yes No NIA 6 f &q.d:S�p.,Z.&q..k, Suffif Vent w Schd Vinyl Soffik 1 Zr3l,2023 No Yes I'Aa WA 00 - ) :a- LLJ Composite Edge Fiberglaw Door Pawls vifth Vented C� - -F= Sidalitu(s) (1-ving/Outisivaig; XX XKX or XXXX C= . c= = 1= 24 Thermal Fiber�Qassic Sorooth-Star cosifigurations) Nominal 89#39.0 8quotNor-Impact8quat; Opaque 12131f2022 No Yes No N/A - I- I- C1. -M (-.I Q K and Composite Edge Fiberglass Dom Pan"Ath Vented "r, cr- - = Sidulko(s) (irmiuingiOds-9. XX XXXo,)O= CL. -; 0­ -= >< = 1-j- M. configurations) "'t .!2 to = - 2. y, Thernre-Tru Fiber-Cessio and Sinooth-stor Nominal 6111139:8 Scitieckiwi-Impact8queit, Gi=M 12J31/2022 No Yes Nib NIA tn -'0 C14 = 'cc Composite Edgis Fiberglass Door P. MIS VAth Vented V) = Scleha(s) (InsvorgiOutswing; )C( )O(X or)=X Florida Department of Busliness & Professional Regulation page I of I Florida Dope rtment of Business & Professional Regulation Peal Florida Department of BustnGSS & Professional Regulation No. I of I -ax 2! C-4 -- Ize configurations) Building Codes and Standards 10B02021 Building Codes and Standards 1 8=21 Building Codes arid Standards 116=21 3.. -E! Co 26 z Thermot-TruFlow-Classic; and Smooth-Stat Nominal W39,08clum.Non-Innipact9quot Glued 12MI2022 CampossiteEdgis FibeirgAass Door Fie nets vAth Vented No Yes Nko NIA . cj :x, r-,L .= F - = - = ScIefWQ QnsWig/Outswrig; XX XXX or XXXX Product Approval ApplIC istion Detail Product Approval Application Detail Product Approval Application Detail cu C, 7�-: - x configurations) cr: U -- j!" cc - - , , - "' -- - 1, li 113-11, `�'111`1' - " - 1, - " , , . '. N -, �� -Z'� �- , - � .� - - " " - -l"! 1-- I'�' -, �"��",-,-,�,��2,.r""-",���-�,, ' ,r� , '� to�'- -V',"'� �' , � '. � � � , - -�' _'�,"�� �" -, ` T�' �"'�""" ' ­�� , � �� '- ---�-� '-" "", f ' " " � '�' '- -- - ' ` - - � ,,,.-, "Ir -, � , "-'-'--""�V�"--"� , - , ­ I ,r ,,, , �"`3 _ , � '� , , "" - . ", , .1� _ 11�-". � � - " , � , � - twi�" " - � .- " , � , " - � - - � - - , � - , -- �� �L -N';'_'� 1 4 , P, �; �' - -1, - � - , , , ' ' , '� , " - ""'- "' ��- --� , """� "� "'""-�,""' '_ 11 w�' 1, - � 1� I - I ,,I',-,-,? I -1 I � - , � -, , �-,"­' N I - , - , I - I - n " �, � ;W - A 27 Nominal SA1939�8&quc(Non-lmAoorct6,quot, Glued l2nlf2022 No Yes No NIA za. Thamm-Tru Fiber -Classic and Smooth -Star Composite Edge Fiberglass Single Door �kh 3603" - M ' - 3: Im Sclieliba(s) Q,svanglOutsviing: XO, OX or OXO �"4�0' ,-�i�� � - " � ��' � I _�- , - , ! -; , -��;�'Y-"," "�,�"'r�_�'-' , -- , I I � �' �":� 1'��" " , - 1 �'a- '�' , I �� ,r, ,,"�� ,' , , - � '� �' �� -� �', - -,", � '�� "',,,_,_.,, I," - ".1, .. "I � _ �� - - , �� , - �'�"' -, - -�_',�fL' I - - - �"'- - �" - - , 'i� � - �'-- - '� -, �' � �"'- ��' - , - , ,- - � � - - I I � � � iiiitiiililw � , o , - - - �� I'll, - - I ,,,,, "- � I ,�". I I'll, �� � �;� ... 11 ,;;; "I 2 , . d) -= configurations) Cade Entity or 2dt 2111 Dal. send, 2a Qlk Entity % P& jbit Car pendres 20 Code Gritto or 2al 2KI Debt denting 291 -- :;" = = 28 zb. The--7ru FIbet-Clastak and Smromh-Star NomimlOM39;8&qtct:No,-I�p..taq.0t�C3[azed 12131f2022 No yes No NIA Mail[ Vessel- 11-fliket- Conte& End-, A u-, Vaild,tod IN Validated Submitted FIAC Ascorsival sionar- allim -am V-,- Mossufacturvar cortakol Endirsista U-is W.Ndishad lav Vdk,M,d Submitted F&C A-,ft Adult Saba TVP- Vanam Manufacturer contact Snalnesse, 11, License Validated Isur Validated submitted PSC Ape -I Approved status . - E- --" Composite Edge FlIberglassi Double Ooorvvith Revason 2020 TAMKO BuIlding products LLC Kam Ed. Robert Niontirkin John W, Knezovich, PE 1010C2021) 09129=0 I OJI 2172020 1211SM20 AW-d Revision 2020 L V. Thompolar, Inc, dbe 11horipson Archft#ctural Tony chridanan Zachary R. Priest Steven M. Unch. PE DWI 70020 ORTW2020 05UM020 12J15=20 Applavad R.�.i- ZD20 Rmid. MOW Prodticts Irt. Clark Jones James I, Bucker. RE.Q Seven M. UrIch PE OR27/2020 W12502020 10AD4/2920 12MG12020 Appr-ad ::. =W . 7a -= 3&#39:0 Sidelitea (I risrAngiOutswrig, OM coomigody; Roaring J417) 624-60� PE-59165 i954) �2-6224 Metals Company (TAMCD) (1113) 248-3456 PE-74021 1717)31T-8454 Catelpikir. Radio (904) 183-9400 C BUCK Grigirearling (717) 3174454 , 0 E-: 29 zc. Themna-Tru Fbvr�Clastiiv and Smoorth�Star config.rat.") Nominatl U#31R,0 &q,k;t;Non-Irnpaot&quot Glued 1213112= No Yes No N/A S.ImCamsgsi Unchasymart. kam-ademaCM-li.- Category: Roofing lonyagormaistrooring.com 11.1,Cabagary; Racing Ac-teries that am - .I.k@fl-. corm FE-31242 C:? Composite Eckle Fiberglass Single Door ,vith 3&1kV,0 CornAllhince Method: Evaluation Repo from a likeeCaeogeory: Rooring Accessories that are am Integral Piartialithe R-Ifing8yatia. -T .- 'L' Sidelitak(s) (Insvoino0umewng XO, OX or OXO Florida Registered Architect we Licensed Rondo integral Part Othis Roofing System Cernpliano. Method; E-iiiation Report from . . Professional Engineer Comilillarim Method E.Wil Report Arm is Force 116gistaredArchitect or a Licensed Force C-- - 3G zd, Therma-Trut Fiber -Classic and Smooth-Stat =111:31�;1*0 &quot,Non-I mpactiliquot: Glued 12t3112022 No Yes No NIA Florida Registered Anctintoct or. Licensed Florld. Professional Engineer Contpoorte Edge Fibergess, Double Door with fil.t1232t.0 Priedudtf; Professional Engineer FL,Mtu-*2 Product. 3&#M 0 Sidelftes llosviing/OutwArg; OXXO glassily A,-,- Amarovadfartuso Amerannal fm Usis Imbeet Deal- IF1.1111111111,113 products 31 ze. Therme.Tru Fiber -Classic and Smooth -Star config6ratImi) Nominal 741l &quotNoM-mpdot&quoA;. Stiodar 12J3112022 No Yes No NIA 21:11 Product Nookel. tharriblour- lilikinki Product Deactivation canit-1 Eimilmllon Date 1, HVHZ outside F"Z Resistant larm ... ra Quality Assurance Judbrovedfortise Approved for Use wag 22ft Aka Product MadalL Mundborm No- QuaMv Assurance Apernavoij for Use, Atitiroved fair Use larDW Design Proaket Emnothort An HVHZ outside HVHZ assistant P-na Swiss Composite Edge Glazed Fiberglass Single I TAMKO Root Undarlaynterrits (HVHZ) Roof undedayracrill for - In F 9C HVHZ 0&2912023 Yes No NA NA aw Product Model, Numb air or Me me Product Description Contract Exalration Date in HVHZ outside HVHZ R,,I,t,t pre'.. 3 3 - FLAWO &qm;RV I Q Ridge Vensilquel: Auminum Ridge Vents for of"ad reith fabricated 12J31a024 No Yes No N/A Door Wth or Wthout 1&#39,2 Sidelds(iiii jarklietlems. I TAMCO Flat Top Off -Ridge Vent %,In Baffle for ne 20 sit. static rokli'veritilist.r Mth ban. 0%`Q 12026 Yes yes NIA N/A from 0 025� Al.rain- (InswriglOutswing, K OX. XO of OXO cm,figurattions) 2 TAMKO Roof Uad,rhymems iNON-HVHZ) Rooduncladfayniensfor ... 0 F 3C niai CASQ11121323 No Y. NIA rVA 2 TAMCO GoosenookVilint 20C.. W02026 No Yes NIA -04152.5 jurisdod- 3 TAMCO Off-Ridgi, Roof Vart m,,ffih Bark 20 ga- static notifveritlator vith Integrated baffle 09M/2026 Year Yes NIA WA 4 TAMCO Round Top Off -Ridge Vent I.Yfth Battle fix Tilke 26 ga. static rmi'ventflator with bistro 09108/2026 yes Yes NIA N/A no ridat De partirrient of Business & Professional Regulation page i oft Florida Department of Business & Professional Regulation Par 1 &3 Florida Department of Business & Professional Regulation Pap I of I Florida Department of Business and Professional Regulation Building Codes and Standards 11712021 Building Codes and Standards 117/202 I Building Codes and Standards aft'2023 1 Building Codes and Standards Product Approval Application Detail 3/1512022 Product Approval Application Detail Product Approval AppliCaUcin Detail Product Approval Application Detail U) , 1111111- 11 ; � 't - I I ,,, � �' , -, '-' , -' " , II �" ' � � --; , - ,-- - ,, "I - '�'p '; !,. 4?�v - � � � -1 I �, ", 1 4 14'� r I �' I , I -'- � '4 �.1- I -� �-'. -,- - ;w , , � - , _ - " , , - , , � , , _­:� -,;-­�-­­-­­­ , , �"' , � , , � - -� _ , - - , - , , , I , , � - , - , --'-, , ,11 - I'� --- " I .-.-�- -� ,�Ir _', '� ' , � - 11 .' :,':�`-111 ",- , � � " �� � �-�' ,�� �A E� _ I �'- _:�' - , �g --p- ',� """'s "--,- -�' � . 11`� ", � " ", � , I - - �,'4 ", _ __ "�" .1 -��� 'v - , - � - '- , - , , _ , " -'L , 40AM .y' --'-' � -, , ,- - , , - � I 1, I I -1111 . - I - ill, - �'* c ` - -� -- -1 I -!1i I, I -1k, I - - - R; --1 - I -� In 1� '14 - - ��� �r , 1 . 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(20b) 654-BiGO cosagey Q,.thei,ii (9541 689-7545 PE-44197 (954) 772-6224 jyM A01110111 Manufacturer Conte Engineer & Validated By Revision 2020 P OLYGLASS USA livilauryAlpert, License John W . - Validated Submitted Plifnft , I D126/2020 1012212020 FBC Anproved Approved 12115f2020 S.bCal-ari Raising A.co-le. that are an Integrad Partafthe RooffinpSysearm Compliance Mdh.d: Ev.1.0- Report Inarn. ki0l.yokorrism-com S.bC.t.g.ar- Roofing Tises Coorpli-Nothed: Evaluation R.p.tf,- a Product E,altedon rn% RdbinAndersomil?bonal.. in asibcatmistary! St.. Ponsts Compliance Method: Evaluation ROW tom is firn.rotanseresippie.t.- in Category: Roofing S954233133OSmalpert@polyglass.com Robert Nieminen Knezevich, PE FlorridaRejeteredArchneclora Licerskedporkle, Florida Roglid.sedA,01ted cris Ucartoad R.rid. Professional Englitto, Subcategory: Undedayments PE-59168 (954) 772-6224 1`1101/2020 professional Engineer FLA113:2401 loseduch, F1.0724114112 ftoducts Quality Assurance Amovisdi for use Awrovad for Usks ill= 2WM PLAH50int-full Pire"t Compliance Method: Quality Assurance Approved! IV Use ADDI'"d for UW 1111"d Domfors AML9 is E�V!!LCNN"rylluate, Split old English Contract Excitation Data it, HVHZ Flat Prefflia Dan-, CC Q1j12AdkHVjZ R."An't Pross- Aumansyrdf,thas Abstroviol for U" lospect posigo E Evaluation Report from Mau Product Maider, 11-turtir Name Product 0-riallars - xroirat M "I in HVHZ outside HVHZ Resistant P— Thatain &amp: "past - 12r3l=20 No Yes NIA NJA Ago Product Modal. Numb larmuc, 0 ... rattion QQWN&Zabmgu2m it, Hym Outold, HVHZ Abstusbust P,,,- a Florida Registered 1 Dack-Airl DA4 � TRH3.ilt D.ck-h, DA-4 Lou Profit,, Po[rpropylkira, pissfie, R..fV-t 12110/2025 No Y. No -97.5t-97.5 17 Saxony 600 - State Shak.Aiirnp: Split Shake Flat Profile -Slockton CA 121311202D No Yes NIA N)A 1 20 Gage (3.1-Isied Steel SI- Nllq,tHVHZ Camgat*d Galmiaid Steel Swm Panels remi iminm Y. Yes Y. WA -*--a Architect or a Licensed Florida Professional Mechanically Attached to Ply-d D.okk 1 0 Saxory NO - State, Shake Aurip; Split Shake 19 Seamy 700 - ask., SW.Aurnp: SON Shake Flat Profil. - Riiik.� CA 12r3l,202D N. MatPriiffie-Slockton CA 12t3V2020 No Yes N/A WA Yes NIA NJA 2 24 Gage Galvanized Steel Stoor PaneIsrNHVHZ or W by tracks to Provide hurricane pi'ductionr corrugated Galveribeed Steel Storm Pariels retalned 12/31f2023 No Yes Yes WA =; a) Engineer 20 19inionix - Shake. $lam &imnp: son Shake 27 T.j. an. t B.-Ionts or FIMPI.Ais-Ritift. CA 12/31f2020 No Ron Proofs - Klty� TX 1713irlwo 'j" Yes NIA N/A Yes NfA NJA a ties by tracks to lamide hurricane protection. a) FL#6259-R31 Products QuallyANUMM ARRM for a A=2ndjff_YM IM= Vast 28 VII. 1-cau Rome - Katy TX 1=1=20 No Y., N/A NIA _I_- U) gislux- Product Made], Number or Nanne Product Desenrintlorl Contract EgSradon In HVHZ Date Oullside H Resistant Pressiunis 1 1 Polyglass Roof Undertayments Roofing underlayments 10121/2022 No Yes WA ANIAI-622.5 1 Polyglass Root Undarlayments (HVHZ� Polliglass roof underlayments for use In FEC12r23r2023 Yes No VA N/A � M HVIHZjurisclictiones. > 2 Polyglass Roof Underlaymerits (non-HVHZ) Pdlyglass roof sindeflaymi ents, for use In 12f23)2023 No FRO n.n-HVHZ jurisdictions. Yes NIA -NIAI-622Z M 0 1 Polyglass Root Undertryments (HVHZ) Polyglass roof underlayments for use in FBOl2f23r2M Yes No WA NfA Florida Department of Business& Professional Regulation Page i of 1 Florida Departmerit of Business & Professional Regulation Paw I 01 Florida Department of Business & Professional Regulation Pedal at " HIVNZ)urlidictions. Building Codes and Standards IrZ,2022 Building Codes and Standards 117W21 Building Codes mind Standards 1,712MI > 0- 2 Folyglass Root Underlayments (non-HvHZ) Polyglass itWunderlayments, for use in lM3rA23 No yes N/A -NIAI--022.5 FRO non-HVHZ jurisdictims, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail D- I Polyglass Roof Underlayments (HVHZ) Polyglass roof underlayments for use in FRO 1 M3023 yes HV1HZ jurisdictimse. No N/A N/A 0 < " - " -- - -- ��" �' � " 11 3 '-, - - , �� �,-�,����-V�,�5,.���,.',;-�'�'�' '- - � " '�"k"- , " � I - , " , � -, " ":� ��' g�z'�'� �'� -� �" W"I" 1`1� n, - � - " "", , - " �- I"', '�'4'u`4�"'�-' '&�"" I - -- I I 1-1 - - I'll - - .� � '� , "I , �4 � - I Alow " WAW���W��XR�N����4������� I � -- -.-- I '1:�"�Kx�-'Z' '� ')�-,�" " - , � 4 *PW����94e?��� �� �' W 2 Polyglass Roof Underlayments (non-HVRZ) Polyglass roof underi2ym ants, for use in 1=3=23 No Yes NIA -WAI-622.6 996 �11' , �-"'; � -f."'*�"""""��- - - , '��-k" � - �� - , , - -� Entityar Data 21111 Date Parsdisma 20 , , ­ e � , ,", In ..... 1-­" , - � I", �N - � " . , Calls ENRY or 21111! Diu pace 1"Indna 21111! 9911111 L, t" 7� W� �"%'-.�"IT7'1 I , -1 , aliflity v one 291 Me Fortino 20 FRO nnn-HVHZ juristfictions. Tvpe version Manufactum contact Engineer & 1-leensee Validated Validated submitted P13C Asimiroval Aoo-,d Statu 111112 Version Maramsmicturar contact Enclonmer AL Lk- Val dated Ely Validated Submitted FBC A-yal A-ved a" JARAIL vam- ManufActurear Control Engineer & Lice- V41dabid EW Validated Submitted FBC Amnarrial A,-d status " -4--al 1 Polyglass Roof Underlayments, (HVHZ'p Pollyglass roof underlaym ents for use In FRO 1212312023 Yes No NIA N/A Rwisiort 2020 All American Shutters and G loss Mks Batten Frank L. Rental P E Troy Bishop, P, E- lOrM2020 10/1&2020 1 1 ION2020 12�16=20 Appr-ed R"sum 202D Alpine St-t L-a ICC Eviiatelon Seri LLC W1111- M, Rooters, Fir iMI12020 1 Dn2M20 1 1451202D 1i.i0VA20 Aitpraved Revision 2020 Comirrorchil Concrete Productisine, Robert 0111, Samuel A. Greenberg John Hoy 1211SM20 1211012020 12r.'W2020 said FBC Appr, 0 2 Polvdass Roof Underlayments (non-HVHZ) 11VI1Z Prisdichoris. Pollyliest roof underlayments, for use in 12f2MC23 No Yes NIA -NIAI-M.5 Categforry: Shutbams Subcategory: St." Portals (561) 712-9882 PE-0046549 (954) 947-0880 irriluabo8ilannericalmhutte Category: Strudonal Compo-th. Subcategory, Troe. Rates (321) 710-3377 (4671) 681-1917 slinAiia.pmeft- Category; additional Compoti.rKs, SubCattiolifil Products Introduced as a Result of 1811)659-3707 PE-34245 tM2) SH-5311 procaussidor@yah-com =3 FRO non-HVHZj.riadi.ti- Compliance Method: EvaJ ustori Report from a Florida Registered Architect or a Florida mcom Comph-, Allethoid, E�eiiati- Rapiort in- . Product Evaluation Entity NwTechnolegy from -0 -.1-mad Professional Engineer IFLA1121111,1117 Products Compliance Method: Evaluation Report a Florida Registered Architect or a U-sed le.d4h. Professorial Engineer 0 P191?689-R310todivolts QuallvAssam- Approviad f. U. Apor-dirarUsus inroad goods, " Sao a Product Model, Number or Nam a ouslityies"Umn AsAgrovadforUse AborovedforUse, [MOW Design Product Description Contract Expiration out. in HVHZ Outside HVKZ Resistan Pressure ftg.f MDdV,. NUMb4r Or MOM I =1CIGIA01. High- Stroodith (H 8-p: 8) Friflovel Delsorleflo Contract Expiration Due In HYHZ We] comin-ter pkal. 1 MI/2024 Yes Outside Hvla R"Stkm Pressure Yes NIA NtA FLAM174-WAroduct Quality Ail— Agoravadfam-Usto A-r,v,d for Us, Impact Ciaislan 0- i 24ga Galvanized Steel Sham Panels 249. Golvenized Steel Storm Panels 12f3inD22 Yes Yes, Yes NIA 2 ITW BCG1AAAae Hinge Plate metal Connector Plot. 1 wlal:124 Yes Yes N/A NIA Aw MIAMI product Dwriptleal In HVHZ Outside Resistant pressure < 3 BCOtAlpme Trulat 4 =W 2COIAlpi. Wave Metal Connector Piali, i 2YMM24 Yes metal Connector Plate 12f3i/2024 Y. Yes NiA NIA Yes Nil^ NIA I ==ciaf Coremot Predut, Precast -it Plost-d Concrete Lint.11 DW2W2024 No Yes NIA NJA a) a) -0--i ICU L) M . =:3 < 0- Florida Department of Business & Professional Regulation Building Codes and Standards pagrezolz Will Florida D"rhimant of Business & Professional Regulation page I .1 I Building Codes end Standards 61412" Florida Department of Business & Professional RegulalliAgn Building Codes and Standards Page 1 d2 928121121 MM-0 ii-s-s- Product Approval Application Detail Product Approval Application Detail Product A pprovall Application Detail 0 L- ICU ­ �� �<' '-1-1 11-'�" �x'-�'�'�-�',,� -,:�--":i� ' ��'! 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TvAis version Manufacturar castled Snaluser A Lt.-. V.060.4 By vaillifeled aLbmftd FEC App-d App,-d al"Isits 1002 YAW- M,W,ct,- Contact Emeriver & Licurnse, Malidebal IN YiNdatard Submitted F13C A-inat A-ajed stail., I= Vickie Martudecturior cmtact Erkd,- 8, Lk-, Validated W Validated Submitted FrIC Admicyal A,-,,d 211111111 � = Ra,isaorn 2020 Mnak Inc. Cdotgoisr- Shinietural C-p-ots rim Week, ICC r-luetion Servism LLC ICC 9�siinubort S-ice. i952) 89MG35 LLC. DIJ13=23 12r4l)=22 VU03/2023 Applicked R.Mol. 2D20 W"rhiia.- Colostomy: st-taralComp is Rob Bodmr, ]CC Evial-fion 8--, LLC I- L,h,.. P.E, 02102/202i IOM3rA20 02103W21 Approved (253) 824-6478 (608s &V-3288 Afflaniallw 2070 Alpha Auttyrunt, he. Collectors: Pare Wells Jose swo Luis R. Lomas eleven M. 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Nuardisror turn, Guallb Afrourarses Approved for LIN Approved IV Use Arripact 22WM Product ChiscrIollu Contact Expiration Data In KYH2 out" Hyliz Ratialarst laressur, I'Ll"6101"5 Prisducts, CAiWity Assurance Approved for Use Approved for use IRNWJ Dowiters -1 I I 1 MISAHS 18 g& high stimmoth I... conni'dor plate f213112024 Yes Yes NIA NIA I Microllain LVL L.Minated)(anew Lumber 03/3112023 No Y. N/A NIA &a Product D-lation - , - � , - , in HVHZ outdo, HVHZ Resistant Prasuium O- 2 M18SH3 i 8 ga. tal high strength miss connector plate 1213V2024 Y" Y" NIA NIA 2 permit. P$L parallel' strand Lumber 0131J2023 N. Y. NLA NIA 1 Alpha Alurrynorri Solid Lill Vented Aluminum Saffitf Alpha Aluminum SdU tealmi: Vented Aurninum Orr-1=023 No Yes No N/A 3 Milo 16 go tai. conrector plot. 1 2f3l f2O24 Yes Y). NIA NJA 3 Tirinbe6linimel LSL Laminated Strad Luxbor OW31J2023 N. Y" NIA NIA CMU &.nV; Worcel SoMw CMU &amp; Wood A 4 WT18HS Is ga. high strength traseconsador plate Q)31M24 Yes Y" NIA NIA 4 TJ Ran Board Struchiral Composite Lumber u Orented Stnind GU31f2(323 No Y" NJA NIA 5 MT20HB 20 go high searigth t-it-do, plate 12131)2024 ins. Yes N/A N.tA board Ran Board - SHEET NO. a TI-18. MT18 18 go mi. .conector Pat.. i2131=24 Yes Yes NIA NUA 5 Waysm...., RI. 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PA 1.2 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 !S= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12r3o 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 1230r2020 cmF For direct Inks to all SST approvals listed below, CLICK HERE. �a Fdirect Inks to all S8T approvals listed below, CLICK HERE. ® For direct Inks to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mama -Dade County Notice of Acceptance (NOA). CLICK HER . For additional Information regarding Fldridi Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional inTOM Don regarding Florida's Statewide Product Approval System and Mani -Dade County Notice or Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maad-0fltle County Notice of Acceptance (NOA), CLICK HERE. FL#2355-R7 FLM0446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518'to 3- 9116" and heights ranging from 4-5116" to, 11" Concealed flange Product Model. Number or Name Product Description AR219 Product Model. Number or Name Product Description IJ2" Product Model. Number or Name Product Description version (HUSC) available for modals having width equalto or 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw i A21, A23, AW, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9116". 2 APA21 APA4, APAB, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, AP51010. APB101DR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16'. FL#NWRO APVB44R, APVB66, APVB66R, APV888, APVB88R, APV61010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers kMI Product Model- Number or Name Product Description APVDJT2R-6 a DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LUC210Z Face -mount hangers 1 SDI0112DBB Outdoor Accents Connector Screw 5 APHH48, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 117, H10A, H2.5A, H3, H6, H7Z. His, H18S, H16-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 2 SD9112, SD9212, SDI0112, SD10212 Strong -Drive SD Connector Screw 8 APL4 APLB APT4 APTB APVL4 APVLB APVT4 APVTB Outdoor Land TBeam-to-Column Ties 0 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tredown 5/8" and heights ranging from 3" to 10-15118" 9 9 9 3 SD91128S, SM212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SDS, MGU5.25-SDS, MGU5.60-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers 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 16 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2. HST3, HST5, HSTB Straight Straps 1/8" and heights ranging from 6-15116" to 19-112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP227DO, SDCP22858, SDCP22912, Sarong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTSQ20KTZ Heavy Twat Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9Ji6" and heights ranging from 3.1116" to 13-34'. 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500. SDS2560D, S05258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18. LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-114" 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. MSTAI8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL910667-R6 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps Sea S Product Model- Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4SB3, MSTC6883 Pre -Bent Straps Sep # Product Model- Number or Name Product Descrintion 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30. LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTISO, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16 D 7- 2 ATUD5, ATUDS-2, ATUD9, ATUO9-2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSiS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30'. 3 BP3/8-2, BP1/2, BP1/2-3, BP5/8-2, BP5/8-3. BP314, BM/4-3, BPRTUO3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSI28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA200-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW112. CNW518, CNW3/4, CNW5/8-1/2, CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2,37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1J8" and heights ranging from 9-114" to 24", 5 CTUD55, CTUD65, CTUD56. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Slap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z. ML21 OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SPt. SP2, SP4, SP6, SPB Shad Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B. RTUD5. RTUDB, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5fB" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD1O Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLU139, MMLU1311 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- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18._ ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, 5T6236 Straight Straps 715" and heights ranging from 11"to 32-117', 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30. TB36, TB42, T846. 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 Tledown System 33 RTC22Z, RTC42; RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32" 12 URS5 5/8" Upli t Rod Run Tiadown System 34 STC, STCT, DTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedovwl 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 8-71W 13 URSB Wit" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WBi08C, W6126, WB128C, WB143C Wall 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 3-114" to 7- 1/8" and heights ranging from 11" to 37'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-RS 112" and heights ranging from 8" to 30' Product Model, Number or Name Product Descrlption sea if Product Model. Numbar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-718" 1 DTT2 Hold-down %q # Product Model, Number or Name Product Description 1 CBH2.37x5S, CBH2.37x7.63, C13H2.37xg.75 Concealed hangers and heights ranging from 10-1/2'to 26". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4'to 5- 3 HDQ8, HHDQI I, HHDO14 Hold-down 2 DSC2R-SDS3, DSC21_-SOS31 DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9/18" and heights 7/8" and heights ranging from 7-11Z'to 32' 4 HDU2. HDU4, HDU5, HDU8, HDU 11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25SDS, HGU5,50SDS, HGU5.62-SDS, HGU7.00SOS, HGUTZ- Face -mount hangers 118" and heights ranging from 14'to 33' 6 LSTHD8 LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 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 a HRCI.81, HRC22 HQ Ridge Connector 3/8" and heights ranging from 5-5116" to 12-7M". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7 00-SDS.. HHGJ7.25SDS, Face -mount hangers 3-911 B" and heights ranging from 5-318" to 13-1/8" 10 PAII8, PAI23. PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28. LSSU210 Light SldpeabletSkewable U Hanger HHGU9.D0-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 11 STHD10, STHDi 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 1/2" and heights ranging from 3-7116" to 15" Concealed flange 12 STHDI4. STHD14RJ Strap -style hold-down 10 TC24. TC26, TC28 Truss Clip HHUS72511 D version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, 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, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1.81122, THAI2-06122, THAl2,1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and helghts ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels, only acute flange Is concealed, 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.318" to 32'. 15 THJM2-4-SDS3, THJM2-5-SDSS, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-114". Concealed flange 518" and heights ranging from 9-118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9118" and heights 18 VTCR Valley Truss Clip greater than2-9116" ranging from 5-318"to7.114" - 10 HUC01.81/9SDS, HUC01.81/11SDS, HUCQ210-2SOS, HUCO210-3SDS, HUC0310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412SDS, HUCQ5,25/9SDS, HUC05.25/11SDS, HUCQ610- ranging from 9-3f16" to 13-118" SDS, HUCQ012-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12r342020 e 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3WQ20 � Simpson Strong -Tie 2020 FBC Approved Products Updated 1213WMO � Simpson Strong -Tie 2020 FBC Approved Products Updated 125012020 ®-, For direct Inks to all SST approvals listed below, CLICK HERE C= For direct Inks to all SST approvals Ned below, CLICK HERE. ,®. , For drecl Inks to all SST approvals Isted below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and MaFrI County Notice of Acceptance (NOA), Q rise wFaF « For additional information regarding Florida's Statewide Product Approval System and Mato -Cade County Notice of Acceptance (NOA), LUCK HERE « For additional information regarding Florida's Statewide Product Approval System and Mato -Dade County Notice of Acceptance (NOA), LUCK HERE. . For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#1146a-R5 18 SILBV1.56, S/LBV1.81, VLBV2.06, S1LSV2.37, S1LBV2.56, S1LBV2.68. S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-310" to 15-1/8". S1LBV3.56, S/LBV3.62. S1LBV4.06, S/LBV4 12, S/LBV428, S1LBV4.75, S1LBV5.50 6 Strong -Bolt 2 (ST62, ST824SS, ST82.6SS) Strong -Bole 2 Wedge Anchorfor concrete available in carbon 22 LBAZ seres hangers Top flange hangers available in width of 1-9116" and heights said 7I Product Model, Number or Name Product Description 19 S/LTT20, SlDTT2Z, S/HT714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1f8"- 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST80, WMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-1­14SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/B" and heights ranging from 9" to 33-112' 3 HUCO210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, OSP, TSP Stud Plate Ties stainless steel, at 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 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2'. 5 THGQ2SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS8 Joist Hanger 24 TSD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rot Coupler for concrete 25 MIT srres hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH. THD37212RH, Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-1W' FL#11473-R5 FL#13W4-R5 27 RR Ridge ratter 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 Seo # Product Model. Number or Name Product Description FL#16230-RB 1/8" and heights ranging 9-1/4'to32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.52-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SOSHDG, CCTQM3.62-SDSG, Masonry Per Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG. CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H18-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD6.5DG-KT, ECCLRQMD3.62G-KT, 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, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong-Boh 2 Wedge Anchorfor masonry 1 ABA44. ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, H HETA40 Heavy Embedded Truss Anchor 3 HGUM5.25. HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.0C Heavy Masonry Hangers 5 Titan 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46. ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABU66R. ABU88, 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 Then HD (THD-H4SS, THD-H6SS, THD-CS6SS) Then HD Heavy -Duty Screw Anchor forconcrete available in 304 ABU88R, ASUIDIC ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM48. LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z. ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ. ABW7-7 Adjustable Post Base 1D META12, META16, META18, META20, META24. META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12f11.25, MBHA3.56f7.25, MBHA3.56f925, MSHA3.56111.25 Masonry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACE4, AC6, ACOR, ACE6 Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56/18. MBHA5.50f7.25, 7 Titan Turbo (rNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BCBR, IBCS, BCS2-214, SCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11 25, MBHA5.50/11. 88. MBHA5 50/14, MBHA5 50MO, e C844, CB46, C648, CB68, C888 Embedded Column Base MBHA5.50fl8 7 CB5044-SDS2, CBSQ46-SDS2, CBS066-SDS2, CBS086-SD52, CBSQ8&SOS2 Embedded Column Base 6 MBHU3.56J9.25, MBHU3.56J11.25, MBHU3.56111,88, MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-14" to 9-112" and FL#11496-R5 MBHU3.5611 B, MBHU5.501g.25, MBHU5. 50111.25, MBHU5.50111. 88, MBH U5.50114, W2 ranging from 3-5f8" to 7-112" MSHU5.50116, MBHU5.50/18 -d&f Product Model- Number or Name Product Description 9 CCOSOS2.5, ECCO-SOS2.5 Series Screwed column caps with W1 ranging from 3.1/4" to 9-lf2" and 22" Product Model. Number or Name Product Descrptlon 1 X3461018-5K; XiS1016, X1 131016.4K, XQtS1016, X01810164K 410-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 W2 ranging from 35/8" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT68Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13975-RG 2 XLQ114T1224, XL01 14B1 224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD36, HD5B, HD7B, HD98 Boiled Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTTS, HTTS-3/4 Tension Ties sect it Product Model. Number or Name Product Description 3 XM0114S1224, XMQ11481224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SDW2243B, SDW22458, SOW22500, SDW22600, SDW22538, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW22634 4 XQ1I4S1224, XQ114B1224-2.5K X114S1224, XQ112SI224, XQ112137224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPB887, MPB68Z Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, P866, P866R Embedded Post Base FL#13628-RS 3 SDWH18300DB, SDWH19400DB, SDWH196WD6, SDWH19800DB, SDWH79101DOD6 S4ang-Drive SDWH TIMBER-HEXScrew 5 XU34SI016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SOWH274000, SOWH276000, 9DWH278000, SDWH271ODOG, SDWH2712DOG Strong -Drive SOWH TIMBER -HEX HDG Screw #1 Drill Point is PBV6. PBV10 Round Post Base §2 Product Model- Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-18. PC46-16, P048-16_. PC64-16, PC66-16. EPC44-16. EPC48-16, EPC48­16, Post Cap 1 SB518x24, SB7/8x24, SB1x30 SS Anchor Bolts 6 SDWS19600, SDW61971Z SDWS22400,SDWS22500.SDWS22512, SOWS22800, Strong -Drive SOWS TIMBER Screw(Inbehor Grade) EPC84-16, EPCBS-10 2 SSTBI6, SST620, SSTB24, SSTB28, SSTB34, SSTB36, SSTBi 61L, SST820L, SSTB24L, SSTB Anchor Bolts SOWS22800, SOWS22900, SDWS22100Q SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z. PC4RZ, PC8Z, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC6Z, EPCBRZ_. EPC8Z, Post Cap SSTB28L 7 SDWS223000B. SOWS224000B, SOW522500DB. SOWS2280008, SDW522800DB, Strong -Drive SOWS TIMBER Saew(ExteriorGrade) EPC8RZ SDWS221000OB Sea # Product Model. Numtaer or Name Product Description 21 PPB44-4Z. PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512088 Outdoor Accents Structural Wood Screw 1 DSSC843.5. DSSCB4B, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273ODSS, SDWS2740OSS, SDWS27500SS, SDWS2780OSS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SOWS2710ODSS, SDWS271200SS 3 FPHSD34Si01B, FPHSD3481018, FPHSD3481016-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSO Framing4o-CFS Self- seq # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3481214-5K Drilling, Tapping Screws FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF04.25, LSFC6.25, SFC2,25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6. HRS8, HRS12, FHA6, FHA9, FHA72, FHA18. FHA24. FHA30, MSTI26, MST136, Straps 97 mil (12 g9) 5 LSSC4.25, LSSC6.25, SSC2.25, SS0425, SSC6,25; MSSC2.25, MSSC4.25. MSSC&25, Steel Stud Connectors seq # Product Modal. Number or Name Product Description MST148. MST160, MST172, S/MST27, S1MST37, SIMST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS90, HTS30C Heavy Twist Straps FLZI5363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LST173, MSTA9, MSTA72, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43.5, SCB45.5, WB47,5, SCB49.5, SCS411,5, MSCB45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH465, GH46-8, GH48-6, GH48-8, GH41 D-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTAR LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) §W Product Model. Number or Name Product Dowrption 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUSH3.25; SUBH3.25, MSUSH3.25 Bridging Connector 1 AS 18, AS ISS5, AS 18S8 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB513, GLB5C, GLB5D, GLB7& GL37B, GLB7C, GL67D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLST520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTSi 8, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouklered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy GirderTiedowm 10 MSTC66, MSTC78, ST6238 Straps 68 mil (14 ga) Screws 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20. MTS30, M7824C, MTS30C Medium Twist Straps 13 XQ1Si016, XQ1 B1018-4K, XQiS1214 X0181214-3.5K, XQ78S7224, XQ76B1224-3K, 410-16, 412-14 and #12-24 Stroi Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, SJB1.81, S1B2.06, S282.37, S/132.56, S1BZ68, S1B3.12, S133.56, S/B3.62, SIB4,06. Top Flange Joist Hangers FLM5730-R4 X0114SI224, XQ114131224-2.5K, XQ112S1224, XQi12B1224-2K, X3481016-5K, Tapping Screws S1B4.12, S1134.28, Sf64.75, S/B5.50 Xi S1010. X1 B1016-4K X1 S1214, X1 B1214.3 5K 13 SIBA2.1218, S/BA2.12/10, S/BA2,12fl2. SIBA2.12/14, S/BA4.18/8, S/3A4.18110, Top Flange Joist Hangers IM Product Model. Number or Name Product Description S(BA4.16/12, S1BA4.18/14 1 ET -HP Adhesive Anchorfor concrete 14 SIH 1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, G DPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, S1HO88, S1HDIOS. S/HD106, S/HD15S, S/HDi58 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies 16 S1HDU4, SVHDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 SfJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete March 6 2023 -e-a N Cn Ca O a) a--� U L Q � O CU O .L CQ LL_ O .� to -� � E O a� O L Q CU ,0 .- rr6�� VJ Q Q cin CV CO CV Go O 43- Q a Z Z W J c 0 0 ` o ins ca cuc1� M o -r, Pit Q Ww o cv y �- ar ram- r- Q) � U S CCJ M) G r.`. 7 Cn E W(1 W Z U)Clio ICU > O L CL L U 0 W L) CO W ^< O L� ICU w Q W z J z Q J SHEET NO. PA 1.3 Q� (n (� CD t V Mi ULA-W-DADE CoczNW • PRRODL CTCONTROL SEC'nON. PGT Industries. Inc. PGT Industries, Inc. o -1- 'a PGT Industries, Inc. N p O 11905 S 26 street Room 208 NOTICE OF ACC'EPTA.NCE: EATDENC'E SUB_WrTED NOTICE OF ACCEPTANCE: : EVIDENCE SUBIRTTED N (U -0 a' DEPARTME.1iTOFREGULATORY ANDECON01UCRESOUR.CES[RER) Mum Flcnds33175.2474 BOARD AND CODE ADIL TRATION. DUMON CN)315-2590 l (7s)}15-25" NOTICE OFACCEPTANCT: EVIDETNCE SUB31ITTED C - 4­0 p aj NOTICE OF ACCEPT A- CE (PTO A) www-si iaaadade-ra etanons 1. Evidence submitted under pres-ious NOA D. QUALITY ASSY-T&kNCE � = M � � A. DRA"T- GS B. TESTS continued (continued) 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ N -p U p -0 PC;<Tirttinstries,Inc. 1070 Technology Dris-e, 1. Manufactumrees die drawings and sections. 5. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 p _M L_ - 0 (v CD_ 0O -north Venice. FL 3#.75 (9ubotiffe•d tinder AWAX6.11-01077. 01) 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 E. 'KA ERLAL CERTIFICATIONS LL SCOPE: 2. Drawing No_ 3ID-5570,0, titled `Vinyl Sliding Glass Door NOA (I.W', sheets 1 3) Water Resistance Test, per FBC. TAS 202-94. 1. Notice of Acceptance No. l "328.14 issued to Vision Extrusion Limited for their M Ibis NOA is being issued under the applicable rules and regulations govetsiag the use of c o�ountatierials. �e through 21 of 21 _ prepared by manufacturer, dated 1 EJ 175;'15, with recision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 - 111te Rigid PVC Exterior Extrusions for t�i indows and Doors". dated 08 13 r 15. , � ,0 M p O - � documentation. submitted has been reviewed and accepted 'by Miami -Dade CouWRER -Product Control Section to 04;05r'17, signed and sealed by A. LyunMiller_ P.E. 5) Cyclic trend Pressuue Loadingper FBC, TAS 203-94 expiring on 09�30-19. ty p Q be uses# in Nliiatui Dade Cory end other sre�aswbme allowed by the Authasity Has wg imisdictio u (AHI). 6) Forced Entry Test, per FBC. TAS 202_94 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their `�� � � � � CL This NOA shall not be named after the exparatic3n date StateS3brelow _The Mramt-Dade County Product Control Section B. TESTS along with marked up drawings and installation diagram of vinyl sliding glass door, prepared 100t1 Tan 202 aad lighter Shades ('non-X%1dt�e) Rigid PVC Exterior Extrusions for .� Q (In Miami Dade County) andlorthe AHJ (in areas od:er than il+iiana Dade County) res erne the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC. TAS 202-94 by Fenestration Testing Lab- Inc., Test Report No_ FTL 8_5.19, dated 11, 6,15, signed and Windows and Doors". dated 12C08f`16_ expiring on 12..,29,21_ product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 2} Large Missile Impact Test per FBC TAS 201-44 seared by Idalnmis Ortega P. E_ (Test report revised on 12,'0125 and 0? 11i16) 3_ Notice of Acceptance No. 13-0528.I + issued to Vision E.vtnmsion Limited for their manner. the manufacfiuerwill incurtheexpense ofsuch te-sting and the AHJmayimmediatelyrevoLe-modify.ar jurisdiction. 3 Cyclic Wind Pressure Loading FBC, TAS203-94 } 6_ Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC Extem for ]Extrusions for suspend the use of such product of material within their RER reserves the right to revoke this P F 3 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 Windows and Doors". dated 0&113.r15. expiring on 09.'30'49. acceptance. ettherif it is determined p icable Dada Count}. Product Control Section that this product or material faits to meet are requirements of die. applicable building code_ by Fenestration Testis Lab, Inc._ Test No. FTL 8717. dated 12,107.45, and g Reportd 3) a� nice Resistance Test, per FBC. TAS �O..A4. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, � This product is approved as describedherein andhas been designed to comply with the Florida Building Code_ sealed by Idaluns Ortega. P. E. (Test report revised on 0115.16 and 02 `74 16) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their -TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior including the HighVelDcityHun=aw Zome- 2 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic W. Pressure Loadingper FBC, TAS 203-94 Extrusions for Windows and Doors" dated 091115116, expiring on 02,DC21. DESC`RIPITON: Series "55 70I2770"' �-in� 1 Sliding C;ia ss Door (Reinforced) tic.vso 901D 13�° corners-L ')Uniform Static Air Prue Test, per FBC, TAS ?0'_94 along•ith markedup drawings and installation diagranm of �nyl slidirmg glass door_ prepared 5_ Notice of Acceptance No_ 16-0712.0d issued to ENERGI Fenestration SolutionsUSA, APPR+DZ :�I. D►OC[Tl11 -I: DrawiugNo. �-55?0,0 RerB, titled "Vier}d Slnding GlassDoorNOA(i.'vi)'', sprees 3) Water Resistance Test, per FBC. TAS 202-94` by Fenestration Testing Lab. Inc., Test Report No. FTL 8552, dated 11,04,45_ signed and Inc_ for their *'Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior 1 through ? l of 21. prepared by marnifactures. dated 14.'05,15 and last revised on 02�01r`21, signed and sealed by 4) Large Missile Impact Test per FBC. TAS 201 94 - sealed by Idalnmis Orr P. E_ (Test revised on O'�.'15,201b - �' � ) Extrusions for Windows and Doors" dated 09,•'15116, expiring on 04,; 21 . A. Lynn l4filler. P_E_. bearing the AiiaIIii-Dade CountvPrt*ciuctCoIItral RetisioIIsta with the Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pressure Test_ per FBC, TAS 202-94 6- "Notice of Acceptance No_ 16-0712.03 issued to ENERGI Fenestration Solutions USA. Acceptance number and expiration dace by the Sarni -Dade County Product control Section.6) Forced Entry Test. per FBC. T4S 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their 137mite Rigid PVC Exterior Extrusions for Windows and Doors" dated MISSILE Lt4iPACT R�lT 1G: Lame and SmallhDssBe Impact Resistant along with marked -imp drawings and installation diagrams ofV1n_y'1 sliding glass door, prepared 3) C-ychc Wind Pressure Loading per FBC. TAS 203-94 0811017, expiring on 02,28118_ Limitations: by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11 06 15, signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7 _ Test reports No(s). 10-+(?02-792(A ), 10-0ti-RrIQS? 7. 535 7�►3-09_ per :�ST1�iE-84, 1. See table 1 (sheet2) and table 1(sheet � forapplicable SGD unit sizes, design pressures. reinforcements types_ sealed by ldahnis Ort a, R E. (Test revised on 01,'04r16 and 02 �11!20I � � � by Fenestration Testis Lab. Inc.. Test No. FTL 6638 ies A-1 thru A-22 dated g � (� ) ASTNID 1929 and ASTMD-635. issued b EXOVA to Vision Extrusion for cellulosic y glass types, sillmer(see tables B-1 & B-2. sheets 7-8) and amchorlayo ut sheets requirements in 11 thru 16_ 3. Test report on 1} Air Infiltration Test, per FBC, TAS 202-94 11i19,10, signed and sealed by Jorge A_ Canso, P_ E_ (Submitted uuder.YO--4 Xe.11_ composite material. 2. Rigid White FVC, Tan (Non -white) Rigid PVC andBrown. coated (Painted or laminate white Rigid PVC to be 2}Uniform Static Arc Pressure Test_ per FBC, TAS 202-94 0107 04) (Subtuilted raider X0.4 . o.11-014 04,,) labeled per referenced N'OA'srequirements_ 3) Water Resistance Test. per FBC.. TAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC_ TAS 202-94 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Imc. for their 3. Egress operabledoorsmustcos3rpiywithmin clear wit3thorhetightperFBC requirement as applicable. 4) Large Missile L3mpractTest per FBC_ TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 -Sena-yGlast (Clear and White) Int+erlayer". expiring on 07/04118. 4. Pocket w alls under separate approval to be retievmd byBuildmg official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-1117,01 issuer to Kuraiay Arnmica, Inc_ for their LABELING: Each unit shall bear a perntamerit label with them cturer`s name or logo. cite. state and series and 6) Forted Entry Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 '`Trasifoll- "traclear, Clear and Color PVB Interlaj era,'. eqA ing on 0710819. following statement: 'Tvitaint-Dade County Product Control Approved", noted herein. along with marked up drawings and installation diagram of vmyl sliding glass door_ prepared j) Cychc Rind. Pressure Loading per FBC. TAS 203-94 It-EW:4LI. of this N{3A shaIl be considered after a renewal application has been filed and there has beenno by Fenestration Testing Lab, Inc.- Test Report No_ FTL 8547, slated 11,04,' l5: signed and 6) Forked Entry Test. per FBC, TAS 202-94 F. STATEMENTS change in the applicable building code negatrmly affecting the pefforruawe of this product_ sealed by idal mis Ortega, P_ E. (Test report revised on 02115 16) along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 1. Statement letter of conformance with FBC----,* Edition (2014) and FBC-0 Edition TERM AITO'_n of this NOA will occur after the expirationdate or if these has been a revision or change in the 4. Test report cat 1 } Air Infiltration Test. per FBC. TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report No_ FTL 6337 (samples A-1 thrum A-5), dated (20171 issued by manufacturer, dated 0!i'14117, signed & sealed by Lynn Adiller. P.E_ mateniais, use. aIId'or manufacture of �e product or process. Misuse of this NOA as an endorsement of EII*r' product, 2) Uniform Static Am Pressure Test, per FBC_ TAS 202-94 1106� 10. s and sealed by Jorge Canso. P. E_ (Submitted under .N0A 'a.11_ signed ge . - 2_ Statement letter of financial interest, dated 04t1 & 17. issued by manufacturer, signed €'R for sales. ads ertising or any otherpurposes shall automatic ally terminate this NOA. Failure to comply -with any 3) Water Resistance Test. per FBC, TAS 202-94 010 0R) & sealed by Lynn Miller. P.E. section of this NOA shall be cause for termination and remmi ofNOA. 4) Large Mmile Impact Test per FBC, TAS 201-94 3. Letter of lab compliance. part of the above test reports. ADVERTISEMENT: The NOAnumher preceded by the words 2viiami-Dade County_ Florida, and followed by the 5) Cyclic Rind Pressure Loading per FBC_ TAS 203-94 C. CAL CITATIO>r S 4. RER Test Proposal No. 17-0387- dated 05,05117. signed by Ishaq Clmanda, RE _ expiration date may be displayed in advertising literature_ If any- portion of the NOA is displayed, then it shall be 6) Forced Entry Test; per FBC, T4S 202-94 i _ Anchor verification caiculatiolms and stnutuuial analysis, complying with FBC-2014, done in its entirety. along with marked -up drawings and installation diagram of vinyl slicing glass door, prepared prepared by PGT. dated 110915and last revised on 02,15116, signed and sealed by G. OTHER . o LI SPECTIO_t: A co y ofthis entire NOA shalt be routed to the user b -the mandacturer or its distributorsand P F } by Fmes�tra ion Testing Lab.. Inc., Test Report No. FTL 8_548. dated 11104 1..- signed and a AnihcnyL. Miller, P.E. (Submitted under.,VOAN& 151.�10.01). �_ t 1. Notice of Acceptance No. I. 1210.01, issued to PGT Industries. for their Series "j a „� r, shall be at ailable for inspection at the Job site at the s equest of the Building Official. sealed by Idalmas Ortega P_ E. (Test repot t revised cal 01; 04,'16 and 02 I I,`16). 2. Glazing complies with ASTME-1300-09_ "5570 �2770" 'i'iny 1 Sliding Glass Door (Tteinfomxeol) - L.1I3.". expiring on 04 `14+2i This NOA revises & renews N 0 A #20-0429.05 and consists of thispage 1 and eiid.ewe pages E-l. E-2 _ E-3_ E-4. r 3 �; r �,. ® I _ a; r•. j r, ;,,, » j . „ ! 7 ,;. '� �� ` E-5 & E-6 as wellas approval document menhonzd abotle. was review The submitted documentareviewed by Ishaq L C:bandP.E.P a, E. q lshaq L C hnnda, P.E. Ishaq L Chanda, P.E. Ishaq L Chanda, P1. Product Control Unit Supervisor i� Product Coatrol Isit So Supervisor Product COHtr°rll Unit Supervisor W rryx...w cv NOA No. 21-0205.03 NON No. 21-02461.03 NO -A No. 21-0205.03 NOA No. 11-0:0F.03 '�;03 C) ;- tuwtorweCtwMy r Expiration Date: April 14, 2026 Expiration Date: April 14, 2026 Expiration Date: April 14. 2026 Expiration Date: April 14, 2026 - !=:y= I ' i r Approval DateAlareh 25, 2021 Approval Date: lurch 25, 1021 Approval Bate: lfarch 25, 2021 Approval Date: 112rch 25, 2021 Pane 1 E -1 E -: E -3 " G' Y ra � PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT4~Nt'E: EA71DF_'XCE SU.B TED NOTICE OF ACCEPTANCE: EVIDENCE SLBMITTE.D NOTICE OF ACC`EPT:LNCT: EVIDENCE SL BM[TTED 2. Evidence Submitted under- precious submittal E. 1LXTERLAL CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quuanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRA'"TgGS 0.881 BTU-im/ hr.-ft2-T. ASTM F 1249 VA1R-Pass. ASTM D3985 Oxygen --Pass; ASLM E A. DR.AIVIX6 'GS 1. Drawing No_ AID-55 70.0 Rey B. titled "Vinyl Sliding Glass Door NOA (LW_. sheets 2190 I_G_ Durability No Fog Pass. (Submitted tinder preriorrs X0.4 :4 s.1 5-0409 05) 1. Drawing No_ NEI) 5570.0 Rev- B. titled 'N'inyl Sliding +Glass Door NOA (I.W. sheets I 1 through 21 of 21, prepared by manufacturer. dated 10;05?15 and past revised on � throu 21 of 21, prepared by manufacturer. dated 1 & 05115 and last revised on 01� 01;21. 04,21,20, signed and sealed by A_ Lynn Miller. P.E. 6. Quanex Part Duraseal complying with ASTM C518 Iilemmal Conductivity _'.22 BT I -in:` signed and sealed by A_ Lynn Miller, RE. hr.-fF_rF, ASTM F 1249 WV`IR-Pass. ASIM D 1434 Argon Perms Pass, ASTM E Note: Ibis revision consists replacement of same existing installation screw with flat head. B. TESTS 2189 I.G_ Durability -No Fog, ASWL E 546 Dew Point Develop�t 20-F is 48 his_ 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Subm itted rn7der A'O.4 A-o. 15-0469.45). 2) Uniform Static Air Pressure Test, Loading per FBC_ TAS 202-94 7- Vision Extrusions- Ltd_ Parts comphing with PVC-A.42 iA 303-13. Voluntary Specification B. TESTS 3) Water Resistance Test. per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. VEX-1 by 1. Now. 4) Large Missile Impact Test per FBC_ TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Submitted under A-0-4 No. 15- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0409.05) C. CAICU,LAIIONS along with marked up drawings and installation diagram of all PGT Industries. Inc- 8_ Vision Extrusions_ Ltd_ Parts complying with PVC-AAMA 303-13- 1_ None. representatitre units listed below and tested to qualify Dow -sit 791 and Dowsil 993 silicones. (Submiffed unde rr: ti O 4 No. 1 a-0409 Oa) prepared by Fenestration Testing Laboratory. Inc_. Test Reports No.: 9- PVC-A.AMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PV'C') Exterior D. QUALITY ASSURANCE FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09,03114 Profiles for Vision Extrisions. Ltd.-VEX-1 by AAM.A Fenestration Exterior Profile 1. hbami-Dade Department of Regulatory and Economic Resources (RER)_ FTL-20-2107.1, PGT SGD780 A.hmnnimmm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGTCA740 Alum Outswing Casement Window (unit 8 in proposal) FTL-20- 10_ Notice of Acceptance No_ 18-1217.14 issued to Energi Fenestration Solution, USA- Inc. for E. 1iATERIAL CERTIFICATIONS cu 2107.3, PGT PW7624A .Ahiminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -'Ian 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No_ 19-0305.02 issued to Kararay America, Inc. for their > PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated OT 13E20. all signed Windows and Doors-, expiring on 0104,121. "Trosi#olt Ultraciear, Clear, and Color PVB Glass Interlayers-, expiring on 0T0& 24_ Co c) and sealed by Idalmis Ortega. P.E_ 11. Notice of Acceptance No_ 18-0122.02 issued to Energi Fenestration Solution, USA. Inc- for 2_ Notice of Acceptance No.17-0808.02 issued to I araray :A►merica, Inc. far their L their series "White Rigid PVC Exterior Exn�usions for Windows and Doors-, expiring on "Senti-y-Glast, (Clear and Mike) Glaris Interla4ers"_ g o n 0704,23_ � � C. CALCATIONS `L LNo. 1. Anchor FBC' 711 02:28,1?3 3_ Notice of Acceptance No.18-1106.10 issued to k7ision Extrusions Limited for their "Brown O Q verification calculations and structural analysts. compy; mg with 12_ Notice of Acceptance No. 20-0201.03 issued to Energi Fe tution Solution, USA. Inc. for Coated (Painted or Laminated) N%Nte Rigid PVC Exterior Extrusions for Windows Edition (2020), dated 04,`22,r20, prepared by manufactmnr-r, signed and sealed by their `-Bronze &light shade cap coated White Rigid PVC Exterior Extrusions. for and Doors"- expiring on 09'30!24. L� V Anthony Lynn Miller. P.E. Windows and Dooms-'- expiring on 04,16,25 J_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series ?_ Glazing complies with ASTM E 1300-04, -09, -12 and -16. "YE 1000 Tan 202 and lighter shades (i nn-11`hite) Rigid Cellular PVC Exterior -� D. QUAL1Ti-ASSLTTLkNCE F. STATEAIEINTS Extrusions for Windows and Doors'-, on 12 "29,21. mil? - ' O Miami -Dade of Regulatory and Economic Resources (RER). �t °� 1. Statement letter of conformance to FBC r� Edition (2020). dated 04,2? ?0. issued by i manufacturer.. signed and sealed by Anthony Lynn Miller. P_E_ F. STATEMENTS Q E. 1L3iTERLriL CERTIFICATIOvS 2. Statement letter of no financial interest and of independent- issued by nmanufacturer. dated L Statement letter of conformance to FBC lei Edition (2020), dated 02,'01;21, issued by 1. Notice of Acceptance No.19-0305.02 issued to Ku raras America. Inc. for their 04,18)20, signed and sealed by Anthony Lynn Miller, P.E. manufacturer: signed and sealed by Anthony Lynn l4iiller, P_E. � "Trosaf611, Ultraclear. Clear, and Color PZB Glass. Interlayers'.. expiring on 3. Private Labeling Agreement document between PGT dated 03.3015 and signed by all 2- Private Labeling Agreement dated 03,108 21 between n PGT Industry, Inc. and CGI 07/0&'24. mvolved patties. Windows and Doors Inc.. signed by Dean ?vL Rua&, P.E., V.P. Engineering. on behalf of U 2. Notice of Acceptance No.17-0808.02 issued to ICuraray America, Inc. for their "Sent ". both c€ nWames. rTGWI (Clear and Rliite) Glass Interh ei- expiring on 07, 04;23. G. OTHERS 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOA revises NOA# 17-0420.06 (PVT wjCGI) and updates to FBC2020 (7* Edition). G. OTHERS Coated (Painted or Laminated) R7mite Rigid PVC Exterior Extrusions expiring "21,')1 _ 1. This NOA revises & renews NOA# 20-0429.0: (PLA wiC.GI), expiring 04' 14 26. for Ai endows and Doors". expiring on 09130•2.4. 2. RER Test proposals #19-1155 dated 01.10.20 approved by Ishag L Chanda. PE. expiring 2. The current associated PLA CGI file #21-0205.01, expiring 04114,26. O L CU A. Notice of Acceptance No_ 18-1106.I1 issued to Vision Extrusions Limited for their 04114,21. series "VE 1000 Tarn 202 and lighter shades (No"lAte) Rigid Cellular PVC 1 ;;, :.> I ; ' .� L� "' < Exterior Extrusions for te"i ndovys and Doors". expiring on 12.'29+21_ i �'``� --' ? "-i` CD t Ishaq L Chaada, P.E. Ishaq L C'hands, P.E. Z J i--shaq L C'handa, P.E. Product Control Gait Supervisor Product Control Lai! Supervisor Z Product Control Unit Supervisor N-0A NO. 21-0205.03 'NOA No. 21-0205.03 Q TKOA la. 21-0205.03 Expiration Date: April 14,2026 Expiration Darer: April 14,2016 J Expiration Date: April 14, 2026 Approval Date: March 25, 2021 Approval Date; lfareh 25, 2021 a, Approval Date: ilfareh 25, 2021 E -a E -6 E -4 SHEET NO. March 6, 2023 PA 1.4 MIAMI•QADE MIAMI-DADE COUNTY LWAUNM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/eronomv Cast 1. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 Cast 3. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 Cast 5. -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 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" SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables ", sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all This NOA is being issued under the applicable rules 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 o 3, prepared b CraigParrino, P.E., dated March 24, 2003, last g P p y prepared, signed and sealed b Craig Parrino, P.E., on 08119114. P p y g 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 I1, 2008, all signed and sealed by Craig Parrino, P.E., on 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 (�) 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared B. TESTS 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 for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.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. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dude 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 or Cast -Crete Lintels. dated 05129103, 140 pages, prepared b Craig f P g P P y g 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. 1. 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. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig b Craig Parrino, P.E. dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" prepared Y g g 2002. 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed .f' P Y $ Parrino, P.E., certifyingcon Rance with the Florida Building Code, 2014 Edition. P� g 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 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 # 13-0321.07 1. None. MISSILE IMPACT 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 "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables", sheets 1 through 3 o 3, prepared b f g f P P y 1. None. County logo. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 200$. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS 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 C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. any section of this NOA shall be cause for termination and removal of NOA. 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 l�ami-Dade County Department of Regulatory and Economic Resources (RER). 1. None. 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 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, E-4 and ' ✓. E-5 as well as approval document mentioned above. elm A. Makar, P.E., M.S. y y P.E. M.S. elm A. Maker, 11`I/1 elmy A. Makar, M.S. , The submitted documentation was reviewed b Helm A. Makar, P.E. M.S. Y Y Pro uct Control Section Supervisor Pro uct 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 CMIAMHENECOUNWrt %`"�' Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/I1/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08R0/2020 Approval Date: 08/20/2020 / Pagel E-I 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 -Dade 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. None. F. OTHER F. OTHER 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 - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, 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. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. C41e my A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 March 6, 2023 t� M OL U Q O C .C" M U O C C = 0 f� 0 Cu O C O � O L.L Cn EL O ca 0_L F M . - U) Q- Q ao CM ,..f.. 'C.7 •....L'< .� G •_L C E B O d U i O U) L. I CD Z U) CU 0 CL O I- Q L 0 0 L Q) ..�.�J U CU m O L LU a C]) z J z Q J tl SHEET NO. 1.5 L.PA �11_QDUCIE\'ALUATICINN WIFOK - NO. 20 7.0 2R 01 2 PRODEI T PYA_r.UAT10N REPOR•f NO- 20.072A01 I Z11LIE-C-0 INN TILIIT TESTING 6 ENGINEERING COMPANY TE T REPORT : �•--� S 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: ___ - _ WAt.T'F.R A.7TLI:LT,1R., P.E. Lutacawaol.cbm Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on 11 o 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing nCILw--N•i 91 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 081C911996, #96-570 dated 09118J1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No 7. LIMITATIONS_ AND CONDITIONS OF USE• REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E, PRODUCT SUB -CATEGORY: Storm Panels 2.3_STRUCTURAL ENGINEERING CALCMLe,T_IONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: G1QbaLPWt6QbQrl Products LLC, length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco. Inc., 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 4800 S.W. 51 Street dated 11/03/08 and 03/12/15. signed and sealed by Walter A. Tillit, Jr., P E. Davie, Florida33314 1. PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE, Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License 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 No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. NuluurA, 61 G20-3, Method 1 D of the Florida Department of Business and 4. WIND LOADS RESISTANCE: ,1111 ��e`" P A 1,),�i,,� Professional Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind .. a` ti�� ••'"' ...T,i ,,°$., ' �GENSF ' , , This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, - :' „ - 44167 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. �- -- � _ _fi *' - * = 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, 9, 10, 11, ''V ' �,_ " ` d'. STATE OF Er at least equivalent to that required by the Code. 14 15 17 18. 19 20 25 and 2 of 2 r 6 6, of P oduet Evaluation Document (P-E.D.}, ___ ,g -0, drawing No. 20.176. 1& •-,,-10p1D •..•-� �.I' This Product Evaluation Report shall be subject to review and revision in case of '1i,,F58/0N A"i E' G1' a Building Code change that may affect Its limitations and conditions S• IN TALLAT1O--N. f'±4 1 Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED• sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document VJATiLL D t TILTECO ADMON RECORDS E P. E. REPORT 20 L GLOBAL PROTECTION PRODUCTS, LLC , 20 GAGE 2.1. PRODUCT EVALUATION DOCUMENT (P pj; (P.E.D.), drawing No. 20.176, Minimum Separation to glass shall be as GALVANIZED STEEL 5IORM PANEL\DRWG XM178\REPORT 420-0728.01 Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", Indicated sheets 8. 14, 16. 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. r (P.E.D.), drawing No. 20-178. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part of his iN,r,1rp,� Evaluation Report. `N5'k FERIA, iJ ,pwuUlull,,,, J``N`,,, A T144'1,. •'•TJ,.. i'�P'• ,,CENSF T-'M �� -• _, ; �� ��GENSF'• �I p : �� ''N0 44167 s •R -_1 _ -Nu aAi67 _ ' S , O. P ..( 1Z -o'• STATE OF :,C "'�., Dt F(ORIOP .•hg1, 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 �f9rS;��dIR �S3��1 �r1�,,S ONA0 E N•�` i I ILI ECo IiVc• TILLFF TESTING 6 ENGINEERING COMPANY WALTERA. TILLIT, JILT P.E. tiltemgiwl.coln PRODUCT EVALUATION REPORT FT Pf 1•x.�NJ 44L6" tL,_.A. LIau IF W AM119 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global r0ectI.oRPrQdus.Ss.LLG 48DO S.W. 51 Street Davie, Florida 33314 1 PURPOSE OF EVALUATION' This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 111G20-3, Method 1D 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 Edition of the Florida Building Cade, and to verify that the product is for the purpose intended at least equivalent to that required by the Cade. 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_ PRODUCT._EVALUATION DOCUMENT (P_,E.D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 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 inteR,K0, 't 60Q,,Is Evaluation Report. ,,`, ^ 1Zf/j",., -P ` \DENSE'••`-z9': -x I&:i-4167 % Z. 1-ur .:C4 �1,��.cr I F( ono...."fl;.4k `_,-, 6355 N.W. 36thStreet, Suite 305, Miami, Florida 33166 - Phoue: (305) 871-1533�`� k1FA(31i�1,84 I531 PRODUC I- "rALLAn0N RFPORT NO 20-0727 017 2 22-TIEST REPORT$; Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1-2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3 per A p 5TM E 330. Test reports prepared by American Testing Lab of South Florida, Report* 0814.01-01 dated 03/11/02 witnessed by William R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2,3-STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 B110 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE' 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (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. `��P'A1tr��v�"', -"Se #1 Tt : %, —. STATE OF r4 '•' Ge'' `LO RIIIP . ga`� .a`' '%', S......... ��X �a ,,17fIpINu u1NF`1T. PRODUCT EVALUATION RF,p0RT_ 0. 20-0727.02 T 1 INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18. of Product Evaluation Document (P.E-D.), drawing No. 20-175. 6. MATERIAL CHARACTERISTLU AND SPECIFICAT10NS; Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7, LIMITATIONS AND CONDITIpNS OF USE; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteoo, Inc. (Florida CA-0006719). `,Nl"itiO0I1 r1 1 % AAA` 'IFA,,..,,.�1/l"'AX� - `-*.. '\CENSF•'✓f3s �itT; 31 7 =_ �+,_ * :*- WATILL- Da TILTE00 ADMON RECORDS I P E. REPORT.20 E GLOBAL PRO*,�.�J,R P$RODl7Gf�[S, Lyy`+ct�{. f0AGE GALVANIZED S-EEL STORM PANEL \ DRWG a 2047@ 1 REPORT # 20.0727.bR/vcF . ' (� R tD 1^pr••���` `,•- ",1,Ss �oN1A B ````N -r-r N CU c— N C6 'a) _'--e V CU � O fL O O . a — 0) ca � C) -a� ,a) .4-, to (1) 4-� n= W � -0 (O O Co W C C 0 >� L IW C__ O .0 CIO LL p Co > C o CX I— -0 .= � W I. Q f =01 4 Z ______ ---------- ____ ____ ______ - __ _____ --------L—. I _ COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS Iti GENERAL NOTES: 83) IN CASE THAT PRECAST S1T»E. OR PRECAST CONCRETE PRIM STUCCO OR WOOD Hnuros BE FOVNU ON ME j (SCALE T/2=1-i 1/4, 2/4, 3/4, 4/4. 5/5, 7/5, (NIO FOR 2D 0.10E EXISTING WALL NIG+ORS SHALL BE LONG EMa,DH To REAc; n& "" STRUCTURE @EMMO SUCH PANELS- i I tW/10, 2W/10, 3W/10, 41I 6/5 O ' STORM PANEL SHOWN ON THIS PRODUCT EVALLWION DOCUMENT (PE.0) MAST BEEN VEWZEU FOR COMPL.NACE N ANCHC'RAGC SHALL BE AS MENTKNED N 9.1) AND IN 82) I - ,5196• (IDEAL WIDTH) _ 510i 6w/11 h 7W/11 cUJ ACCORDANCE WrM THE 2020 (7tH EDITION) OF THE RORIDA SWIDNG CODE 1 TO e.ICTLNc 1L�0. rV}rr_-g@�GR)G_y-g8yq;'..:. �. ➢,gD,yg1� - - t5,96- ROrK w10iy) _ _ IZ SOD' rEFFECTAE WIDTH) - ' Y cox ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 3' LEA% 1/4-• TAPANE ANCHORS, E oAUDF PAUREO M iW BUIL1ORS HNC 6 /. .. Of51CAl WIWD LOADS SAIL ETA DETERMINED RI PER SECTION 16t"M H TERS tft MRENIN LOU[,LI{l4-t0 PA14El11ATf FEMALE KJ AFK FANFLWTE PLUS ANCHOP.S. 0.5 MN1llf AGr,�REL` PH EI GO CON5TRlICiION PRODUCTS � - - E. _ - -. FOR A WINO SPEED AS iYcWIRED 8Y THE ,NC ASC 71 6"EREAND THESE NOT E C Wnr FM IN1MW ( ANO 7x- L' MIN. -'-' POP WOOD SEE 5ECT0.'InIS ON SHEETS f0 k 11 "1' YM. FOR A DRFC'TICUUNJTY FACTOR 'c'OLBS. UoMG ASGE 7-16 ANl1 $FULL NUS EXCP�O HE MA%tYlAl iA 5 D } 1 /4'0 LAG SCREWS PER N D.S. ! y - 13�0' - --1 }•,0' - - t 3�.A• - ' S00' 500' __ __._ DESIGN PRESSURE TIATMGS M(kCATED ON S7KETS 7 THRU 12.. l a, 15, 16. I9 A 20 - 7/16Y . 5/8' WOOD DUSHRIG, AS OISTRIBUTED BY ALL PCYNT SCREW DOLT A SPECW `'Y CO , ` 1 - S � ' ' - I.3511` - ` 0.OM' MIN THICK - 1.350' - '4 ' O O O O S �__ _ -1 _ _ .. " . _ _ _ _ _ - _ _ G4VANRED 51[Et - r _ _ _ - _ _ IN ORDER TO VERIFY THE ABCVC CONDITION. ULTIMATE DESIGN WIND LOADS DETFRMINED PEP ASCE 7-16 '.I - ! ,ST1A A.. 653 11 •• D.M.. 2 3 4 ----T- T -. •- --"`-'T-T - -- --1 --"--7 _ I I f.- (: ,' MINIMUM MR- P N RAT ; • .�.o,,,�'�A {j�'(\� SHALL BE FIRST RF[AiOEO 'C' AS D DESIGN WINO LOADS BT MJL I1PLYT4C. MEM eY 06 M ORDER TO . eMED E iT TON MO WO(X, Of TACON ANCHORS SMKL BE 1 /?' ANC 7' FDR EI.CO PAN[LMATE PLUS + .t f i` t_.. 11„ 1 ' J. 2 0' ,�{e-��� J " 2a5.^." O' O O+ `�✓yl - - O COMPARE THESE W/ MAX. (ASD) DESIGN wif55URf RATINGS It101GITED ON SHEETS ? 7HRu iz, la, 15, tfi, 19 A 7D �' s ,f I ',.1%l. 2. r3S7' ! ', '-'JAL' 285]' c-60 OALV HEMMED - _ __ --- - _ — 1 cl• ANp vANEiM4f PEMKE 10. 8036' YIN IWCI[ H�,IYCD ., , ,RIDE 5o W19M _ ,Y_ _ —T� ��st \\ fALVAhnZFA STEEL EDGE ` I , CDGE ®+ 3 F �/{�,7 T- t1 i. Q. CT'S f 2) MINIMUM THREADED PENCTFWTION OF LAC SCREW, N O THE WOOG rTRAME LMf' SHALL BE ' f/1' NO PHREADED 2.OW- .2�0'; ,dy TYP 'S /{ /S':Y A-653 T 7.000 y f r = O' ® �' tiJ 1 j i� C ft: Cy IN CRDEk 10 YERIFY THAT ANL,KA1 CA T81S PC AS TESTED WERE NOT OVER STRESSED. A 33% MCRFASt M ALLOWAf PC<6_TRAIION INTO STUCCO SHA_. BE CONSIDERED AS PART OF THE R£WIIRED THREADED PENETRATION ' HEMMED `, ,\ <j OPADi 50 MIMArt1M `L // �y �S / '24"' HEMMED `n f Or,LL A- I I 1 ( ! I I I � 5TNC55 FOR WIND CORDS WAS N9.L USED M THEW ANA rSS FASTENERS $PACING Ib MVOO HAS BEEN DETERMINED M J - y,. i i 1 EDGE G_g0 ryALv { EDGE y ^ _ 'fl ✓ _ ixuwlMG 7-�TAlt A ���,r /J ACCORDANCE M13I NA 5. 7018_ C3) MINIMUM EDT.,E DISTANCE OF LA4 SCREWS, INTO WOOD SHALL BL AS INDICATE' :N Mlc i 1 / 48% (-IZETAA A ����� �� 48.R I i f/] STORM PANEL -9 ADEDVAC'r ED WIPACT ANU WINO RESFTANCE HAS BEEN VLWFWC IN ACLOROAWt W- SECTION 1626 O - - _ - - . _ . - - - . _ _ _ _ _ _ _� , �`� - - . - - . P- 1 � I � I 3 N �.. THE ADM MENTIONED CODE AS PER MURRR'ANE ENGINEERING A TESTING MC REPORTS 96-569, 96-570 A 96-730 AND C 4) MINWIITM PpIETRAT,ON OF WOOD BUSHING SHALL K 5/8' 1/4' 0-20 SCREWS USED SHA.-. BE 1 1/2' LONG MWWOUL - I.350' `--I 3]0' I J I j ) . EO N -p FENESTRATION TESTING LAB INC. R[FORTS 12032 A /2126 . AS PRWOCO,S TAS-201, TAS-.ASAND TAS-203 SHUULO --JCL-0 EXIST ANO I' MINIMUM PDA WALLS WITH NO STL1(:C:; --6,250'.. -_ -. - - •--I,]SD' - - _ -. __. € i Ty7 AS WEll AS AMENICAN IEST LAB CW SOUTH FLORIDA REPOK 00219.01-09. AS PER TAS 201. TAS 207 AND � ¢ -•"+• TAS 70.1 STANDARDS - C 5) M CASE IH LT PRECAST STONE. OR PRECAST CONCRETE PANELS STUCCO OR WOOD BDARa1S BE FO MO OE T«E UMI ,A; I OI STORM PANEL O END STORM PANEL ' _ ? - ✓.�� WALL. 41CMM SHALL BE LONG ENOUGH to REACH THE WMV S RIA-WRC BEHOLD SUCH PANELS 1 _ - � , ._ C ''i1 2 ALL st 4fte_IM F-XTRUSIONS '0 BE 6063-% &COY' AND TEMPER (UNLESS CUIFRsASE f MOT SEE SHED' 2 ANCHORAGE 5WILL BE AS MENT*NEO IN r 1). C 2) A C 1) W.,187' - A . i I •T F C S ALL ALUMINIUM SHEET METAL USED AT CLOSURES SNKI HAVE J105-MI4 ALLOY : �� ! ___ _ _ _-.._.__ _-. ,�i > -- iU) ANCHORS SHALL t:C 'NSTKlfD FOLLOWING &L OF THE Iff OOYM(NDAnfI.S .NO S'PECN,Ci11tUN5 OF iMF ANCMUP'S MANUTACTJREA T.250` / I - 2.i87' _ - j N '� 4 ALL STEEL SHEET MET& PANELS SHALL HAVE STRLKTURAL QL My STEEL. ASTM A-653 GRAOL SC MIrOMU4. G-W i ✓AIWIS END LIP /%- ! 1 250' t00- R• O ,j 125' - ,yam. ,- 1/4'.-20 1/4•.-M, •V ' InA BOLTED PAIN- W/ 1/40-20XI' _ _ i . �_ U �! � GALVANIZED STEEL CES4NATION W/rY S8.5 Us (Ar7EP ROLLED)8 PANF_5 MAY ALSO BE INSTALLED HOR,Z(XRALLT FOUCWNG MSTALLAM/+ OETALS SHOWN oF. SECTION 3 THRO4, H 10 fHHEETS a �r 2W I - 304 SERIFS Sol SERIES .: UNBOLIED PANLLS N 3 w/ HKION'D fLGf 1 100' I.125' - .150' - tHROVCYi 6) EXCEPT 'MAR HEAIOERc_ d A (I SHALL NOG , USED _ -•I I-' R 0. —� - _ SS Si110 IeVETTD 5 S. STUD RWTLP (SEE SECTIONS A. - 5.5. Y.S. SOLI W/ J/B' x Sf3?' 11 fC , W _= 5 ALL SCREWS TO @f STAMLES'a >TEEL W4 OR !16 IM51 SERIES OR CKiRRU51pN RESISTANT COATE'u 'A480N Srf4 AS PER ,250• --1 H TO 7,-L, • TO AMfi,E • , WINCNUTS O EA. OVERLAP = V y / R IT S/Atl. THE RESFONAEaL;TY OF THE GONfRA;IOF 10 VEIO,T T1% SCIVNDNESS THE $tRUC'nJRE WtERF SHUTTER Ic TD BE / +� 12D.0"' ' _� ' I II 12 1/Y O.C. 2 f7. OC N Pi1r,ARLL) (SEE SEC/10N5 AS APPUCAHI_E A'H''„ '/' CARBON ION 50018 W/ 50 b: YIELD STRENGTH AND 90 Xs, TENSILE STRENGTH A SHALL COMPLY W PI-OWDA 84,10.E CODE - ) ET C SECTION 7a, i S.3 a ATTACHED' TO INSURE PROPER ANCHORAGE THIS SHLRTER SHALL ONI1 W ATTACHED TO CONCRRET. BLOCK FA{ WOO p fRWE .•" - ' ' i 09J'• - [- 1 _ Y - CL7 MILD mS -.r 3.375' I OBJ' J3D3- I II 2OW. - i 1SOD` , _ _ - _ ,_ _ , - _ I._I 'y �j Ey �' 7•+ !1 1 ,•. - , • J 093" l 2.T25' OfTNL r .9J9' .8J9' SEE %- f' N i _ �' 6 BOLTS TO BE ASTM A _K1] CALVANIZEC STEEL. ON NSI 301 S!"AK5 STAINLESS STEEL A<tTt 3G k, MINIMUM •`Elf, t I r . Sf REHG1. 10. EACH REGULAR STORM PAHEL WITH IENGIHS OVER 9'-8 THROUGH 1f'-4% A PER SECTIONS 6. S. 9 S 10 ANC ALIERNATMS Bw, 0 250 - - 2.125' -� R O 375' '125'! i 1254 , j EO ' I C - 4W k 10W ON SHEETS 5, 6 A 12 RESPEM4LY. SHKI 14VL A LECIRLE AND READILY V15181E MARKING MSTRUCTTNG OWNER OR NENNFO - 1 i I ` 1�5, N i T ANCNOR6 TO WALL S11ALf. 8E AS FOLLGwS TENANT Tb a f i I 375 .ISO• \ 4ECURE PANELS WITH APPLICABLE REINFORCEMENT DURING FERIT OF HURRICANE WARNING I R 0. "J{ (A) T¢-.Ei!5TM EWllF€FSi 0pyrgZ7E I I THE MSIALTATION CONTRACT(,* 1S 10 SEAL/CAULK A,L SHUTTER CLIMPONEW EKES WHCH REMAIN IN CONTINUOUS IONIAC! WITI, L� IL �•� � i _I �'H -� 5" Mox. - "5oi -1 SDI � 1 L: - fell R 1 4'0 TAPCON ANCHORS AS MANUr AGTURL'D R1 ITw WILDEX. INC IMe 1'P=1192 0119 ntC BWWING t0 PRMHr WIND/RAIN MTRU510p f DIY l3J/ -'' . 1/4• e . 7/E' Ca,k_* ANCHORS. AS AIAIUFACTUREC' BY OEMIALT INC (MIN ''E-3UDU -� - 2 ,- - - 1/.-. . 3/4' SOLID -SET iNf.«CAS. 45 pfStRlHUffp 9T AEI. P[NNI SCTiEM, NDIT A 5PECULIY CO v PANEL INSTKIAMN S441 COMPLY R T _ PLUS n R01-N•1DE(1 l'ORNER O ENDS DF PANCL•c 1111 R D.M.:®•4.14 /' --I O - • - I- j, P.ALT srR, n ,N PRODUCTS STORM v g` "HE JDa:sD1GT1oH WHERE PERM 45 PSIE'ONao r£n N THIS DAAwtwG P s ANY lA..nLFANr' AMU ?.HIND REwuxro4s ISOMETRIC VIEW DETAIL 2 HEADER 3 U` HEADER 4 4 ANGLE WITH STUD 4 ANGLE WITH + `J //,1-♦ay - - 0'- rCel. -- o'. _ ' o i:t o ' _ :... Y i �. ,Wn -3000 p.., END LIP W/ HEMMED EDGE. � " � O ANGLE � ® �C-- ,_ , , - P14-10 PANELM.ITE F(YA(L D N PANRMATE PLUS ANC11OR5, AS MANUFACTURED 91 ELCO CON N: L PROD J. - oulrai 0 � t (a) TINS PRODUCT /GT SPECIFIC FRON OOCIt. IP !' T PREPARED (N.T 5) if I ® �, 4�+ 4B . 6�01 I (MIN. ! r.3350 P+:-• ) 1 8'• 'HIS ENGINEER IS GENERIC AND IDES WOt or7OVIUE ,NrURNATKM REVERSE STUD 1' MA% , MAX I I/4"I ^.f TAP-CA,P ANCtHpRS. AS w•N!,rACIVREO BY 'TA, -FAST ,.QF,E ATOM (I'c-360a FOR A SITE S:YECTFIC PRDJEGT. ,1 "ERE THE LIFE CONDITIONS i)f1MTE FROM THE PE:, , -- _ - - 1/4, 2/4, 3/4, 4/4, FJ/5. 7/5. . P0, 1 T SEE o 1' MIN 411 SEE GET. tw/lo, 2w/101 3w/1o, 4w/1o, - !o) BASEDCONTRACTOR TO BE RESPONSIBLE FOR THE 'S W)ON, PURCHASE AND LONDI-,t NS MTATtED ,.I-X SKETY O THIS PRODUCE 6/5 AI) MINIMUM EMDEDIIENI OF i 1) I ANCHORS 11 POURED CONCRETE SMALL 6E 3/1'- i' FOR vAN{I WEE rT.WIE _,.j 1/1a • 1/1a 37{' ,O +4A) P,WEWLTE PLUS ANC I 1/a" GOP. CF 1AP=.;NIP ANCHORS BASED ONOR" PE.?. PppvpEO HE/SHE UCES W31 DEYNTE FRfp4 iH6_ CGWGAON6 OETNL ED CR! Mb DOCUMENT f e3u' 1YP TOP LOGE ._- D96' 371' _�• ... ].�• SW/l O, BW/11 A 7W/1 T CONSTRIfCFICW SAFETY AT STFE IS THE COHIPACIOR'5 RESPONSBO ITY , , }IYJ' P PANEL 188"f _ - , J10' A7, rxx-fN A SOJD-SET ANCHORS SMALL BE EMBEDDED ]/e' NrTO THE PUNREn CONCRETE NC1 EYOEUMEnT INTO 'D 'I 125' t/i 0-2D.30A 2' IIIIES _ ANCHORS fOR CONCRETE SEE SCHFWLE ON SHEETS a A 9(E} THIS PRODUCT EV&yMTON ULICUMEM MI BE CONSIIICNED IN7� IF MCD,nEL �-\I ) (- ♦--i< . 55MID RNETFD TO FOR WOOD SEE SECTONS ON SHEETS 10 A I1 -188'STUCCO 5AI: BL PERµ4TEO 1/4' 0-20 SCREWS USED SHALL BE I :/Y LONG MNN1 SHOULD STUCCO EXIS 1407'1063•62.5. 375': _3�! _ � , '.270' 856' 640' rNNGtf a t2 1/2' OCi NO I' MIMWUM FOR WALLS WITH NO STUCI:O, AND MAY BE HEADED SCREWS ()a A� THREADED SCREWS W/O MEAU OF SITE SPUIC K PROJECTS SH&: BE PREPAREDI DY A FL(ROW WGIS:ERED ENGINEER OR ARCHITEi WWCH WILL BECOME rH - T ' / 1 ) 1 871' -!I L11BUT VIM WING NUTS ENGINEER Or RECORD (,EON) FOR tHE PROJECT AND WHO WILL BE R[SPONSJBL FOR r-E I : 3»4' 1 .! 1-3.E1' R.062' 1.671' \R1_�__RROREa v5F F1F ME P.E O ENGINEER ,Y RECORD, ACIXNG AS A RELEGATED fNGR4EEA T'v 'HF 5/ TA'. HO,E r0a t i 8106J p9J', t C15' 1 AJ: M GAS[ THAT PRECAST STONE. PRECAST CONCAFTE PANELS. PAVERS. $ELIDED OR WOW BOARDS BE FCIUNG ON THE P.ED ?FCMEEA� S,Wl SC•0.1R i0 iM15 UT/Fk THE SITE SPECIFIC uAw,Ncs FOR -$TLO LOCATION AT '�,- ) ,, , ., ., r 1 H , , ';°• REGULAR STORM PANELS '.1 & 7A ELEVATION EXISTING WALL 0R FLOOR, ANC«ORS SYAIA BE LONG ENOUGH TO REACH THE MAIN STRUCTURF BEHIND SUCH EVERT ,"WE. OVERUP I NA,.. * j - ! D80' NT.S. _ o@A' RAh£;5 ANC<gR4:E Sl6Yt RE ti 4E1JT1DNED IN A tl AND M A.2) 1<1 THIS P.E.D SHALL REM ME DATE AND DRIG,N& SE& AND 51GN•A IJRF lX THE PRO'LSSfON& i _ _- ENf.INFER Or. RECORD 1lMT PREPARED R 'l 625'0 - � 2 �• tTYP ) ,B) TD LXISIING 1DHLRE E_Z,0GA_'BA.L.ASZ4_L-9D 000` J KEY HOLE WASHER ��% t/.' IT •APG'JN ANCHORS AS MANUFAC'.'" el I I w BUILOEX. INC I SHUTTER MANU,ACIURER'S LABEL SHALL BE LOCATED ON A READII VISIBLE LOCATION AT STOR4. _ _ U6S• © `FW TRACK ANGLE © y�6` `F` TRACK © FLIT PLATED 1/a' Moe, GAP 1/.' A r 7/@ EA1. K.-+N AKK.YgRS. A5 MANVfACNRED BY pEWKIINC (MIN FE+1 0U R-<. , PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FLOAEM BUILDING CODE 014E LAM _ r 267' -^) SH4L RE PLACED FOR EVERY OPENING LABELING TO COMPLY IM'H SECTD. 17099E OF IF 0.036• (IMP) _ - C94- WITH STUD MN I'1k'tilM - WHOLE WUUEYf I 1/4'0 t 3/a SO-t SET ANCHORS. AS LX MOJTED BY ALL POINT SCREW 9CLr d SPECALrY Co 1 0P1LU 3UI DI.G cIwc GALVANIZED STEEL - f/ .344'0 ~�` AIN1N11111/y„r,/ ( _ 1 (MIN R•0.18oc PA.,.) THI$ DRAWN( STROLL Di1L.Y BE usFn To - I _LTD. _ -1 ' A�EP A. TI(( /,i, ! I II11 ,U PANLLMATE FEAUUA I,, AND PANELWTE PLUS ANCHORS. AS MANOXAC:TU90 By ELL`O CONSTPWPON Mn IV ,)}. `N.``�•t ,.......... '6 _ _ - -- R11/..DO TS NM !'t:?D71 .V A 111A,TII/M y „^R7NN PERMITS M iNE STATE C^P FLORIDA-' Y Q,• ' '9' P.,) „NHL MN� ^� i } E3'r VCENsA , _ - _ _ ___ _._ I/4' a CF TAF-GRIP ANCH;AiS., AS WN,RACTUAEO B- 7RU-FAST ':ORPORA IO . -\ER T/( .37s'e i e'.w+--':<3@•. 975•. ` 1 /d, . . _.._. -/ 1_ N1NI NTT, NR l�: �I 'l (/p - i Ni "x G" ` v p 4/ A S 1) WNWVM EMBEDMENT OF tAPCON ANCHORS, EL00 PANELMATES AND C'f TAP-GRM ANCHOR INTO 111E Ci,I iE lCf • FLORIDA BUILDING CODE (Hi h Velocity Hurrlc On• Zone 75' &2S J N, ••• - - ✓''fy I EILOCK JNr ,FHA,z rE 1 V4' y: 1• _ e1010 0.T0A INN , P _ ,'} I , it . * * c FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ") { �•;y>P: ` LENS, '9 i FLORIDA BUILDING CODE (High Velocity Hurricane Zonal) 20 GAGE GALVANIZED STEEL STORM PANEL TYF BOTTOM ' 9.7) CALK-M A SOLID -SET ANCHORS 5TA4L BE EMW_DDEO 7/8- INTO tHE CONCRETE B;DCTU UNR NO CM - NO. 4 167 i---- --_. °Alm in. 063 - _. "...0 NHGKE,. iDR v PANEL ' STATE OF cc= Cl- ITT. we , — 11, rc «c ­ = --'--- ?5C PATEn WNG N_T ? •NAr 20 GAGE GALVANIZED STEEL STORY PANEL f° 20 GAGE GALVANIZED S11EEL STORM PANEL .- INTO sTTxcG SNaNi BE PERMIm-D •/.• .-2o scREws USED SHALL e£ T Eli' s,NG MINIMUM s�1ou1D 4Tacro _ t-- /� iGL08AL PROTECTION PRODUCTS. LLC. °1f ywn% 70 . ,2w - - 1e,5' 1/y'�,� �� HOLE �.r'''• ,EO" Df..•' �4'•f •"- ------�.--'R�" e' NO 44167_ * i _ roMw s. EXIST.'', '.' MMIYUM FOR WALLS WITH NO STUCCO SLAT ,� __ III .-' 'IL E 4A O MG -..-_2.Oo0' - V F .. �.,-.`.4sL1�1. 07/L/'sOIO - * ______.________.-\ -_ 07/ie/]Of0 ' 9'• OF - , .eRo s • „1Xn ., s 'Y.�.r_--=-�-.ECTION A -A. sor;'. F( P +au� yReeTEwo •a9 wrOAn. >PE. n 1u•. DET L 1 AT PANEL /0jiy _ ENe 1GLOBAL PROTECTION PRODUCTS, I.I.C.0.`E. t. l 11--lz A, iGLOBAL PROTECTION PRODUCTS, U.C. P T ,/ S OR D .•' �/' a. m AYIEMA (9,.)•J-L R .M (9N)•p-eN: Io-176 T .1 ''1'1j r .IIBINI�„ •'•' 1 \ ; aeon sw 31 sTPFTi NTS ATE u -\ 1 L E C O I Mc \ M00 SLIM 5• Site¢+ F -L ,MIN.•,-•.M FT 1A cRa.z Mn 2`X7`X1 /4` NhTN N[ Y. u • Nc A w Du (� iAL T Nc� u oacEe+Nc cwPA LANK. n .vs1. "'' p ' T1Z. wT Tcs coo . cNO«cFARm covey Y • aAE. w1. 6 G ooenn X .�.,mlMc / S. /- * •v�•'t� .. Hew. ,«I AaNE. f9s.)mR-75.5. FA. fey. en] 20-176 ''., OA.'. DRI •-Y-r, _', firma M. ,*...Neon E. ,M AHaME ,_FM a-7s.e, rK<. (9e.ler-e'n, 20-176 '1r /DNA i ALUMINUM ANGLE YOEamac «SER w/ ADDITIONAL oM.Wc M •''qSS flRL MwN,uR n r �} 000E7,9 BLit. c . 4J1/SIryMN E/0FN ---- -- 1,1, 11" u WR,NA ,a .M •.LxT __ 7e • 1/a'..3/32' %ASKP (STAINLESS - - ,.:- 1-1 • G 100061 11 (Ae} .nm u, M. �- F Iss <n _,yl, - - STET OR MC.KCL PUTEO STEED FE S6l/ '.RE/O IE W&RR A. R J,. rL `~,` --- =• '1 ---- rN . - - -- ROR_+ H1e1 .- fE[ii 1 or 2e F 11/1111Nt1� w't %r Vh - .IieY( w ' ` N OF I-- .--------. -_.--..._.-------------------------------------- _ I INSTALLATION DETAILS FOR REGULAR PANELS::.I:_ INTO_EK�KISTING �QS1B�p_.CONCRETE CONCRETE BLOCK OR CONCRETE BLOCK STRUCTURESOR STRUCTURES CONCIET "HCHO", (RE SC LE (E CpK1ETL +ECrnws (SEE sCHmLAt pit- S.QLTS a T.WGL,GH 9) 1 .0 1./ N Mm. Col." aNc— _ [ME scHEDILE ON _._ , s-F­ a ITnD, O„ 93 `'-. - ED --: Ei'I POURED . eONCr9F1T R£fx1WED. - ' 1 1 \: I I` - - - i w.. C."'I ANo.JR, 1sFF SCHLaLRE DM - - 4, WETS 4 MNalfi, e1 I i - �.__ ,-tun_. _ , 9HpTS a 'HRX,G, 91 _.,`,1, r`eL •A-lu1/.' zr. OUSTS POJREc CONCRETE REQUIRED, -4 , • u eats 9M s. C'r. _-,-uIH- Mn �9osA%.w STAR `aoY/c. OMN , ONMMRVSJRED ED OVMEo I.,:,.. _E Fi' , o i 1 ! 11 -3CONCR-M I I 3 1SIK EXISTNGPOURED E-D. t--� REOVtRED ( I 4I ^ ED, .111a1/Y' A .y 1 - 4 1. I 14 Tro'r.3/3?' el A 1 f 1 ({ -i i re saP..., i S - i ' III To o•• g 1 E� sw • A � -Y+ V4E I 1 (._.O s J,R1 L, s, � Wo. i '...D I ! 1 ,p Rc ' MI R]1mu[ I 9 I/1' oc t11 u I It. : � �i l _. 777 V ,P '. -sks M I L..31 —.— [ e 1 1 ' r i/ 1 I- 1 7 u.u:'A ! I t It - ur".11--1 i ,5," I I I 1 i tt -�' 1 1 f' O ! I 1 1 ( ! 1 1 I "J 0 I I 1 ti I T CI I I I eiG�'wf, - 1 1 1 "s, 1 I . ' i � 1 , X F1ePr EI�,Ic • �` '. ) 10 •? OC 1 I 1 r,".�y. a I E Iva ,yr e ( F ! EXISTING vIXWED E D. CONCRETE OR I I )/aTNl/3Y Mw i $ i1 i I'oc C.D ..: ,'-' I I ebTING POURED L-_i_� ,' EaSTMG POURED ED CONCRETE OR E,dE. 4hOe a�l"' i I r CONCREEC BLOCK I MINT mD • RFLAARED . 1 117 /r CC F 1AE ' I 1 1 R r I ,�.__1 N -.-.i--....�.w-r. -. CONCRETE OR COVCAErr f3LOCY1 _ RF.O..RCD. 1 _2- ,....,. I CONCRETE &ICY REWIRED /�' - --- 1. J . - 939 I - 1 EXISTMG POURED A, CONCRETE -tom _,_ : Yn I, -r/�,'•//-0e1e i �, AJY 1 _ ,A'n _ �Y/'i 00I 1CR ANCNOK .:`` SULftAEO W/ sTw. YN` (We., Re 7 cool O -3/4'_ A{OUNED —E-D. �MWTb„1 ::A'1e coN trrE ANCFon GONC.iTE 4MCHORS 4 ErE 1111 f,''n1i1 • .' 0. ANC,gRs �� Ni.ijv nw'sr 4- -1 E.Apt/.• y, `�I (SEE SCHEDULE ON (SEE sCFeDUI[ oR Meats a TEMoL 9) (SCE SCHFDDIE aM s Uls a MRDi V (SEE SLTE (BEE , a THOE pit- M1Em a 11NOWH 9) Vn, E.rf • t C s Em a iYAOUGH 4) SECTION I . SCALE 3/8.1' CEILING MOUNTNG Y �3/8-,- BUILD��fUI CfQ Sr 38 G ALTERNATE UMOUNTING SCALE - I ! I 1 I �i E.O. _EDGE aSUWCE 1 >. ea I _ :1 �+ ( SEE SCMEOULE GN (SHEETS 1 III. ekes- RIW I B A 9) I 'AM I i 1 I t i1 ' .i : I 1 I nDIi.E;L GQItB?N_IlQN�T�L.-IONS 1, , m.o • r TOP A BOTTLM. MOUNTINGS CAN BE COMBINED TO ) a``A�ZERA T/(AI,F �A IN ANY WAY $Vfi ANY M5T4 E , ,* , - - '- / LATIph• - - ' L10ENSF v9S �, EXISTHIC POUREDj - f FLORIDA BUILDING CODE (High V.1-if Hurrkon. Zone) CONCRETE-_3/4'- _ - - E- RCOtNRED D - - - * 7 = ZW21 Te TEA. Y1( , CDr , 'UCNoas : - * e TO GAGE GALVANIZED STEEL STORM PANEL — In TS(E SO,EOvtl: ON setrm 0 YHFU tG 9) `'` S •t0'. ? .:p iA TE (-- -_ ill - ' A lY . jGLOBAI PROTECTION IL E C O PRODUCTS, U.C. o'/a'°t0 CEILING OUNi nRID IIIc yAAFs.. :4 i i 11 ' .aGP ,w ,1 r,TEEt ",TIGN u s� T�,�E�;p4E�`"•,', - RF_TEaTMa�e K,Z',, � 1ur°' TIC1R EENNOXNERING COMPANY nAa,as• PHaE. h1JG Cn.+C. ,l. ]]J,. Lu<)ae9-jut rAA (9e.)ae9-e»7 20-176 SCU,E 3/8.•" IAiDn*"- - •••• um1 1.1- n, C-11 OMAAYNG 'b ..f SEN 5yw1URElGR Op(e719 w41Ew .- 11LLP Jr P I - _I. _ - �._—_-___-__.-_._. �• L.c. .4161 - - _- - _W . Or' L INSTALLATION DETAILS FOR REGULAR PANELS J. dE JA END CLMM DETAILS FOR INSTALLATION IN POKED CMIMETE, INTO EXISTING OUTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES C��MM CALF-M pi FA _n r1`M E W AAILLIA4T PLUS OA a LAP-@M' so, SCHEDULE aw 9NELT a • 9) --T-- COMF(a1REe iED 1/• •_i /4 ss COW7tET A,K1.�5 I aa7 /` 10 .1• (SEE: SGHFpJLL ON A<'F •ir1 j o/- EHEiTS a TTNa11pH }I y - _- 1' M,P - ll/2' II. 41M, (4 }. l V�DFRGUFS"E-Z��P�� ,� -I..,- //� "\' FL . r t O tt r t rest-(I �1I = I :')! i . t_ we L o- J J I L I I I EA157 No PGMED 1 I M• - ru M, r I•' M.. I \ I 1 1 1 CONCRETE OR 1 1 - - BLGCK `py .11. 111,,, y -' 1_-•: I ' I ZNCGE ; 1 1 f '�-" C:.•• i 11 CASE A (PLAN) Qa44 i I I I I Q SCALE 3/16.1" ,. H• g• -7rw,Kr ,— - N.a,M 'r Mom. tT" CAScAfSE Bi/,G-,- 1 I MYnEMot p i 4=---I I in - "! J 1N = i I I � g tJM-c 1 9 ` ,(--. I I -1FP, w •iW''PFMOTKW+[' I -, 1' i 1 �'. 1 .'1 1 I,' _ �� irmr,r O)P';A• ' I ITo RASE 1 f I 1 1u� I L *1 I s .oa,+P, A „ _/ '. 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(SEE ,MEO.TLE DN cl- CASE F (PLAN) EpST:NG STUCCO/ P1 WWO vUTF 9PACEA ( SHEETS B k 9) SC4E 3/t6•1' WOOD BAND • NEW t' WIDE . V1 1 1/8' I 1`,' HQTL DN OF EiTJ.D-r'A.�. 1 . Kw TUBE OR T' a VARIES • P T WOOD PUTT SPACER BEHIND TRACK .�aINAn I TOP BOTTOM MOUNTINGS CAN I BE x `D"`""" I yMp,pF� 1 COMBINED IN ANY` WAY TO SDI" ANY CASE E (PLAN) uN ;SE[ SCFrCOUiE r1+ ( I 1NSTALLAt10N H SCKL 3/t6-+' SKEETS a RNOUG. III J I -RACK 1a 1 �,�Al .E N, -:.—� EX5',NG POLH ED _ d � •-'' Er .TAX SWR..EXN.TH s e- _..,Gaon-- _ CONCRETE OR IN,. SNCFP HE'ItM TD IE EQ At {pAE 1 1 7'M:n K / CONCRETE ✓ ''.� c ir- 201tl m'`o RA: FLORIDA BUILDING CODE (High Velocity Hurricane Zone) --...I 3- MO . DLO( FYw1. w Pe,'E" iHM• - RE UI O RED eAs•s •(<Pn .• ND 4,167 - 20 GAGE GALVANIZED STEEL STORM PANEL I ! F' r1MwH 'r x` SECTION X-X * : * ECALF 3/e-' : •o'. S TE 6 . 0 ' _ --'- — -- — *, - -- '+ iGLOBAL PROTECTION PRODUCTS, C. - 1 L E C O 'l °'/gin '° QETAIL FOR SPACERS REQUIRED AT TOP OR = 9'. yA(c RVD► Eec. 7D 2J nu ; resn� �To�s ; ;fu_ _ .eaD sw. sI , REft R Y I RQTTQM TRACKS ADJACENT TO SWCC,Oa,OOD BANDS rF ,1iAss/ �(� R `S i-_ .,I 1 •AM Emt PK ss - ) -,<n t1ME (Oe4)M9- 5.5. 9N RNA-6+A7 20-176 A-'AL=T�RL` - Cs- It 9 /m9NAT.RI r OR4Aw,C No - _. ._. .-_ _�._-_.�_.._.__.. „1 111A40 _TERA con,I,.Pr 161^u .4,67 _ Men t a it _____- A,.— _____ - INSTALLATION AIFOR REGUR pNLSREGUR PANLS I INTOEXISTING POURED CONCRETE OR CONCRETEBLOCK CONCRETE OR CONCRETEBLOCK STRUCTURES STRUCTURESPOURED ii ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 i POURED CONCRETE POURED CONCRETE -MREO CONCRETE _ _ FOR WOOD SEE SECTIONS ON SHEET 1Y GR CONCRETE BLOCK OR 'ONG, "LOCK OR CONCRETE BLOCK V Y" 3' MR. 267• REQUIRED (SECRET[ AVC,AW3 FTCPRFM (EE( AEC•1oRs REWIRED CONCRETE ANLE '' MID. 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FOR CONCRETE SEE SCHEDULE ON SHEET 9 - - FOR WOOD SEE SECTIONS ON SEEET 12 ' i E. ••1 V`EwRU ED 1 E;o REGULAR STORM PANELS (1 ; k (1W ELEVATION SFA a IF SCALE 1/J2'-IR y�[ ,h' oc pn E_ I _ E _ .� : I 1//' MAX. CAP . 1 - ,1/4 �' I 500' 1 1,'4-0-2OX3/4' SS. DOLT W/ 7/D513/32' WING NIT O 12 1/2. OC. , i ---...___ I CONCRETE AECHDRS 167' I (YN 'AUCUP .,. 1WGtI VAIM - - - 'N -' - -....- ' �__ �- CH, LONCNETL ArM:1,D'a sTAOOEREO -ONCRLtE AC•OR6 SCE SCHEDULE 0. (SCE sCNCDUIE OK SKEET 91 „� '/{• al w/ STUD (STET SfgDllE CW W/ 5 9) ;BEET 97 T'Ot.RED CONCNETF (TIP, SECTION A -A (TVp.) E'WRP (OEr-TIDES O„ COMCRM FkOCX KONRFD DIRECT AND WALL MOUNTING FT%JRCD ANCwE'E OR iONCRM GI Ko:A"M DIRECT AND WALL MOUNTING NCRETE COBLOCX PEoLs En DIRECT MOUNTING SCALE 3/32"=1" INSTA ON SECTION 8 SCALE J/B-l' II INSTALLATION ATION SECTION 9 SCALE 3/8.1' INSTALLATION SE.CTIONa 10 1 y�NN {'(Llrli/ly„'AA I ,, A TIN( F r. \gyp < -cy�Q�'`�CENs .. /9 4 FLORIDA BUIIAING CODE (Nigh Velocity Nur*cone Zone), E.D. - EDGE aSTANCE !G. 9)}DUCE ON + TL_fo t _CQa 0QN _9T_5E(.1IQi Ah'EB'JO Y MANY S - ; . ND 44167 �� z'_ = * : * . -�E-i •c'• 5 TE Or P19RG lxW YIt 20 GAGE GALVANIZED STEEL STORM PANEL — i - _'_ (� } GLOBAL PROTECTION PRODUCTS, LLC. IL E C O ..UI BY �/„/>mo an `_.` COY@ITOP IN ANTTOM WAYOLihnNOSSU INSTALLATION. cif.,/ ':�G •. i F`Y� I•• HNC 1�MVI[.wti 1331,.' :R1Da 'fF'.- •'' :' '''',,S/ S -tx`e- tTUP TEaT1Eo a EEOIEt[a1Ea towAMr N SHIN PHONIC. (95.W $_1-5. IA. (Rs4)IWO-AN7 «.. iami .,E.:Hamto r""."'rsTi u,_w, 2D-176 (Atlas, j HAD" �N /9GNIIUNE/DArz �m m� er N. G-Orl(A119 _ AA 1- 1-. IF111N1 _ wF iDENR� i11 4I,AIL fM[[i e a 71 .____ _ ---._ .^.- ._ ­41--sel, W v I M 0 L_ CDL CL -4-s-111 0 L n Li v/ W LU Q Z Z 0- SHEET NO. SH 1.0 M ITX.PDTT,. a a 4 DI r"T' 4 L S ELATION FOR � P:"aF9& 5N M_.., WALL AND LOOR MOUN ING N A m,WDWn Ac'aAr ..YS6..P ..L. _r, a .,.. (>a stNmMLE OA SPLIT PANELS -r_- 00-1 3� SYPAL r ► ♦3.,n . N H"NEDCONOMlE , _ -` 1 T J,:, ..\. I' - - -�-- = Tv,/.' a ' -' - - '.wu_•, r,.�`r. - _ _ _ - / [Roo-•i w.a) W- - NN.w? It AEo.AmI I I Moa. i 2. 1 i E r ® .._- ,v A aanau, 1 C=^' •-- On ,a . ewlw) 1! 1 1 I -1 t I 1 i I t D - r. \E R ) /( 2• r, 1 r �rA,nN -, :I•I i t 1PPv 11a,s 1 - i 1 I - 1 i I A Z im'AP iL�t . � 1 ,•� N a��..c O e '1,T)Rr!'r'• -.emu n. i 11 I I I i ` -_� WIN' I2O - xt)o rwmm"°.rz- DR R'DUT . . 1 ... 1- I J ; i 1. 1 • I 1 I I 1 T J LLEYATION SECTION X4i 1" ``• j S(ALF.: 1/4" I' SCATS. I i 1 I • 1 _ _ _ _ ; I 1 .__.___ W w. r r rn PIN. ➢ETAIL_1 A • , __--� _ 1 '1• i =,, p Dtiee. nRwr! -,, p RMa 1 �`���'! I t 1�+. n, r. JC?Imwi er N. a1Q'a ' it I PNQ •/r-S r nAp I I' - n .un+ LdD'IGNsse TOD1 ,C11epR„[ mww - L 1_i ! I I. - ;. ! I 1 i : 1..1- •J _! l rN' . f ax,DtA D. 1. 3'e[T, I - i I I l , it 11li I - _I'rb. :n ern•A ,A/.D'I 1� I -- I I I I (I I i I. TON N,o ` I I 1 m Prrnw i i 1 ��l./ /,4.3/.• [ooWT[ a rROW N. to - I I I � i ss- s.a . r ac T 1► 3 ru[n sxx IBE IP II I I I I I I i ! I .. , ! I _ _ ,l s7P.N .A1eL wn'-o• 'r... ".la. �-__ �-��--=-�r IJ7 ".•. W. .1, __ . I I '- c - nn o -f 1wT.W .�! r�rlw A Nu* ---_`. A f 1- I_ i.:. -I i - I A 2 J :_ �--- rr.1l.•.a-r _ �jtt �'� IIAWYI• ALLW) /2•- _ f / 6N ALSO I a b. Y�® 'C] (b.. TO, A W"w \F ®/] "• 7. -_-Pa. ,u,_.+ s. u I:.(I N,ALCT aT.f.r - - -L �/ L I - t _.. " ` ELEVATION SECTION Y-Y SPLIT _119RM PANEL ELEVATION CAE 1 ' SCALE +. !4'.,' DETAIL l�An ' SCALE I/.-.h' ,e wvc.,Pli 11- ' .)�.• tOGE d A6JaAdr�i wAu n sue 1 1� � al mN,aTON, 1/1LILLION SCHEDULE v___ 11 mNGaERAK'QPS E w=. Isamu. 1 s a2n WIE,TK NA' -a' w Nu6L 'i dkwa,HMo ., PryleM, - __Ra_n f[C1RM '. A A 4 Mal. MVLUON REWIRED M; . SPAN, (R) . TUBE MOLVON - c 4•-6' 2' , J' . 1/6" 4'-6- ,O 5•-6• 2' . 4• . 1/9' . 5• . I/e'. > s'-e' 10 IF-10, 2' 2'K 4-..T P E-1n' TO W-O' 1 2• . 6- . 1/r ' 'p TC� KW.7 A5.p72fa 51G,rt PRES'I*' "A"" .. A+.SSm. ESTODRIMIf�MNYz_i -EN(L ?BRIE ORIENTED SECTION 1 SCALE 3/S-I- 4DIE. MULLION CAN NM BE INSTALLED W/0 STORE PANELS ON TOF OR BOTTOM SO THAT n 13 LOCATED AT lop OR BOTTOM OF OPENING (ON[ PANEL OPENING W/ TUBE TOP w BOITOM) ',�P .•uCENS-. !✓�'s No.44167 *' * :TF !" ' �.' / n, PE--�SrALlsnwrua/OATE FLORIDA BUILDING CODE (HI h Velocity Hurricane Zone ...m, •aTEcv, rL 20 GAGE GALVANIZED STEEL STORY PANEL f ° IJTmN In: GLOBAL PROTECTION PRODUCTS, LLC. m2oa/a/ IL ECOINt. i,t M:N'• RCOMPANY r K. L S4 Awr?• anT,il,louC ce,lNmns- 20-176 u-or-.1.DR.rNc w WAUN !UPE r!r - _ 6HE[T 7 OF 2. ------------------------- INSTALLATION DETAILS FOR REGULAR --------- PANELS 1 & aA i I INTO EXISTING WOOD STRUCTURES I 1 :1-1� - - I J J I' _._ ,vuu11. wi _*_ _ . _.. .,aa-n urn h� _ t -. - ..,. '•P m - FWWN . r e< t( - - ` r .. ,;., ,.e W,•,e . r Dc ./ - ,pw ..'e Ms.r .roc ., r ° ., WN° rN ' w• a .NrwO .oe+mlmr w X - rm ,aAm 4,� • iIr (j/ / �.. u! Tan -TT f j •s/4a a.s � 1 +n• w Tw[NK4 W➢Afr+,PN " N.P.R .Roc -o-w•. 11 I m'E"mt•'"..Pa'oN16RK' I•---E-. _-.{ I - ` T •p•,n�' ­� A.Na-n - ,.r3owrt _ - i: ;� n1O6"u ° , r ./ mn 1 ...._�. ©� l ,+N[wwY , / J ._ 1 of ^L' # 2 = 1 f - i s n• j wrc .Par R .uW`, ' 11 t'rwrNw war.• a 'n' ....ewTww L'� I --- - _ I i v " i ) III P.i'`,c nr'V'o< r � .. I,_� w/ I °' 8 W "' 11 ..F ,rls.Ia .•lm ' i 1!r •!. taws---_-�7os1 -rI-I 1 6 I il z.I ITT-- , •M1?u .mo r ` p .� V i tp I -t i 1 . I ' .aoa i616O1a ®di - e xw..m ,wlrIT , �j^� If I 1 If 11 I- wW ( C .m , a'cWo' �. - I I 4 p m A �( N Fl ors , a -+1- w s'- .' i Y 1 -, 1 "a.Wa 1 I w,i,. i! 1 i WALL I , j y ! ! MOUNTING INSTALL ATION -ALTERNATIVE 3w I r , 4'GR6':(� e f 1 I L I ;: ! r�/ ,ti? �wWr snt W 'i '!Y u -, I I I BUILD -OUT MOUNTING reAN INSTALLATION ALTERNATIVE 7 W 1 yr M, u.,WAom >oP,,,,r.. - �'.,-� - SCALE' 1/4• -__ y_ �1 T CEILING & FLOOR MOUNTING WALL & FLOOR MOUNTING WALL MOUNTING INSTALLATION - ALTERNATIVE 4W (SECTION AT TOP 15 LIMITED TO r55.5-67.0 AAX. INSTALLATIONS - ALTERNATIVE SCALE 1/4' - 1' SW INSTALLATION - ALTERNATIVE - 2W AS.D. DESMN PRESSURE RATING) SCALE. 1/4• - I- SCALE: 1/4' - 1• ?n•,NV,A,r SRO • u ,�'T.I . 8.—a4PI A.,P.,: T,Tr_,_r-___ I } � Ip• uO 4PWa • . . I 1 "A.. -Y I NOTES•a01L�,�'I G T�L''$ F�iMOU 1 GR Y UNTIIMG INSTALLA� ON 1 /4- SECTION 4AW1 �4��0t- INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN TO �. AND PANEL'S LENGTH UP TO 8'-8` LOADS ,1. .. • % 4,, "9 UP 455.5, -72.0 ps 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN y11, vCENS • - FLORIDA BUILDING CODE Nigh Velocity Hurricane tom PINE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL a No. 416T - o2D2o PLMM PW 20 GAGE GALVANIZED STEEL STORM PANEL 11 - ORrRN BY: i NDiE FOR COAI@)NOIIOLLOF $ECTIrN$: = •a•••• ST OF____r_ - ` GLOBAL PROTECTION PRODUCTS, LAC. IL ECOIN� °' an'.°'° TOP Qe BOSOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ' �•' F 1, �♦ ''L, O,LF. L. RIo : •!•7-yam'+ Ej i,wT r°mNa A [WCI.R1Ne tovAWr .. F Rama r am WOK. Lem 5.. S' aTPEC, D+'AE. n. 333,• L•s4)6ee-.ns. - (III.A -enl 20-176 INSTALATIQN. .111 "•rrsS/0 'A� _". NNL .r1-•a�w , N n'-,w, a - u-omrT'II �",w '�d' I- /TIN IIN111S 5[AL,•YIMIA/F/WT[ ."OR . TWA„ A. P[ 11bNU lN. Mt6] Plt_ - r _ _ fa - 1O O a _-_- _-._......-- _-. --------'---_I ,.I CONCAM ANC.DRS CONCRETE ANCHON S FOR CONCRETE A HORSE SEE SCHEDULE ON W T ,. 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(CASE 9 �� 5T C`a��w' W Mi yFKa~L1 I I I , 1 I I f I ij j I. {( ` IiI(5[[TO'CrT t/,A)1 ^ % 3-Mm (LASE II),I 2112'OC "' (A i I I �.t 1 F l:1 : I I , i. tT�i.�_I L L1,_. 70 V. _ , _ . .:} .. TO Vie,2U OC E1 (SEE DEr 2/ Q �, .. „ , - - - , - - - 1 I 4/1 _I�_r- P i T I.1 1� 1 ;� 11 I l'L iI;Ie1' Ii_ I I I I ? (NnNN,fTox I P ' 'y " i 1 11 I I I T INO PIN \ --_ 1t . 1 l I f l :� I (SET 1)E]Al5 ,/,• 1 i t� Ld 2"" 1 '''^}}}}jjj!�'TT•(r� ] [-(' • (µr[RRATE LocA,nr TI R;' I 1 / ii kk I , at El,b PANn S) ' I I ®Dii, 1 I I 1 , I P ) k '. 1 I I ; 1 I I I , i nt3Er onAS ,/,. J U 111 I � OR COIN -m � j i I � I �-"-.".I-_1_� 1 ' I . I 1 I A 2n o W &. P � i PEOWRED I , ,I I •I 1/4, 2/4, 2A/4, 3/4 cR 4/4 I, 2 & �tW/15 1, 2 A 1WV15 iii 1 ( II 1 I AIETaN/]E LOCATK,N .1 (( -: ON LIFE SAFETY PANE. - I C I i - I i AREA NJNO !,FE SAFETY PANELS LOCATION Of LIFE (SEE NOTE 'BELOW) ` ((E P.1I ( , • REGULAR PANELS w/ OR - - SAFETY PANEL --) ',0---1-I A W/O RICULAP TRACKS (su- N)IE I -__ RFL•lM'1 + LAST PANEL (i TO BENS]KLEDAs CONCARF AWCHOPS ' � (SEE SCNEDLSE ON-• EDGE Or LIFE SAFETY OM' PANFL OPEmw. slNu S,RCT '•L R , f<NICy /'- wN1 OR we P 1 1 E 5TOR ALWAYS BE PRWDED W/ REAR "AN'Jlf '.& Pfnl Et E'n - -TAW CONOmoN) FACILITATE 70 IHSTALUTO If ATTENDED 1 to at NSTAILED DR R10 F IRON INS OE _- NEULTRIG I PANELA" colle E. ANc Rs f - OF STRUCTURE ISET sG E ___ ----LD.-- ELEYATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/2•.I' - SECTION A SCALE; 3/6' - I' - SECTION 2 SCALE. 3/11• . r G ®aR p t j • i A , J.• m„ - J_ I-'!•• MRF. OAP CAP 1 NQ%�.( 1a_SAW_, UQBl6fANE__a:SIEM.INSTALLMr-N, - -- Y - - -- F CAFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) ( ' OR AS AN 04-ERIDR PANEL (AM' PANEL LOCATION IN BETWEEN END PANELS). B LAYL �a "TIFT N 1Nla$. B (µTERUATE IOCA?IOW Harr ') LIFE SAFER' PANEL MAY OR MAY NOT OF INSTALLED ADJACENT TO REGUAR PANELS Ai ENO NNWELS (Wf DR W/O REGULAP TRACKS.) SEE ,NOR ') 1 Urr SAFETY SrOq PANEL CON'StSTS Of D039- GALVANIZED STEEL STORM PANEL AS SECTION 8-9 PER COMPONENT t SHEET 2 DF DMMNG SCALE 3/32-«1' I THIS PANEL ALIT 115ELS Tb eE REMOVED OR INSTALLED FROM THE 'NSIDE Of STRUCTURE. M MACK i J LYE SAFETY PAW,L RECLINES TOP TRACK TO BE ®l12)N9NGOSEC710V5 DRAWING 80u1+ONENrNEmT t��BENSTALLED NAIL. ORSHEET 2 OF 5FL0OP MOVMED roa p\VE'�'Ap„?!/T'/9�''s Z ON THIS SHEET, AS WELL AS DETutS 1 t T ON SHEET +♦. '• :�11P:' y�rvENSp FLORIDA BUILDING CODE (High Velocity Hu Icon* Zone •; s MLn LENGTH FOR COMPONENT ®IS 15' - No• TR -_ Gx2o T¢TErn. I Mo.. ANCHOR SPACLNG FOR COMPONENT ANCHORAGE A] BOrOM IS GIVEN ON : . We F.P. ® ., �( ;� 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES 1 A 2 SHECT 14 ORNp, w ; * COMPONENT ®MAv BE PERMANENT OR REMOVABLE ATE Of- 1St.- _.1---'� -- O'e"'ON° s SEE DETAkS fOR ,Ns7uLAnDN INra WOOD FRAM[ BLWLDINGS DN sHE>°' ,s �:� •'• LSlP 11 - -.-{a \, GLOBAL PROTECTION PRODUCTS, LLC. / IL E C O , o' ENc. ,, ,!�-•. OR Imo SW 51 STRFIT +V K1 - ,ESnNG A E•uAKE to✓." Do[. 45 av,• 9,A I 6 SEE SNCLT 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE 1NSTALLATON OF 55 ` N� , ON ,(A .' P >! m 4nm,A n v,r NNtC.E_ (s5.RMM_a545. FAT ()547eeW-Ent 2D-176 `''•INN SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STL'CCD /WOO:^. BANDS. .0 _,.�!, "'-. i>d1 m-,m r« L+r) m-1w1 WAWn,a a ODp61,r .«, PE SEAUSFYPNI'E/Mn IA INN TCR A IAIJt A . P E I f - - 13 d a __ MAXIMUM A.S.D. DESIGN PRESSURE RATING (n,e.f,l AND CORRESPONDING MAXIMUM PANEL LENGTH NO SCHEDULE niALLD oNT, FOR Pallr,sl'?,.ra NST_PalNS As PER sPerinNs I - IO FW — a . A A, 1rK AS D Ma. D LEMTH DE W n NWWALA, SEPAR.ATON DNKy Aw* aadi TO sECIVOIS I MO couls'Dom CDR[ l-nX (mil ) m CVSS CbP1,nN , THEM .>,A 1 7'-5. ON LESS 2 1/4' UNDOLTED ' TWO 5 a T .15.5. -120 a"', 'ar-.' TA, 2 3/• `11 1 NIOLTto , + TM1" 5 a T ,15... -]2.0 M'-r TO 11•-2• Ma<. -- 7 'Jr ,' BORU�� ____ e AT w43-8. -48.0 12'-a` OR LESS 3 1/2 • - e0L' OV[NLN.I.OUNGTH MPS i 4 IT a a0 - BOLTED N/ V.1-21111• ss MS A R'PIGMII A' O,TIRAP A u T`IR O, _v- .MAXNUM-1VASS L-DL5-tGN PRESSURE RATINQ_(o.s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING. SCHEDULE E FOR REGULAR PANELS1�j1/NSTAL�TIONS 1R Q__EXWftQ_CDNQ�;RET�_&CONCRETEBLOCK STRUCTURES (VALID ONLY FOR PANELS L)e &INSTALLATIONS AS PER SECTIONS I iHRU 7. ON SHEETS a a 5) MINIM. Is DESIGN PRLSsLAE PAIINC (o.1) alnuut _cmm 9,lcm FOR EG . 3 '/Y - .PP. CQu T' SERPAaS / A MAk.NM PANEJ AM' CU,orAt,ON EW.TI '.' IW.L 01 I'" TAPNH -- Cr NIP-GRA CAU -W PAMJN/F rE.11E o PANRWrz 0.(!5 TG CONdMTE I STOCKcok+ 1C CONCRETE:: m� Mt[ - To CdUtiR ; coNQR E TO COKAE?E OLNp�RIE TO CONC,RIF �11,NJ�6El[ 4- I MIA MIA NIA 6• I NIA 6- W. a_ IN% (Top) ____.� e• I r N/A N/A r 0• a• I r 6• 6' T Loan.) 6' � N/A N/A N/A 6• N/A 6' N/A - r-- N/A 2 (1m1 r N/A N/A W/A e- I N/A s• I NJA r NJA -_ 2 (BOTTOM) L •u 5. r I NIA NJA I k/A e• N/A r I N/A r NIA 3 t . 00P; a•_s• OR LESS ss CR LESS I 5• _ '-' N/A N/A 0' r r r 6' r , ] (BORON -� N/A TVA N/A 0- N/A 6' N/A r M/A- (10P) •� N/A N/A e' e_ 6' r(INiROMI . N/A 11 N/A 12 1/2'-. 6 IfA I? 1J2- 1 a I/.• a.1_ 6 ,f4• 6 ,/A' 6 ,�: 5 Oop�n�) SEE S,41TS TO . I I FOR ANCHOR5 TYPE A Se FOR NSTAUA JNS ATO WDDD Full RMDING MWILIM AiD4t SPACWGS All) MINMAM EDGE DISTANCE ART INDICATED ON DlS SCHTO(kt " to LESS nW, INOCIPt, ON SCYOVLf WQWKE AVD,Oa A'rC• O 0• N.lTrotTYn SPAL'PYi SIKWN CW .KD,U In THE FIAAO•WG r,4TTORS TOW DR OPERATION ro K POSSOJ. REDutED SPACING OBTANED USNG rA^ OR SHALL „Ol TA LESS 11A0 M.'. - 5PlCWG INDCA1LG ,OR EAR. Al:1rl• TPL AT NS,.CRS LIGL\D. '/4'• ,/.,.,/C• I/.-. I/4'. N/.-. AND= TER[ ,rOd' ITT ?A -as no 0 �n uu-N - ) ) 3 3 p •!) I 16, ALLOT Y100 (M) �C ram_ -.a_- aI .__ I 3'R 3"2 AOIR FA (Ft "mom /RQO1 , ,p• 35 JW - - _ - - ,,,. - u S' - - ---- m - ,- - ----- _ 3' _ �.ee _-- ,�- ,r "�i A. T14i;,' 3_ ... �ACENSF' �9 No. 4167 . = *.*= - I. �ST EOF : P_ F .�:,C. 19 ,"""S. # j�1 TMVI" F SE11/W .PJ%/OAn FLORIDA BUILDING CODE (High Velocity Hurricane Zone Kim n,Em. •A. 20 GAGE GALVANIZED STEEL STORM PANEL. +° DAMN IT,- �Nt GLOBAL PROTECTION PRODUCTS, I.I.C. o7/a/2mo IL E�C C \ SN. ' ne r00°PAt, ns=I.r' arz s1Wd- [�.O,IRERI.Y co,IPANr 20- } 76 WAw,X..gm, VII iri m-Taw A. , P"aNE (an)6w- 75,6 AA' (•54).ea- M, - rA-OD,NT,e WNL_A rl,,.E - eb •t.1u --I __!!!�_ SN[n. Ora T/.. IO .5/e• LONG BRASS eiMNc ./ J_N_ TALLATION DETAILS FOR REGULAR PANELS . I., & �A 1 p/..-2DA2 S5 M5'°'!' °` r0 - MIEI LENGTHS LIP 6 ,/: INTO EXISTING WOOD STRUCTURES I -G' , ran LINb1Hs UP ro sOft M1.. OR /,.. +D 1 PAWLMA¢ FTNrE m oR PANn.Mrz Purse ,- ,4_-- 1 •- 11 /r 0 C WTPI 1 I/2 Min. THAUD(D P[NEiRA1DH TO HEADER PIW ALL LENGT3 LR 'C- '; f To e•-6• Mrr --.- -. -'-'-it , . L I -T I_ - }'-- _� _ ,/.Y x SrAAS ..- rzc D TO (SOOTHE NOe NE . IF i I 1 ct i I II y.y J 4 F- _ �1r1-A9S pas ,� I - Iu,i a/�N .W: EO I ---awalwili 1 I ' A I " L - EDI I EO __ L.:. � rw N r _._._ EO _. I �NN` N>.III LE-7 1 I wG•SDAffiIKARDI I---',.!) - 2 1 ( S I f OODD"Wrl 0O1 i it (I 'Lem 1�.�7, N[GMWD ,',KR' if H -1 ; [ - 1 ) r _4 x +N' I ;I H I ALTERNATIVE iW ALTERNATIVE 2W tl _-'�-___ ---- L lc e s/e=1' sour ,,8.! 1 I f _ __•.._ --_..r�T__I y6 _A a. 1 1 A sLC S[MWLf I SEE SCHCDULL ON Sri e I I 8 rO, Wn SEPMATOH -4 1 ON S w a , . I +' Tb .0 C I �,/.,.3 a• w, - FOR M.n yyy SEPARATION 1 I ro DAssW , 1 i I i ) ill • i LEVER, "Le r /• i • v Ir P.c W fa+ 1 I ��_J I -1 EOI EOL i j �. -� _.. _, EO I _ 1 Ell 1 I c t o° CJ, EOI - -.._. -I 1 f2 j E0, #...- _ ... i I I 1 I.I .. I „DUN.c? I 1/.' .D . 5/6' ,ow; eBA% eUS, `Wl ,!:•-20.2' SS YS • b ,/.' bt L, ,.•�YRS/,• 35/JY wcRHui a'°ot ROOD P,Ai[ ' Rem - FOR PANEL LENGTHS LA1 TD 5'-D• AND 6 I J • o t FOR LLRGTHS up To e•-e• Mo. 4 t•'1' 1 i I ' I-.. - I DR BT. TD PAN PIT FEWAU TO DR REDAPFD PANEAATE PLUS • 11 1/r 0 C rW , ,/., LAG xftrwi . r OC ./ L/r 'HWONm 3W ALTERNATIVE 4W I +/2• ,a.. � PEIeTrM,Td1 Ar 1eDW0T., or "ralwo WOOD PLATE FM a-..' PUT , M, �ALTERNATIVE • 'el.nn a ,HATE SCALE :/W-,' SCALE 1/6-,' I T NL IETNcns LIP TD e'-e• Mr . i `- -_1 war' I - ALTERNATIVE CONDITIONS k ANCHOR WOOD FRAME LOCATIONS i DIRECT MOUNTING jNSTALLT1 IN BUILD-Q(� -- - ` - MOUNTING INSTALLATION NOTE SHUTTER TRACKS NOT SHOWN FOR CLAnnr I ALTERNATIVE 6W ALTERNATIVE 7W 5'ALE J,r 1' scl E 3/6.,- NOTES: '0101/NNN"., A. T!f t01 1,+ 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.O DESIGN LOADS a,e1,kQ Q�'•• •GENSF ' UP TO .55.5, -72.0 PSF AND PANEL'S LENGTH UP TO B'-B' r 3�: • J FLORIDA BUILDING CODE (High Velocity Hurr!core Zore) 2. FOR NEW WOOD FRAME CONSTRUCTION. *GOD MEMBERS TO BE SOUTHERN _�. � -:* A20'D nrzt°' INC, PINE NO. 2, W/ SPECIFIC DENSITY OF D.55 OR FOUAL = ND.F'0�,i' 20 GAGE GALVANIZED STEEL STORM PANELFlu„F6' ITT _ * •.' - - - STfir �GLOBAL PROTECTION PRODUCTS. LAC. -!alma NOTE FOR cGrMLW_TON of sL; D(15 .a•. FLP. _ ''''•. Gf �``'�-' nun"TEsn.+ 1T1, "` EI C O LNt. .°m S. 5, STREET i1. aE., TOP aL BOTTOM MOUNTINGS CAN BE '' •.. .. ,F ," ' A o'llull G Gov.1 N. r a..mm .'Im.a u-, 35J,. Mac (R6.)eW6-,w. FA t•n)Te•a7n 20-176 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION .,FASNST .A'tF• :. -J "IIIIIN u-ll°DQ7I. � - M.w a .,.. w - OTAAWc _ NI/.lLv E ifMllSCA+AAnRR/DAR 'Y'Sm',LqllEA 1Rf. M167E , m ,1-'u a PRETTY 1, or n I 1 ' � ^, _ r-D i Jr ' I _ I -AT ENDI T � ki 1=I 1--- It -1-111L_I -PHI-I 1� STUDS a EVERY OVERLAP (12 1/2. OC) TO L•OLD PANEL t -1- J-2-1 1 Q GI I I II 1 L1 ® •J ,/4• - SEE SEE - �- NTERIOR PANEL `-END PANEL SCIEpJU /, SC.IEWIE /, OR c7')—r' ^- r OR MP -- FOR MP. 3' OR DIRECT MOUNT ANCIIOR ANCHOR SPACING ANCHOR 3• Min ET DAIL 1 W LL M.0UNTING INST(+LLA_TLON_{APPLICABLE TO_- HEDULE. 1) SG1F 3/16• - 1' MAXIMUM-A.S.D• DESIGN PRESSURE RATING (g.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8 FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES aQnLO.u.L �_ 1_ _ (Lk - WA" MOUNT._C4t*,LOh6-TQE-A L BQTT(LL l-. L,li _. • 2' .' r� i (�, ALTERNATE -\ STUDS a EVERY OVERLAP (12 I/2' 0. C) m HOLD PANEL 5/6• - (CASE 9 1 3' NW, (CAM e) 1 r \_' LOCATION S A7 END PANEL ' 1 :.-.,: \i - _ + 11 I ; I; a 1 I - 7 i1 l II �� I�il I 1 ` (i N ,;11 i _ i1 I SEE SEE 1� ���J��AJL '•-LwrEwoR PANEL '`END PANEL (4/i)OR p••B}-' 'J4• �W _ 5 EDUIF ._. \J �/ -3- - -. j2 FOR 3- NR. ANCHOR MG. ANCHOR SPACING SPACING - -3 Ma -._.__.. _ DETAIL 2 : FLOOR MOUNTING INSTALLATION _APPUCABLE_jQ SCHEDULE �} SCALE. 3/,r . V MAXIMUM A.S.D. DESIGN PRESSURE RATING CIa.s.f•) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE ',Apw nraa r .QNLY_ 10 SEC.TION5 1. G_:. YDIQA7-7-E&-WE_5Af.LIY-'JDR"&%L S61L.4D_1HEv IS:. I..AMLA' k5D Duch RATwOPRER i- MACON CF NAP -OOP GALR-N °"(LINK FEMALE 0 AeElOmE •ACAS APPJf.dC TO stcT'oN,s I . CaYBw.+'ON ANAm,uu DA1a: �ENOTH'i (n.t .�°kTECONCRETE ww'm a CONCRETE m CONNCCVVPE CONCRETE CzICjr - 6' N/A N/A N/A 5' N/A 6' N/A 6- I N/A 1 h 2 (TOP) w55.0. -7T.0 G. 7' 8' 9' 9" 9• 9' 9' 9` 9' , (BORON) 5'-0' ON LESS 6• N/A N/A N/A 6- NJA I 5'I N/A 6' NIA 1 A 2 (TOP) .55.0 -72.0 g' S' 9' 6- B- 7 +/2• 9' ! 9' 9' 9' I (BOTTOM) .5' 0' TD 7'-R' 8' N/A N/A � NIA 6' N/A E 1 N/A 6' N/A 1 A 7 (TOP) B {• 9" 6' 9' 6' 6' 6' 6' 6' I (BOTTOM) SS_l ,LE e 1 _ _Im'._FLDOa M%w_.CQNOffM Al _BOTLQM _*..f2=3_"_.- MAAWeM ASO oESON °RISSM RArNc r a71 WE ' (STUD a S/r IA. Ime TOP OF ,WOE) M , (SRO a 3' M. IRO, b v AW) APPLICABLE TO SECTIONS / k COMBINATIO' OF MEN, MADMuM PANEL LENGTH Z' (it-) __TA CALK -IN PC _ To TO TO 0 CONCRETE .49.2 -61.5 3• 3' 4 1/2- 4 1/2- 2 (BORON) 7'-6' OR LESS .52.6 -66a 3- 3' 4' 4' 2 (80rOu) 7•-6` OR LESS .55.0 -72.0 2 1/2' 2 1/2' A- 3 1/2- 2 (BOTTOM) 7•-6- OR LESS +55.0 -72.0 2 1/2' 2 1/2" N/A N/A 2 (BOTTOM) 7'-6' To B•-0' .55.0 -72.0 N/A N/A 3' S. 2 (BOTTOM) T-8' TO B'-B' ,pew-�CEN 3: -SF _ .) No.44167 * : * __ M.AP.n .sA PIMsW ,ARM A We WIT M.. PA1eL ,Dc,u svrwm. l• (AL) 10 i,9r ,, Mc+aK6) ArRp COORW su SHEET 16 FOR ARCH101S TYPE A SPAGAIG FOR NSTN:ATnNs INTO WOOD FRAME BUAIRN6. MNWW ANCHOR SPACNO,l AND HINNIA CODE DllTA c NIE PgKAPED ON MI5 SalrOULL. ,tN ED LESS PllN VOCATED OH SCHIEDIAE REDUCE ANCNDR SPASNG BY MULTIlk- W,,C,NO SHOWN ON SCNEOUtL BY THE DOLLOWNG FACTORS FOR r OFFRAPO1 TO RE POSSIBLE REDUCED SPADNG beTAANEb USlNG FACTOR SHALL NOT FIE LESS PW+ MNI.A:M SPAcAG WO"PED FOR EACH ANCHOR TOE .T .WHOM LEGETD. ,/.'. 1/4'• 1/4'. 1/4•. 1/.'. A/Ola TIRE trNSW eT TN•-aIIR rrmaMR RAaaLn wA-N Mn eNAwr 0") 3 3. 3 a 2 In -"CHOP an MM) IB„> •r OWN, (Y'.7 3.. _._ - _ 3 T/,_. 3 In _ _ _-_ ACIUIL EA (M 0111110W P7cmR , 'fr >; x _ _ _ ] ITT' _ _ _ _ In ,. ,m Im - 'm .1 J'/r - ,m - ,m * I PE SE.JvOwvftIIY.R FLORIDA BUILDING CODE (High Velocity Hurricane Zone CNN n1Eto. NC. 20 GAGE GALVANIZED STEEL STORM PANEL iP O.WW a. IL�Na. `' GLOBAL PROTECTION PRODUCTSSTREET, LLC. Q1lI.J aEa26 ,WO 5w S, "'! iN r1E,an,:t E co.r.in wvR, AL .LINT. .,..1. 20-176 ••A»A Anti raw nrin, 1 ,a 1b1 ne-iw• F+NIINE: 185.)eec_1u5. AAA t.0.)Ya-aN] U-OOD6119 MW ORNW. N• -TER A TIUA 11, P E. .P H-,u _ 2.00 4 OF 1< I----,----- -- --------- --"_____ -______.--- ►NAx1 UlLA.a.5,D, $IGN PRE,$.A —RATING (R s•fs) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR_ STORM PANELS rt dE 1.4 INSTALLAJI 1� INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS (JA @ INSTALLATIONS AS PER SECTIONS I THRU 10. ON SHEETS 4, 5 a 6) I IAllow TM 1,rLLPwuTT... •`11ZER A. T/�1%, -'--, P---L-CENSl�j a F FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - No. 4167 *; ,:xx RLTEcO. wE 20 CAGE GALVANIZED STEEL STORY PANEL `P DRAWA e,. _ -,*_ i1. _�••, ST E G� -)`'�--- - ',, 0,:., FL iO* _ ��" L 4 fn '• �\ GLOBAL PROTECTION PRODUCTS. LAC. 1 L E C O INt ..m S. 51 STREET rA n. 3u+4 1�- ME, 07 G AT 1 s '•6 / "',A"5�0; ..LE T 1"�ita . w.. A [NnRI[wNo s W'WN...wn coMPANT W _? FAx. T F,ONE 'Y+MeR sA5 rn L (sS.M[r- 20 76 / "INllll .'.� (wa,.l',an ,.. Iwwm Ir;'r ..r .N or r>•'-Om6719 'sr' 0Aw61G M0 L-----._ 1.11111 EE�All�-yOMrIIRE!'M1F RAL1[R A PIE ,1.. P.E , .o n_1A F 0A 4tl B1 ----' - I M 70 �� .IA[eAAI AMCAN016 SPACING fp1 fD_ J 1/]• •• AS .D DESx:W TWCON a HAP -CARP n[A-W PANEL1MtE FEMALE ID � PA.LwTE D.us sa.10 sea APPLI SET pt[EIs ,n. 1, AND 12 FOR ANCHORS TYPE • SP.CwG F„a NsruwlDNs IN,Io w000 FRAME 91ALOM46 ..wWM ANCIDR SPACINGS AN MWNMUM EDGE DIS.NCE ARE wOKATEO ON THIS SCHCOUIE ACTT EO. LESS THAN MdGTFD ON SCHEDLItE PFOVCE ANCHOR SPAC•RL BN' MULI,PLT,NG SPACING S1DwM ON SCHFDLCE fN nE ro11LRlINc rACTo'as. rOp AXIS OPERATKN n BE PDssetE. aEDLew sPACAD oerANN,En LLswc =.Gi,W SH.LL W. BE LESS ,r'AN rN1KW1 SPKING RDICATFD FOR EACH ANCHOR TYPE AT AIK11GR5 LfCE.D TNIPLON v ,AP-Ue rlAnAwp °'6e `T6 auL-w 6ot1°-ECJ ,., AIA110e sWc•Ne hID J ] l ] 2 +R 3 ••.wtD.lAAn l_____ _ _ _ Ian Aa1 :Naar. ILAr (w) 3 ,/2 aLRK fS 0>B� �eBW F A C T O R JO D 6J _ t /2- --.. �. - - - - -, ,� __ - S fie W - - , m -"-3 ' R ' Co I r_- -- - --_ — _ ______ ____ i INSTALLATION DETAILS FOR REGULAR PANELS . & L, A INTO EXISTING WOOD STRUCTURES I 1 _. __ - - 1- I . - ' - 1 ---- 1 r_____, I I +4-Io PAMELMATE PLUS - 074-Io PANLLMATE PLUS { FIA_t0 PANELMAYE PLUS 6 i/4' O.G. W/ 1 7/5 � TOT 6 ,/4• o.t. w/TI N7ra' rHREAO[n PfTNlTWI { j e 6 1/4- D.G. w/ I 7/TO- T+6IJaE➢ PENETRATION _-_,-- _ i T EAOfD PkT4E1RAnON m EAISDNG YCJOD HEADER _i o O i•--""-'_-'--..----�. [xlsnNG WOOD HEALER WOOD HEADER RfOI.nRED '- ElOSi1NC W000 HCA➢ER I I 1 1 I __ I - < � . .7 A III __ I MNO Mn w Evora snD • ( - Nu a I I I Call, snD a ,IMic P.R e EVERT sruD • I a r/r ac 1 2' I: a ,ir ac - 1 11 2- 1 6 yA• ac WOOD HEADER REOUIREO - Ter WOOD HEADER REOUIREC -l. -. I ww, I Yn II. - Cv t- .4 . I#j LrL t._ _. 1 1 I R _ i t xt sDAVLnt D+ { SEE .z'UIE . i ., w Scito,ni a y s.RET a FOR SILLT e 1 �'. Min. SEPANTON L S(El e I NDl Mr1 SEPWNrom - 7! 1 io f,. 111 r0 OLASS, ( , 0 Fi1ASS I _ j MIN. PA E1 LENGTH I Ulu PANEL LEND N MPv PANEL LLNGTI, I I/.1-N63 SS I . ` (SEE NOTE 1) I .!s'•-NO*1'ii -, I (SEE NOTE 1) t/4'Y-Na,•5. e.iIiit t(w NOTE 1) /a1., ,z,.rR , A�NS ./ ]/r• . i Sp7• mNG NIR I• I MS ./ ,/f1 .t3,-. 3/3Y .An Mfi r - IMSr/ . rsm OAALM t .,I v..'Ie , EY[X, TN`v , .VVIN, .K.L.p- f )! i - I I _ i , S xx sos OF -L' MAT 1 SOIL 1 OF L I " '64, of 'L" 1 ,NIX I ,-J, I ,- � nI Ii' __--- -'-- lA•wS/Sr � {1W1111ca ,111, e _ ( 1 I/. ..3/31' (L�I, xf N,/ w.I - - .__ _ _ _ MS .! I{6 . 3/Sr I ANc Mn • E.O '. ". a ca I e 2 ,/2' o c E0. i •� 11LVEIW' 9i •ESP 1' -. Eu 1 ___ __ _ - I I E0. -._ - , 1__.. _�. 4- , I. _ 1 Ea. - .-- _. . _ _ I', .AG SCREWS 6. ' WOOD -U T PECLINE(+ Y,.' WOOD P,>11E E1h,O PANELWIE PLUS REOUREO `t 2'A4' WOOD PLATE REOU6RED - 4N THREADED PENETRATION AT e 5 I/r 0 C W/ t 7/8' MOW10TH OF PLATE THREADED PENETRATtN • MD WD1H Of PLATE T/4'a LAG SFRFWS O E- 0 C. STAfdh"RtD W/i 51U0 w// /2' MN iT PCMETPAiION DIRECT MOUNTING INSTALLATION Mia"P "' "D n°TH Dr °'"TE ALTERNATIVE BW s F ..1"S." DIRECT MOUNT f WALL MOUNTING INSTALLATION ALTERNATIVE iOW I NDIES� SGAf 3/8-1' SCALE 3/11- 1' 1. NSIALLATIDNS FOR ALTERNATIVES 8W, 9W A IOW ONLY VALID FOR "k.11101111A.. I BUILDINGS WITH A S.D. DESIGN LOADS UP 10 +43.8. -40.0 p. V AND bA,H A TIC "9 F. n....!. 1+, PANEL'S LENGTH UP TO 12'-4- 2. FOR NEW WOOD FRAME CONSTRUCTLOW WOOD MEMBERS TO BE SOUTHERN , ,, I+P��•'•�r •'✓'?'y PINE NO. 2, W/ SPEC;PIC DENSITY OF 0.55 OR EQUAL. ��� 5. F FLORIDA BUILDING CODE (High VelocityHurricane Zone N07F FL>c' couBINAT)oN OF 11-1-1 No.F6-.=- _* E LNDza nTrto. °` 20 GAGE GALVANIZED STEEL STORM PANEL o1lwin e, LOP e, BOTTOM MOUNIINC$ CAN BE COMBINED IN ANY WAY TD surt ANY - * '' = •o'•, ST�,i`•-----. Fcy , GLOBALPROTECTION TIL E C O EP PRODUCTS, LLC. °'lanm° a INSTALLATION =,9d' y ,. IL'!n G `.r (.O _- '',,I FuS)E , A 6i a aNdM�.EEMNR a r6m S. 51 -. rL -11 -ONE.-7sA6. Im (6 )._.'M 20-176 � Ttap "'I'INN /IIA1.11.', SLIT/W,>M,oRE/oAn .r ryni-n~,sw .. Prl n, "sa,,r wrrzR T00Q6ietrlia.. 1 a oRAANe N. - - OF - ._-_ _ F.ONLN Lt 44167 _ _ I I�STALlAL1ClN..DETAILS _FOR, OPTION_# 1 FOR LIFE SAFET`�_�TORM PANEL SYSTEM _ ._ I/A1 LAD SCRIVS e .- DC ./ INTO EX5_TING_ WOOD STRUCTURE T , /2 MIn TNRr.NFD FIENF,IM,RN 1 ro rs*sK:WGODLOADER I - �r II _. -sj I 1 R Li; I J .11 ,,lV !t' y E6� #' L,, ' -I .' .I - - --- GR -i I O EON I -- `� . I ED1 i : ROOD 'wIWt -S I Ar1>NNEn I 1 I-- I$ I I __ .. _-._a:Y__.,�,..._.__F..i WOOD r,tADEP - _. PFOL: D 1 Rf➢'1NEDADtA -' 7/6* S/J9• W IE. � RU' a iF y(Aluct.D ". SsuD . , s ,!r D o 1 J A RNATIYE__I ALTE,RNATIVUE / • ,• ­t rv€ /) (sa) ! T wizsvE2[;ror� Y "r --4- y 1', 1 i SEE wIlEWL[ I I bN SHEET 1. I - l: AFT I , ., ! 1 f - SC°ARATM 10 DASS I t0' I EO �( t i E0: i ' E01 _�__ OR i ( `'WOOD PUFF - •t 1 j(E I RFa.PRFD t 4 = I a"�Dou.FFn R -a IT I s N' ALTERNATIVE 3 ALTE N TIV _, 4 2.� rz M-wim 1 ,/4• 'AD SCRCWS a 6' O.0 W/ 1 1/2' MY, PIREAOFD POnTRATCYl OR i ,/.I M. lr L , IRRAS OLSONG W/ - ii: INlELM"TE FEMALE 0 ALTERNATIYE WOOD FRAME CONDITIONS &- ANCHOR LOCATIONS -20 OR PANrLAMrz 1I a a- OC ./ 1 112• Wn Scar. 3/a• - " 1MifANC PI.ETRATTAT TO EASING WOOD PLATE NOTE SNUFFER TRAOKs ND1 L,o-M' •OR OAR^= ,0011nN..Nr, WALL MOUNTING INSTALLATION �.r�PN.TIittl,r ,& �TEWARYL..1 W 3Q�: �,CENSLc'' •� T 'il, SCALE 3/3' - = No. FLORIDA BUILDING CODE (High Velocity HUT cone Zone = * : :� = A2°)° nlrtc°. INC_ 20 GAGE GALVANIZED STEEL STORM PANEL B1 510IF.L F I lmsf ATnNS ARE OIL, VAD FDR BUtOINCS WITH ASA. DFSON _OA05 OP TO . 4' ST E O { W -. FL RT9�;:'� °-+�_"'-m-' "` -• \ ;GLOBAL PROTECTION PRODUCTS, LAC. p1/a/aaa .55.5. -72-D PA AND PANEL'S UNCIH UP m r-r ': 1, .� a FCR NEV w000- FRAME GONSTRLA:ION W000 MEMBERS TD x sOu,HERN .,�FSffIN 1E.i'ti":C�"Aa-PLU1L E C O iBit. ' 11 _ PINE No. 2, ./ SMCPIC DENSTIY Of o.59 OR EQUAL, Us (By.)6a-6a.T 20-176 ,•r/alriN P ,,.•,I . 1EST,WO Nr ri m.g1EC, R'.".Oa~� " Rqi f0 )6Be->SU, /l o - (TWO m - I« (v'e m-1u r -"--- CA-Om171e a r .ass .,R WN r ARAM -ONAWNO b Pt 5Lp/904.TUN1E/DAIE WILRR A RUn N, PE . wP ,T-Iu , - -6^-'0 SEW W _1` cn _ M (D W " U O ^N L 0 O _ W .� U - t � . O O 0 L O a) 0 = /0 U_ O /&-l" O 0- rz � M _0 .� ..�rl U) �./. Q «'9 - ^• 11-1 CV _ O C_J / y o L 00 " .. ::D IM / >W etro Gn") ,.v = LA0. Q. ""' N _= 3: `D _ 3 �' C, =_ cul GJ '� r✓ C ( y as C •a 3 a) 3 m ,- eJ w t3 i ::� y C 1= ��T� to a - c 10 E p - L1 CD C"""""""""U) SHEET NO. SH 1.1 _. ... _ - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20) --_ - - - - s MAX 3A/17, M/17, SAJts, SB/17, 45/17. 9/10. J- MAX. 1' 4M 6AWI 4, 7AW/II & pWJ20 WWI 7Bw/19 t B/w/20 T' MM. D.M..,(4) . - _ - - - 0 0 0 0 � 0 -0 I I I 1 ' S+S �I i I d �..t.._+. {�j'' HtF1A1A. STORY FNYI'1 1 LEE SAR'N' . PWE1 I AEGIAI ,. - - _ . -. .c _ -. - __ . .... A aL t I. M9 j Ai 41Ax I»nTE°wsNn:'r 1 #3 i (SPEEEs LEOhLE I I 1 61I ) I' _. . _- . "L-, __. _. .__,_-.. ,f =2F-Ii011§Ai-Sfub __.:_� ..__,. _ ,_ .------- {r F• '{ LOGtd f LIFE S4iflY - I : = , nala /DrtaH Da.Bxs - - - 1 3" ;m 3AJ,7. WIT, 5v $I vc Ml aryAa�r ap wAwePp RR6, 3B/I7, 4B/11. Will. 3• MAX.. I• MN. 6AW/19, 7AW/19 & MW/2D EXTERIOR 40w/19, low/IB a sew/20 ?' MIN. - - - - . -.. I ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 20) -. _. - - - - OPTION #2 E j8 LIFE SAFETY STORM PANEL,U) ELEVATION SCALE 1/16--1` I/e ,Mx NP F m-0 -/;. OWN, OleeAP4 WOIE-LOT __as ._._._ __- ,-t�� ��,� :, ��.('-9 T1P.^---� T "�,/*-,�111-1- -,--'1'� ,-- 1 OVs' 4 t Y\ 1` :: - a:m.r-4-12z: �._. _ .--.. '--,-.f>e _. _..._,.._ :.;_�.__..: ___ _.xx.s: ---_1. .e• ..._-st EXTEMR L SECT1dN A -A SCALE 3118'-,` MAXIMUM A.S.D Max, PANEL LENGTH MINIMUM SEPARATION ( PANEt. DESIGN PRESSURE L (ft) RATING (p.s.,,) (SEE SECTIONS) TO GLASS N jj CONDITION +55.0. --72.0 8'-H" 2 3j4" 1 UNBOLTED I 114' TAPCON ANCHORS INSTALLATION QUAILS INTQ EXISTING FOR POURED -I/4` TAPCON ANCHORS QPTION CONCRETE 92 FOR�LIFE OR CONCRETE SAFETY STORM BLOC•KSTRUCT 114" 'ARGON ANCHORS EAN,EL SYSTEM = 1 '4• TAPCON ANCHORS O 9' O.C. O 9' O.C. .. 4 9. O,C. '0- 9' O.CPOUR. IRETE-. OR COONNCRETE CONCRETE CONCRETE P RCIE III CCONCRETE -. OR C�ONCRRETE .: OR BLOCK REWIRED {1 BLOCK REQUIRED _�1_ BLOCK REOUIRED 2 BLOCK REQUIRED 1- . E w T t/4` 1 ., t 1 f4. I , 1 J4. {' _• I 1 t/4. .�...-�._ Mgr. - 11, ^-V MRA�--___- 1, 4es,. - �, Mm £Ar ED4 CO.• E.Oe a T 1 .' 1 2) + wn W N r' t '.. t' 8 M- WPMK r H` 1- _ i YnwsAPpWnI[9[M ro ..(- j W. RPM910N ro' , am tfe }t- 2 o ,GUM aAIME ,H0, Hat ,x ow - I.) f I- w..I o4ax a } - - F ; lu I I f Rena* I-) F 5G1! F,LA$SI� 1!1{(S GiiL51S -- j � 6 CQ{ .'1 '" 4 Df I -� G�tA55 1 I . r qq + EEE 1F? i e ; I I19 1 pp g 1 ?' j I i . x 1 1 i Y 0 I N4 rrT/s.. l3am/)r`` iLR1N� PA`PLR . _ I �. v a wr n: WK N, i I , I � ,_. i I 1 i I I I 9 ' r 11 6' EDe ..14a? fA. 4_ ; __ ., .. ( .' I. _... /2_ :. t 41-2OP3/4'S.S. MS. W/ I - Y 8'.[S 12' NUT .1 { ..:. , a'r-21AJ/a'S.S M.S. W/. - 7%4'e43/72' WN4 NUT WASHER ' µ. �Y . }/3?' WIxG NUT h\�8'f a 3/32' WeG i 12 1/2- O (BEYOND) t WASHER a iT I/2' O,C '- M- NUT WASHER (ORY(M) 1/2' T/4' TAPCON ANCHORS 14 TAPCON ANCHORS .. 4 ....--- I a' TMCON 64. D.C.ANCHORS - O 4 t/2' O. O 4 1/2' D.t 4 ,/?- D.C. RS W/ STUD) (STAGGERED W/ STUD) O 4 1/2' DO FOURfD CONCRETE --RED CONCRETE _..POURED CONCRETE C'vVRED CONCRETE OR CONCRETE BLOCK ON CONCRETE BLOCK OR CONCRETE BLOCK .... OR CONCRETE BLOCK WALL MOUNTING INSTALLATIONLN 3A WALL REQUIRED MG INSTAUATION 36 WALL MOUNRTING INSTALLATION WALL REQUIRED MOUNTING INSTALLATION 2KOON O REGULAR PANEL SCALE 3/8'-1- SECTION O LDFE SAFETY PANEL SCALE 1/8"-," SECTION 4A O REGULAR PANEL 9 SCALE 3/8'-i' j;TSON 4B LIFE SAFETY PANL SCALE 3/e'-I' ». SEE III,RAN & C ! R CYfIRS TN MCHN "K 1/4• . . I. ft , 16rA'iAT,01a ADD ew L Mt )YaaR 914fAM (I,LD l Fla WCD FRAME N6. On"ANCHOR SPATNARSWOKA AND IT THISIN_ FDDC INSTANCE NE TH ON THIS ^` A\yM.wNIA10 ll;; 6a)__._ 3 LM S(rQKAE RED £D. NCH Tt4A( INDICATED ON 3CIEDIAE REDUCE ANCHOR ON SCI BY SPACING ON SOTKWLE THE P.0. ALAI 1MOP,wHM•wagr {Ha) _ 3 AD116. 60 90r BsOBe>q R10Na BY BY THE ll To at FAL•tORs FOR MLS FoL' FACTORS DPACON, TO K Pp54NLE. MOtttA , .. -.'45 ---_ SPACING THAN M RA, FACTOR iDICA NOT F I.EAC MAN OT TYPE SON SCHEDULTEI)E FOR FAL9N ANGHOW TYPE ON 1H6 SO,Kp,N;p ,/r : /]' .t' ' , m - l ,/r BUILDING CODE iNSTALLA_TION DETAILS INTO EXISTING FOR POURED OPTION #2 FOR UEE SAFETY CONCRETE OR CONCRETE BLOCK STORM STRUCTURES PANEL SYSTEM _ 1 4' TAPCON ANCHORS If4` TAPCON ANCHORS * 9' DC. ' t' O.C. POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1 - OR CONCRETE BLOC% REOUIRED I `, ^ M9x._ _.. t_. i I - TARP _ _ _ 1 E.Q.r E,O.e CON _ I I I - m 11 q ryR I W,2, ,N , � tat H) EX 1 i yj EXiS)1t1.0..N � GUTS OLA59 _..... _. ._ ; _. '' 11 1 r I I I 1 r I - A R '1 1 ;; +" +.I -Tar s.s r W I , ' ,; Ry TAR r i � � I - v I - 14.a * WSAIM 73r i I I { f. t, ED.- i�j T{ r" r _ _l 14;t0`e PANELIMTE RLUS W/ . 3/32, *04 N:1` wASNER 0R POOCONCei BLOCK ILDUIRED WALL MOUNTING INSTAU ATON SEGM sA e REGULAR PANEL_. SCALE 3/67-1' SEE t9 i 20 F08 ANCHORS 4 ' IIIB 1YFE /,. T>WO7b I/,•e . PM6AW1t ING F MwCNG TOIL IINS7AILA1Xw6 INTOwooD OO .._ ION, ANCH OR 1Mww DI.) 3 3 ROME &an= MNWW ANCHOR SPACINGS A10 MMYW EDGC OWN" ARE INDICATED ON THIS •rrt4WMlti lw._ 4H) _ Y_ a- -.�3 .. - 3 _ . st.mNLE FOR ED. Uss TNFN Y4)C.LTCO ON SCHIDAE KOM ANCHOR SPACING; w MULTIPLYING SPACING SHOWN ON SCHEDULE IL.41Ni {HNm.. 1.AA w 3 1/2 ACKM 8BA BON 1 RIC1DIt BY THE FOLLOWING FACTORS FOR HMS u oPDnoN TO BE Po391ME, RmMt£o ,Imo. ._ - .._. ___.. E6. . .m WNCWD OWTANED VWNC FACTOR SHALL N7T RE LESS THAN Me4.W SPACING INDICATED FOR EACH A CI OR TYRE ON 74 6 SCHIMULF . ,/y - - _ _ r - ', a 06 1 Y m I. t [ ..ANEIMAn PLUS WI _.'T/e•i,. 1/32` WING NUT MSNIEA (BEYOND) _POURED CONCRITE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INff ALLATION a uFESAFEtt PANEL SCALE 3/4'-i' Hurricane ^��\I ^W W C/) ^L), C0 0 N }e U ^W W CD L Q O Q .a co U ­011 4- U) Gj CD -0 L_ U O -0 •O _0 O C = O O � LL O O L^i. -0 .c _4 0 V) < INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM lN5TAIWLATjQN DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL *YaTW rfaW L Ho,Es_ v R, _ waG 6, P gKLm= INTO E!4I TiNG WOOD STRUCTURES I INTO EXISTING WOOD STRUCTURES 1 E-T HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D) HAS BEEN VEIL F,EO FOR COMPLtAKE IN B 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANIJUATE FEMALE ID & PAMELUATE PLUS INTO CONCRETE _ _._ __ _ .. _ :. _ d - - 4 1.- . .. f #- ---� t .. ACCORDANCE WITH THE 2020 ON EDITION) 07 THE FLORIDA BUILDING CODE.. BLOCK SHALL BE 1 1/4' �I r I . I _ ) - t ... $N�^��-'- I .. �':.L , }- .' DESIGN WINO LOAM SHAALL. BE DETERMINED AS PER SECTION 162DOF' THE ,ABOVE MENTIONED COOL, B.2) MMAN)M EMBEDMENT OF ,/a"W X 7f8' CALK-N ANCHORS SHALL � IS 7f8' INTO CONCRETE � 7 _ _ + -� .~ �... FOR A MIND SPEED AS REQUIRED BY THE JLIR90K:TION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT PITO ANY FOOSH MATERIAL SMALL BE PERMITTED. C`%j `__4 _M .- W17W NEARER 1. W;;O!, I+ffDER . ;I ,. WOOD NEALWR J WOW 1FNMER - -,. F FOR A DPiECTONALRY FACTOR KO-0.85. USING ASCE 7-,B AND SMALL. NOT EXCEED THE MAXIMUM (A,S.D.) i f4' t-20 S$ SiDESYALK BOLTS USED SHALL BE LONG £NQI:GN(S11di10 ANY FTNISN IAATERIAL E)tb?j TO 4 . 14�iRED _.._ Of]uITE:S `. REOVRIED >. - RECU12Elf ) .- IDS -p . , IN ' - ' ': 1/#'4 7APCOti O 6. O.C. 1/4'e TAPCON O 6. 04 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S & 26. ENGAGE 3/4• IWO ANCHORS. 00 LL, ,/4•. TAPGDN O 6. O,C. ), 1 It UPCCN O 4• DC ."' ---.-. - t .-' 1 -_ .. Oft 1/2' Mitt THREADED 4 ,I J-�',jI({+ IJ4•. TAPCON O M O.C. ;' _ t/.'e FAPCON O $` OC. r Ye/1 /2• Nth. THRFMkT1 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WOO LOADS DETERMINED PER ASC_ 1-i8 f • - W//, t/T' MN. RiRFAdEd { f A/i t/2• MIN 1NREAOEO .. 't[ ,'" '- W(I i/T MN. T191F1OE0 �t , . _ RE tJT' MN. tNFCEA4Ep i ., .f PEInETRAtIDN AT WEIR j j ! PENETRtiWN AT WS-0D $Wi,L BE FIRST REDUCED TO A5,D. DESIGN MAMA LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER 70 B:J) IN CASE THAT PRECAST 5t0NE, OR PRECAST CONCRETE PANELS FOUND LNi THE EX4iTiNG WA1• t'� '-„ ( �i.P - PEiNETRA,i(Ok AT WOW WADER t}t {;., IRE TRMnUN A7 WOW i I:.,, ,, � rroN AT Wn00 .-.i R TIDtf AT WINO L--,,- I ,I HEADIER ;! ( ? HEADER TO COMPARE THESE Wf MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SAIL BE LORD ENOUGH TO REACH THE Mi STRUCTURE RE'.4WO SUCH PANELS, ANCHORAGE' � C. � r- C„7 # 1I ,I , : i�11 r,. 1 ,t: '. ) 1 SHALL BE AS MENTIONED M 8.1) A10 M 0.2). t•3 / icm f , I IN CIDER TO VERIM THAT COMPONENTS AND ANCHORS ON THIS Pl,a AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE to C"I _ 1/, , a `/ a ,' .{ - t/2' a T' 1/2' a/a• N .`. ,f2• 11/#• IN ALLOWAEKE STRESS FOR WIND LINOS WAS _„{DINE USED IN THEIR ANALYSIS.. FASTENERS SPACING TO WOW HMS BEEN _ i Ja" T t 4' ! ;� '. 1 -I /_• :I I t I,.. I / I MP-. _.. _ - _ I ! 1 M.Y. DETERMINED IN ACCORDANCE WITH H.D.S. 2015, !C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAMON5 AND SPECIFICATIONS Of THE ANCHOR'S Q. 1 - + I _. 7TP i 'j I ) i R"•, s , P „ - I 2• - < NP:A.._ -I WgMt IfEAOER 1 r 1 r ; MANurAGr,ItER-. -`/S Q A. i I' , .Y, I 7• ;,,�- I '{ 2• _C 9 _ 1 1 I -.. _ M;p. ;, ' 1 WOOD HEADIER _ H STORM/ PANES 5 AAEQLtACY' FOR IMPACT AND FATIGUE RESISTANCE tA5 BEEN VERRtED ik ACCORDANCE Y6TH SECtKJN Ib26 DF t/. CV 2' Aim. a�, Mn.. Mtn I T;.. N Mn REOVIRFDREOL#RE0 1 ' I I1 !T SHAL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 4e9 = cu i I':}i .1 THE ABOVE MENTWMIED CAW'. A5 PER FENE51RATrON TESTING LABORATORY- INC. REPORT 2A32, AS PtROSOCOLS TAS-?Oi, IS 70 M ATTAGWED TO INURE PROPER MICMOR#CE THIS SHURER SWILL. ONLY BE ARACHED TO CONCRETE. &.GC='K "< CV ...,.0 1 ' 1 _j 7 ,��y. .. %r�a4,� {b, ... 1 SAS-202 AND IAS-20J- !I } (L. ,.. COxT I CL^t'IT. H_,. i WNr. ,�_ rw. . �"", Cote. OR WOOD FRAME BUILDINGS.. � I H _- W -. 2. T141S SYSTEM HAS RUN DESIGNED TO BE MSTALLEO ON THE OUTSIDE Of THE OPENING ACCESSING 'I* OPENING FROM THE � 03 , j i i � ! T".` ` ,.'� {k .W-'q I L-.I r �7 1 I __ p� 1NSJbf W/O THE USE Oi A IADO[R WT LIFT 'FINS APPl1CATKktl IS YM.lES W/tEN INSTA.tATIDh i5 INTENDED TO B[ PFRFORMET} 12, THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS _ - i *.JAL 3 {$ ',Y i - j {" `,,.y .J.-' E •.np-} I- �. _E' FROM THE ,KSIDE OF STRUCTURE. CONTACT WITH THE RUMINO ,0 PRMNT WIND/RAIN INTRUSION CAULK AND SEA. SHUTTER TRACKS ALA. AROUND FULL � � 1 EXsnTG f �`tU � f FAvmc S - 1ce, q W. %cRwAtror LENGTH DO ,_ Q HI URA% 1O 4tVss 1 SERIES 1W0 INS7.&i,AT*N IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAUAFION 5 REOUIREO TYJ BC ( 'l" NIP. CLA55 _ GLASS '-spictivI, - iii 1 � PANEL LENGTH wi WKE„tD E i PANEL {I T {�HIT I; +'- (SET i PERFORMED FROM THE INSIDE OF STRUCTURE 13 SPURN PANEL INSTALLATION SHALL COMPLY WIT# SPECS INDICATED IN THIS DRAWING PLUS ANY BUI4DWO MILD ZONING � m . TONMTON (SEE NOTE I BELOW) 11. PANFL LENlCM EXISTING f SEP+MTHONI (SF[ "DIE , BELOW) �' ' I MK. MHWAI4)r. GLASS" 1 } REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. #L3 DO 'm i I p r AN.1. 6ENC,H e ' i { I -� IMa 4. SERIES 2DW INSTALLATION R APPLICABLE tD SINGLE WINO DOUBLE HUNG WINO F/OR(20NTAt SLIDERS STYLE WINDOWS WHEN ( 1{e'4-ZD4W I , - ( NOTE I WLCAGLASS TD Qww 1 - ( :;. {SEE NOTE I RVOW) �.._I 5 � PANEL ttNGTN ! PANEL LEwciH INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. F4 ATRIUM WI AN DOORS, INC.E Z HANG STORM PANEL SYSacM IS Filli POIDI IT ax 1rwEt ,e) i"Tsf£ saa,mMr - I WINDOWS I 0 - •. ' Cuss '- ';. 55, M.S. WI ' _. •. Dx RUI ,p I 1/a•.-2iNI� ,.` ' E]ciSTRki : ON •Rwaa Is) ( (SEE NONE ILifA') 1/a a-2m1• , L (5£E NOTE , BELOW) '- m I 4 tI !i 54. M..s w - -_ I S -j. 9. +LLD ALUMINUM EXeRUSIONS TO BE 6083-TB ALLOY AND TEMPER (UNLESS OTHERWf(SE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT R.E.D.) PREP THIS ENGINEER LS GENERIC AND DOES NOT PROVIDE � ^- I ](b"! . 3ESYi .. ) E. i. r 7 $'4 . 3 ((2• _.. _ Gt.155} 5.S M.S W/ �,T .. i I / l3 , - - �k� '-j iNfCXRMATION FOR A SITE SPECIi1C PROJECT. l.e- LYNEAiD THE SITE CONDRiQNS DEVIATE FROM THHE P_ED I > WINO 40 I '., :4 $, , _ ) WIND NUT , h_ _ j 6' - _ Ii WNG N1f13/32' t. b. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31O5-H14 ALLOY. �' _. •-.. -, ", ._.. ... - ',. - -_ `' .-- 6- (D) CONTRACTOR TA BE RESPONSIBLE FOR THE SELECTION, PURCHASE WINO INSTALLATION INCLUDING !AWE SAFETY OF t F I : I I ( 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTU A-653 GRADE 50 Wip- GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED Ou p 1 9yw I t�;'e TAPCp4 ♦ e y��_ : - i i I _ H DESIGNATION W/Fy- 56.5 w (AFTER ROLLED). THIS ODCUMEN7 CONS'TRUCDON SAFETY AT SITE t5 THE CONTRACTOR'S RE5PQN51&L1TY. I 'T i 1 O.0 Wft t/r s ) ` - 1 ' ' I ." I I I PENErRAT" AT ' _: - se ". ` � W 6.. ALL SCREWS TO RE SINNI.ESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER CAN (C) THUS PRODUCT EVALUATKJN DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. ,.,.. .. ] kGi W i 1 MDYAOIM OF PLATE: L ._ _ - 500t8 W/ 50 iisl YIELD 57RENGTH AND 90 A4t TENSILE STRENGTH & SH4L COMPLY W/ FLORIDA BUILDING CODE SECTION 2tt 1.3,14 r' ? W'fiA /� (e) SITE SPECIFIC PROJECTS SHAD BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ! 4"ft i . 9. WITS TO BE ASTM A-307 GALVANIZED SYEEL, OR AN 304 SERIES STAINLESS STEEL, WITH 36 Kr; MINIMUM YIELD STRENGTH BECOME E fNC NEER >F RECC RC (E.O.R.) FER THE PRWEC AND WHO WILL SE RESPONSIBLE FOR THE PROPER ��+---� t 1 ` ' 1I t ! x 6• j ,- %, i I'��. USE OF THE P.E.4 ENGINEER OF RECORD. ACTIAM, AS A DELEGATED ENGINEER TO THE P.E.A. ENtpN&''R, SHALL C L^.-li H {3 k 0' jri - _� $�i H N I 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: 511RMIT TO THIS LATTER T11E SYTE SPECIFIC DRAWR'Ki5 FOR RLTAEW EjA 'I T. y�, Im , ,,,, i} I .j..-'-- H. ,.i..._ ' � - ( '0- .." - {e) TINS PEL sH LL BEAR THE MATE ANo ORIGINAL SEAL AND SIGNATURE OF THE PRDPE'S.IONM ENGINEER OF ED. ' _� 1 EO { ��� , j EI " #' , EI iq)$ I yq I.�. l i ----- RECORD THAT PREPARED T ;..) :T ':. ..._ ._ _ _ I _ t _-____) -. _ _H I 't" _ ^ . I I I .'1 W e• 1/i•P TAPCON AKHORS ASS MANUFACTURED SY i T W. BVLOEN, BK. (MIN. Nt-31B2 P s,i.)coin i `•j� I 1/4V-20.3/4'1 S. M.S. WJ I `$. STORM PANEL MANUFACTURER'S LABEL SN4L. TFD Y - AI .... - ( �Y - '. ,'1 ,_.•- 1/414-21T.3/4'" MS. W/ EO. 1 - W- , � E0. - ? LOCH ON A READILY VSIBLE LOCATION .T STORM PANEL IN _ j'� _ ('$t i ram., - if#• W x /$ CALK-N AkCHR)RS, A5 MANUFACTURED BY DEWILY !NC (ITN. 1•L,P3000 O.s., 5,JI =i$'A s Z'7 W t �,, f ]fe s.3f32 'WING NUT 1 ". L :}INS L .} - -"! - �t4-1D PANELAMtE FEMALE iD & pANE1MATE PLUS AaCH . AS MANUFACTURED 'BY ELCO CONSTRUCTION PROOLICT5;7/r.. 3/32" WINO MINI I - , / t WASHE 313F' NDI NN 'L ACCORDANCE WITH SECTION 1709.9.3 O F FLORIDA BUILDING CODE ONE LABEL SHALT. BE PLACED FOR EVERY OPENING�" WASHER O t2 1/2 O.0 - '"""-'wASNER {BEYOND} ED .;y, I EO T I {t'<-3350 p.s i )UIREUNG TO COMPLY WITH SECTION 1709 94 OF THIN' FLORIDA BUILDING CODEWASHER O 12 1/2' DC .f NUT WASHER (BYOND) I I C _ L -- 1 _ 3 I: I I t'i•. TApCON O $' D.C. I 1 i'e LWCWN O 4' O.0 ( {.. 1 4•0 TAPCON O B' (Lt. { -.+..._7/8"t . 3f32" LONG NUS I _.. i 2 A4N T REIOEO I. AI) MINIMUM EMBEDMENT Cif TAPCON ANCHORS N10 POURED CONCRETE SMALL BE 1 3/4' AND 2' POP PANELMATE / ! FEMME IC & PANEIAATE pELdS. Ta'T) W/ $RX)) I - '. {`'-` - TJST/ SnW) p 5 2"A4' WINO PLATE { 2•.4' WINOPLATE 72 7f6'4 r 3/32' W,NG NUT w , ,/ 2 MN. MVWIDF11 W 1 I/2' MN 1HNT'A)TH t 1. OF PLATE WOW MIF ...r#•WOW REOt1RED `, : WAS -HER O 6 ,/4 0C REQUIRED ^E WASHER O (BEYOND) OO/f AT molvelM PHiWA41Txl AT i//DWI(ITH -<I _ _. .'_L _HR7RAT1(RI AT MDWATN [ �tH� p�v. jj OF PLATE OF PLATE .1 - {_-REOINPID kEOURED Pu,E /14-10 PANEIL ATE FLIES i III -10 PANELMATE PLUS A2) MINIMUM EMBEDMENT Of 1/l'e X 7/8' CALK-,N ANCHORS SHALL BE Na 7JB" INTO CONCRETE NCI EMBEDMENT INTO # WOW PLATE '[#�'� WOW PLATE ."- .'. "8_.. RE O 4 I/4' O.0 W1f STOW ,. .' • fi tJt' OC. WIT if$' � ANY flN15H MATERIAL SHALL BE PERMITTED EOUREO D �I.L �ilNLJiS?ALL�_ PE • A-2o Ss SIOEWALk BOLTS USED sHAL1 BE LOIN Er OUGH(sN wLD AWY FINISH MATEiPA EXisr TQ ENGAGE 3J4' 2w•f ' R gUBPE WALL M,pjDNTING INSTALLATION W M ING I TION MIN. THREADED NTT 181 w MIN. THREAM PENETRATION / ` ) IM,- is TERNATIYE 7AW O REGULAR PANEL TI AT MIDWIDTH OF PLATE {} AT MIONNOTH OF PLATE INTO ANCHORS MAW, WALL MOUNTING INSTAIj�jION WALL MOUNTINGS (NSTALLATK2N 81- dtFERSA VE 76W __- _ __ i. A ) IN SASE TyKT PRECIS? STONE. PRECAST CCklCRETE PANELS. OR PAYERS BA rOukC 4N TOE EIDSONG WN OR ERA" Nil AA ALTER( TTVE GGAW �TERNAiIVE $BIN SCALE 3fB -1" O LIFE SAFETY PANEL �T REGULAR PANEL O LIFE SAFETY PANEL scu 3/6 -1' WALL MOUNTING I a ILLATION(j. MDIDNTINO I({Ai F ATION ROOK, ANGI ORS SHA L BE LONG ENOUGH TO REACH THE MAN STRKTL RE BF HNC SUCH PANEis, ANCHORAGE swu . `�i`:' �CENS ` j%'•W SCALE 3fe•-1` SCALE 31$'=+" PnT+W l O REGULAR PANEL �v AP TINNN(11 Af`�otTA�• PAN � � i ALTERNATMYet N AUERNATIYE..a9>et BE AS MENTINED IN A I) AND IN A2). r ......,., r., a LIFE SAF�� PANEL ND, 44167 : �:,.�l ,.:ENS ,! SCALE J/b'-T' �a4~�'•\fiENS '--: /9 $ SCALE Jfe•^I, (B) IiE_EKH`.1L"S.e-_E,a'.._AA;: = *: 1r 'w:'` ��' �% '? FLORIDA BUILDING CODE (High Velocity Nurricar's Zons �. E FLORIDA BUILDING CODE N(h VelocityNUT cons Zone - 1/4' IT TAPCON ANCHORS AS MANUFACTURED BY ITW. B,KLDFX, INC FLORIDA BUILDING CODE Ht h VeioO Hurrfcons Zons T P6TAWTIONS ARE DWLY AGIID FOR BUILDINGS With AS.D. DESIGN IDADS 2: ' UP TO +SS.S, -72,0 PSF AMC PAREL'S LENGTH UP TO $'-e• 4 4 � S .-TWO RROt. Ac F. 1� NO 4Ai(i7 E mwo q,Ox,. Nc 20 GAGE GALVANIZED STEEL STORM PANEL FP - I/,• 4 x ,/B' CALK-M ANCHORS, As MANUFACTURED BY DEWALT INC {Fm-tSDD Pis. .) p'•, Ar W� TA,EGD. Nc FP. `a ND• : * = 20 GAGE GALVANIZED STEEL STORM PANEL DRAW W, _ * = t;,,_ 040. e,: - E14-10 PAkELMAlt FEMALE w AND PAMELMATE PLUS ANCHORS.. AS MANUFACTURED BY ELCQ CONSTRUCTION - �' tfi1T,9P : •'� 20 GAGE GALVANIZED STEEL STORM PANEL �, 2. FOR NEW WOW FRAM CONSTRUCTION WOW MEMBERS. t0 BE SOUTHERN I_ NSTALLATK)NS ARE ONLY VAUD FOR' SUILDINGS WITH A.S.O. DESIGN LOADS : �[ ,L ,4 ^�4. -'w.. , _'4� PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR FT3Wl. * :- ± * : ... PRODUCTS (Fm-20t1 p.ri)11 _� :.�`�. / -- /r �,P ff,�Jm„ UP o +Ss.S -]2.o PSF AND PANE =LENGTH UP io a _® .a'•. S ATE U-- , " - GLOBAL PROTECTION PRODUCTS, LLC. "' YAI GLOBAL PROTECTION PRODUCTS. LLC. "'b"m" m "'.• +'•-•• FL jV `•,:+ � - ., °` L ECO rN C. GLOBAL PROTECTION PRODUCTS, LAC. SITE 2. FOR NEW N6. WOOD FRAMSPEIEFI NSTRUU TIO 0W MEOMUOS TO BE SOUTHERN %'f) •, iel 1L�Nc. .4$D s.W. S, s,REEr GLOBAL N A 114 G'� C rMC 6Mt AC'�4� ��{''' .eaD a+A s, s11.£T ''. D Ofl10r-%;-N„H IfwN r .eTa s.w s, sTTWFt 'i �F , ` Z''' TALL` I.R ! [ OOMPaMY ONE. FL M. ,,, - - MIIIFA,n DAIL FL 3331, y/ " TiWF ! ODMPAMY ,wME fl Sll,a 'gG FS • • • (C / Ar. w. rN !wt .,I.T. o.swa H. a+b PNDIG CIe+DFeF-7s+s. FNc NF#5uas-m] 20-, 76 ���h�� S � __ N,... W`pm4l'ml`r� w�r..'eTros�_I�»'r Pwac hrwkm-asw. FAs.-. CAsa)roP-em 20-176 % iw s. n..r m wrw 4WAmn N. A.M P.+Rs: Ces+Irs-zxs. n:x: CAsaNn-mt 20-176 Sip Pl II_._ Ob AW-IMF i ns m_,,,, SD u41rNe Kp.: A+F N u-a6D6Trs N.. tsT41. NH' ��c .ALTFA I feLi l P.E. Pu It -,at - New 1FATOi A. HJUT b.. P,E AP Ia-w AYA•NIINIIII i11A3t PE. 9FA1/SwNMtAIE/WR _ rA-OHunJ » Aq,1 INN11M /OAtE PE fA-0O04714 NMI': L. M, 11wET IY O<?4 W,l1B1 A. nMR Nl 7E. mIa_W Ir SEAL/WE4A7WEfg41l LNFT]eN-Iqe s-.PMF m-11rn _ M.nA N. FLORIDA 1NRT r1 M 24 M 4a1eT fW[T 2, .. COMPONENTS FQR SERIES 2000 & 1009 E-Z HANG STORM PANELS (SCALE 112-l') „. _.-. 2.591' -_ -. 2. 1 SB -.11250 tOT4 NTC,Tk - .50 4' 25W EFFEC1wE wlp 50 ti ( 22 Lt � t�- 1 a i _ t350' - 3SO'- 350 I I - is WI III- - 2.SW' �t3{ . ', _ ..'` ,�O- (? T� C 2.T44' ( Tyro 1, fe,,DA36' M EM E0.. !� N. RYfdi N M }SW" 1 25OT` �. / .' _ It , 1 i ,/,t i�Ha' 2.857' ,s'k x,� 5 f ' GN.vAA2ED iTEE1 EDGE -.. i I !I t 2 OUO' R A-651 2 '. P. ASTM �+ HEM . i HEMMED r.4Ax $D r UMW A�' I EEGE /� ---� I ti JU. i�, / :_)}ETAIL A , � s8+8 �SIt R. Ta3, `I'ig�---�*S� I --'-_. --1 SSG•--- '--,.15D" I 1 e' a`p Y _,R +. ''�, - _.-----6210---- _- - zsb` S----2:a70"----i © STORM PANEL - -- 2 a70' - e' T2 REVERSED 'hW TRACK (1) REVERSED "UW TRACK r/ f.' OFPANELS DO t50' W/ NI'2N,E D EDGE. i ._250. AWtri i T �.• �,. / e13-I. , v HEMMED :'r- {ii ;III, I II %ISOMETRIC YIEW DETAIL A 2. ii '' s i 2oW � ) ROUNDED CORNER O ENDS Of PANEL'S (I i ; ,25 END UP W/ HEMMED EDGE L .750 [ I IL_- I � (N.T S) : I H..� 1 i .... _, 125• _ _ N I 250' _2.000- ..- e.) .- s- Max -. - -. W1 TRACK �5 R PAtfE © 2" (Max) ALUM. ANGLE I T 4 WIDE 6061-T6 Ai m -..- 125.. u ALLOY yy{} r; 1 i II _ ` i -`1 i /N11 $ ' �� r40 8 750^ i 055' CT ro) �e,-�Kz 91 h I ' No. 44161 I � I i_._----� * n Z. FLORIDA BUILDING CODE Ni h Vs(ocil HurrEcant, Zoned 1 rp 3.` Mo � .._..1s0• - _ ' ATE OF ; 0- r._. azOto nt[co, 20 GAGE GALVANIZED STEEL STORM PANEL I NAM, In. 7 3"x3W(Max. ALUM. ANGLE B STOP BAR ,, e- ,i � ;' GLOBAL PROTECTION PRODUCTS. LLC. eT'7e/t ` NALt 'Dp. IL E C O O-- , / - d/ f ING 4e00 SW. 31 STUW "+ �"r'<" 11' LONG "Fin"A M Z ruji TEST04 a £NaNE®IfNO C ONY WYW.. FL. &U,. / r.:�WW>.N RA W�w,r PR .M1N P. ( .jlwg-]y4}. FAR, Tp5(J61M-eT41 0-176 6U83-T'S Mum, ALLOY ( - - ow- -. ; PRO.1 Wm omi s �� PE. WAL/ImPHAt Um Ejoin R . "L Wrro - _ LOITER A T41P u,. PL uA Ia-,4 Alai 32 M 2A MIT 3'/24 >f, (SEE N,OIF. T 8EW17 }' 24 4' 24 d w/ OR W/O & 0 ") LSEE NOTE T BELOW) 2'/24 1' /24 T 5 A' iMS / / 9' MP4. / ! pER v Et B (MI NOTE J bUIFI). e EACH 1� TT10. CON(3ET AN Fix w 3C- I` PIW-1 1` Ma, I Ube SEF �5 m SHEET 3e SCREW •. p •'-.: '•• M~. (EEE 50�1A.E ON SHEET n T `. t' mi. :. AT 2 -- . - VAx'L _ t 1' i_'_-,."'"` ....,_..__._.__,�- ,a SINS -f,.®... ._yw.w.. VIP.) O4 O 49 W. E ^I y N (. I Ii t I f C `` i I ! I �i I' ! I I I f F ti I j I ii 1 i ; i 1 II I I i I i 1 I 1 I l I I i 1 i I I i ." I 3 : Y- ' . ,- .L. . s �.�-_� ...t-i o , "-,--r-T _. `.. -. :-T ., ...r. a - r 1-r. i- <-,-_-_7 bD X •!.' 1 �.:, (SOD N'AIi3. INTERIOR PAKI o (INIT7XOR P'I Ib II IIIi! PANEL) CENA, PHIAL) (END PANEL] {TPERX)R PANEL) (N7ERgR PAT}.) i {NTERN7I PANE() I - (ENO CFO Lv �', 1 !SFE NOT[ L 1. a R10w i ':, I I ' I : SfE NOTE 2: a.. 1wL.P. SEE 2. 3. a BELOW 1 !IO1E + ; { I i ( I SEE NOTE L S, # BELOW I k I i ; 1 , { 1 ;� i I (� II I� . II l � , I I (� ,'r i 1. �, �: �1 I' 1 - )� 4 i 1 I I y I i , >�: '.ir ie le I i.P11 I€�' T1i111 I I : I ; l i : I i i i t I TEO PANELS W ' I I I I # t i I I i 1 I I 4'e- Y MS. W BOL ED PANELS w/ I / J ] 1 I• i/ a' a •r3 32 ,ftAAAJTS h i I I ( a A3/#' MS.. WJ 1 1 I r 1 - _. ! S U. IFIERT,.. aP 4 .'' I „ ; 'I i wX'L is1 .I { E( II T I i ( 1''I , I -( I. :I -•-} i f I ! 1 I t-'°- I , I 11 I i_4• + 1-'-i...'I _f I' I° I (•1 �( ;I -`A 3 ____ - ..,in_ _ • • • • e m! • ••�._•.��. 1�- PAN[LNATE Eflp.) _---_--y..• _ SET NOTE 4 BELOW _ SSEE�� NOtF 3 - 'S- }'.-.. TOR CONCRETE ANDIORS: SEE 4ENOI1' 3• -! _ �:LL.., 1'---•-._ _, _ •_.-0 rTLTERNAIE 40 MYe. _..-.kMWU E M SHa£T N, FOR WOOD SL'Pf.lk .TRAY WIC lO I 1 T [AEI PANELS ,` M". v-R• )- I IAin AT FNO M /2- 1 1M' ) SEE Sf"C,ION4 ON SKEET ie :SE1I R 3 (ry - O W/ OR w/O@ 0 16' . LAST PANEL ! TO BE NSTALLEU AT F/'CHI wr w LAST PANEL. 0 TO RE INSTALLED AT EACH OPENING �MLAITI3 BE PROVEJED W/ O� NG SHALL ALWAYS E PROVIDED WJ TIDN 1000 RFAN IWROLE TO FM.1UTAlE NSTALATN)N K INIENDCD TO BE NST.W.ED FROM -ES - I HANG TLM Ir INTE40ED TO BE INSTALLED TAOM EL (D SYSTEM INSIDE OF STRUCTURE. I iftsiot OF STRUCTURE SCIYE W - 1• _ '� >Cec 31W . I rfi#' MP, CM-._L/a' Nm.. OM -.Art/4*Nm. OM T!a• AIR., GAP --Im- .. -__. _- t IM0w/m W/o ®,07 (Ty, h LDGA- sECTION ®-B 1y � SEG IGN T fi81 PANp,a) ,S}E.F.R, A -A 3/3r NOTES - SMA 3J32' - ,' war. (1). DESWAM nF ccwcc-i(XM: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL a +-: S,a1tE TRACKS AT TOP& PANELMAIE PLUS OR IS- LONG AT BOTTOM WJ PANELMATES, (1) DYFXffrIQ%_QG.iEMS-2Cm0: C - 2 K44 STORM PANEL SYSTEM CONStr1NG OF PANEL - CPnt TRACKS TOP & BOTTOM. (2)- END PANELS SHALL ALWAYS BE CONNECTED TO EXL NG SILL WALL BY MEANS OF (2) J,EIO PANELS $HALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PAHEEMATES IN(, ff USED ,10�NTLY W1 15' LONG TRACK AT BDTTOA. END PANELS ($j SHALL. BE PROVIDED AT TOP OF SLKTt PANELS, SHALL 8E CONNECTED TO {2I W/ 1//4'w-20x3J4 5, W// 7 3//12" WING NUT OR 1/4'r-TONS MM. MUMBSCREW MILD iAPPED(EXCLPi AS (3)- if END PANELS ARE CONNECTED TO ROTTEN TRACK, CONNEC"AN SHALL CONSIST OF DESCRIBED I NOTE (1) LDWI. 1/4 A-20.3/4• MS. W/ 7/6'9x3/J2` WING MIT OR 1/4`.r3/4• MM T-LUBISCREW 3 FOR CAS N PANELS 1 () ES WHEN END A ELS AID USE JOINTLY W/ S INTO TAPPEDTRACK LONG (p AT BOTTOMK LOCATX)N OF FASTENERS MAY B AT EITHER OF TWO (E,. EXTERIOR FLAT FLANGtS OF END PANEL. JLOTTOM BU1 EFHI PANELS ARE NOT CONNECTED TO BOTTOM TRACK 2 , 1L STOP BAR, {B} . BE PROVIDED AT TOP OF SUCH PANELS. F. (4j. IN CASE THAT END PANELS ARE NO• CONNECTED AL BOTTOM MECTE {:TO A STOP BAR FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE CRRECTLY IS ONLY USED ID TOP) AT LEAST TWO ROVES $,iSUC � CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL MEANS OF PANEUAATES.. ONE WMRKXR PANEL SPECS LYWCATEO ON NOTE (3) ABOVE IN SUCH CASE, CONNECFOh Of PANELS MAY BE USED JOINTLY W/ TRACK ({.J, AT BOTTOM ATTAOHNG BOTTOM TRACK TO WALL TDING 10 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANEUVATES FOLLOWING $PAGNO SHOWN ON ELEVATION AND Wj 13 7/2" OCq�DJit CS) SEE SECTION 1', Y & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MH' EDGE DISTANCE. FOR TNFS iNTEPoOR PANEL USED J Y W/ V ODES Na\.141111/IAN, NOT NEED TO BE CONNECTED TOr�(�2J BY AMY MEANS TRACK SHALL-N57AAF.D PANELS (g THE LEFT & RKRR SIDE OF Bi1EROR PANEL) HAVE T %j SUCH THAT OVERLAPS ADJACENT 0�'L\4tiS,4..f:I. NED �.*3�QV \Y.By S '- FLORIDA BUILDING CODE 11i h Vt(ocity HIM Cont Zone) - No. 4 167 .. .4m T"EC . Wc. _ 20 GAGE GALVANIZED STEEL STORM PANEL P' a -, _ aAVArI tr: S ` STAT OF _ GLOBAL PROTECTION PRODUCTS, LLC. O7E 'e :':i'. I L E C O IN c �,f -. atm S.w. 51 s7REtt F nnP i 4�� .n. O !AN • \ q. s, ! NHI Aln' LAMS, ti 133t4 20-176 ei .0 l . ]N, - ,. iL _ WWbW:. n _ »rpW. lJ*`iA W-TO45, r- (W6.:wA rm hA�„I 1®Y Ms .r WSNAA N �PNG N. iN, kron 11, 1`1MtEA\\ if YXJS&ATuREJOFTC' KYiU P,E - 73 M 21 INSTALLATION Otlu6,.T[ .MCH,DPS �..,,. (ME ,`o Mc a u'It) m `•. A SHUT 1 ^:i f 1M1' SAILS --. 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MY_., .S ./,/r-, P[OMYm wrro IM Nt '�. 2• N 1, wn ,/4Y-ma/a' ED Ea_ -/ tAHIDi@tr Andros THMMI.1" mu r6Tf I ww'"" f ¢' i : AEatWWD 1. I,A46tlPWw {WE / �WFLPW mwTf .K,ab 1/4h r /rn,4-3/., ke. r1N/ St (fM � sO � , - = x,.= (� -- - j ; ,N ,PI n) - 2 - j + 1 INST• WjyirlP.. Q DlKa M UIMMG INSi. = .If NIs - wu w a s '"""'/ ��'- a (iw O'"WRO+I ON "HET "N "" HY]r s Ir Pi. WAtj�(QUNTLN I SECTION 3 SECTION 1 SCALE 3/4-,• SCALE 3/$-A` i -- Rj ((;YI,o+s/#• '✓ an ,. -3,{E, TO "�'- O I { F3T saP®IG.FbNs WEOA1.1pIK TaA I, / u5f W(�i "- LQ22 SI ' -i y ' E 9F NiVe E W 0 I f - '104, EUM TO CEILING MOUNTING INST. SECTION 3. SCALE 3/$r.1- \* \\L1\1iM111NN�N� " 4a A. rl/ A w. "'C/ BUILD -OUT MOUNTING INST, Sf' H 4' SCALE 3/8-H' 4 / q. �` �- i yyii � 3 t CAI 40POII 6,@'D W ,RM, OIL CONES NSULLl.10N TYR d+ !ML£r 23 (2�Ip}/i N� 4 ' ��iNEN •-' .- ' si' �"f �iF +,./ I I-5.M5. I--- "� I 16 I I T176 TF)P N &7*1b1 INnxP'Iaas CAN « INIY wAY m suw A N s N0, 441 tii s FLORIDA BUILDING CODE NI h V91xI Hu cone Zone © AN ? 9:, STATE OF ' ; .= kmm ' '• /4/ 20 GAGE GALVANIZED STEEL STORM PANELOw" s L-k.._.. i DE AIL1/2' _tVIEW fD . E:A:I 's.^Ae.<s Wr, lllF, to I <. 1•� F ' •, 1L EC O 1Ne GL08AL PROTECTION PRODUCTS. LLC. °'JDATE IN*4" 1 T ! OOMPANY OME, FL 1=I. T J / A Ma w, r ,r lr 4NwW4 a mr PNOIC (WO4)p9..7SW ra (0.)MR.W9] ' +er - fA4 m_,151 r- ,(MID m-1®, 20-176 O N-'. YYYY.. YN .I 84 M.J"ifRl:ttIME/DATE CM0004719 !" A rALtu A Tp1R X., P.C. - - _ _ - SI U) m , W CD _� O U) 0- Q a) U m O L_ CL V IN�/ '� W LLI = Q z z Q J I1 SHEET NO. SH 1.2 x �. 1 LIE r.rgn > ' 1 .7A• . • ...E11. a WI,JYW A.S.D.XS OEM E APR, T) I IN@x. PL/15E„�.TM IMMSIUDM aA55 TIDY (5EL ) COPANEL 7NDITION t0 .66.0 -751 1 ' 7 • x I e D OR LESS / i BOLTED ,'. 2'. y. ' W. 2w a 3w __ _ -660. -753 7' � 2 7 0 OR /a• LESS ROTEO a' a w BPL r ,/a._20F3 - S.S. M.S. a WI AT 40R PALE 000GIH MEASI�1Rm/TRW BORON of PANEL. ND,A/,�� a « L 1 I l . I Aw. . L' R S 1 . 4 � Is MAXIMUM ALSO DESIGN MAXIMUM MCN+0RS SPACING FDA E. O. ) 1/r - 1 APPLICABLE TO - -� �- PRESSURE I i MWLw PAT([ TAPCONS CA"K R1NED4.rz ,.. IO ii, PANELAK Milo ,SECTIONS G�,�Te QAIFM lLM6T1. .- (K} 10 cowArR TO CONCRETE TE O !,a coisanE BLOCKBLQCX m comeAER I OF THEM BLOC I 12• I NIA I 12' u I /A 1 12' N/A 12- I I N/A I' tr 2' (TOP) t— 11• ]- i 4 .D• ---I 3- — ' 5" 4• 5. A• 1' SBDTTOM)+ Do 1 12• 3' 2' S. i 6• 6' 8' 1' (WTTOM) 6" I i__ �- ER ES 1000 ++ 66.0. -75.3 j N/A F-- 1 7- N/A N/ A --- «-----t---- N/A ' 6 1/2' I NJA I NIA N/A - -_--. 4 112' NJA NIA 2 /2 - - 4 1/2' it• 2' (BORON) -- i iN/A j 3' TOP 4 70• ON 1L55 _ I � 2 I I_-._ / 1?' _ N / A _- 9 1 2' s / N A / T- 9 2 / ___� N A S BOTTOM 12" N/A 12' NIA 12• _ N/A 1 12' I NIA A' (TOP) 1 12' 6' 12• 9 1/2•1 12' 1 ,1' '. 12• ". (BOTTOM) I, UIMTEO TO 06.0 p., t. AS D. DES" PRESSURE RATING ASEE SHEET 26 fM ANCHORS TYPE a SP.CNG MR INSTALLATIONS WO 11gpp FRAME BIAL9111O SPANG MINMw THIS .NCIS ANO T IIP4MUY CODE DISTANCE ARE NOKA m MSCHEDULE.ULE. FOR TOR ON saEoaE REDUCE ANCHOR SPACING C.O. LESS ICAM IR ON SCt4 BY ,lo FDLLD FACTORS FOR BE SMl1WN ON SCILD TI HOTS OPCMS SPACING PIDINDM TO Ia BE PO6 SP.ONG •H SIRE W' m USPO FACTOR SNAP.. USING T SINGING 01FD HOTMOO RE LEA THAN MWwM SPACIIO F T MIDgAttO OR FALSN AN•N«I TYPE A ANCHORS tf1_E1r0 ANCHN M ve. V.'. Ile. 1 1/4'. TAPM1 POINT0 e..loAN[ aRX-Nr - .M. ,,Na,al 1eAOM0 _ ETA.) 3 3 5 ] 1 /] mu pmAwu 'crw.rl pP __3 _-3- a n n' - - -• --7- _ _ _ Na1211 LL 00K ommmm W fRlw /1 -- I _ y R - 3 , A I REQUIRES MRF DISTANCE BEYEEN BOTTOM Cf PANEL I AND ® TO BE. 1/2' -)MO.-Mo. <' I VI_ ++ REOU6SS MA.. DISTANCE BETWEEN BOTTOM OF PANELAND (2) TO BE. 3/16' 3/16• Mo, CODE (High Veloclfv Hurricane COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 112-I') - - __. _. IIIA25- (7OTAL WIDTH) ----. - - 2.tsr - - . _ ---.12 500' (EFFECTIVE WADE) - - I- - .193- 1/.1-2w/.• N - --250' - "'a" - S.S. STUD RNCIF6 "l 6 T/a' (TYP.} _ I F_ .37.'_-.. ,75• TO .NGLE f 6 1/4' ,.250' Uls, - --- .086' OR s IS i/r cc. - - 1 NA, tlC REKRSED) � � 30o' •.. _ - 1.350' - -. 1.350, - - 1.350' -. :1.500" i W' I 0 w J _. f L ' • I I ( I'_- ,-I -t w N - �. aea' .2L50"K . 3.37S- .. _. � 1 11 0.924' NAIL TIeCK 15 - \ i6J ,61 i' . 1.5W"t A 1 MEM4ED GALYAWZED StE0. • I 064' 9 I I E _ s EDGE ASAP AB53 TYP 12.OD0' .0s4' '• ' 0, r I •V. 1.Q15. L I so IM r GQGE60 � I 2.125' I CAVDGE oET1UL A 4 .- -A L-I.SW'--.-I ( )' AS 1/ w.; •J 1 ,ARM PANEL I _ . - -- — I t 3r5 '--, 350O - ,.350' - ocTAu A - - 2.000' - ' PANELS SHALL. K INSTALLED ALWAYS - - 2.38E - AATT END i LEFTO T SIDES GHT OF PAW G ZO "H" HEADER (3) "i TRACK (4) ANGLE WITH STUD f F TOP I= I « PW` ODN- (WTI.) .PARRY'S CND LAP -� - f - GALVANIZED SEER s,5• e.270' -"...- W/ NNENWD rw - ) e ; ,11 b . //%ram--'E R•f - wN,IEEt to.o5 / h KTo aJau, 1 I / •'4 / r %_ ,1 A ' ' .825 0.375• 1, lrtt 0250Y \``� /+ T�-~ T .07• ..625 I t I ',, I HEMI.m r .D E700' - 2.250• -' , I a -) -. _ ice' 'i'Dk PANEL .1\ -',I S+ OR a ISOMETRIC VIEW DETAIL_ A ; . 270- ,I. / 133.1 - ' 250"1 OF PANEL'S 9Sy'r '� ROUNDED CORNER C ENDS • Mh .0I]' ENO UP W/ HEMMED EDGE- IL. � 125' ---2.sze- _ ) 62S` (N. T.S) 375• K.www.v —'—• 2SW' i - 1 , EDGE «�'PNEL (j/'Y4AlIRJ 067• (B KEY HOLE WASHER1730' p77'(") ' 7-I 3105-HISA ALUM ALLOY 0KEY HOLE AT PANEL - ?50' -2'24' , - 750_ - .813, .SCE SKii 6 TOR VE LE0NA..I. LWRAigNS E StEM LETIGTI' 6- I'. - 125' ONLY MILT FOR INSTALIAT,ON$ INTO SLEEYE 2 1 /B" I (TVF) ...,� WOOD STRUCTURES I25D' s' (�) (_ MAX. LENGTH I,754'_ - ' -2.oW' - 2.000-S 75D' 193- - - - 2.SAS• - ,.1ta' /•� I (12'I 2.000- 4 ear ' \ (�/) 050. L_ ) 750' 250' HEADER � I t 'T•rP.) '' MN DO 5- Nos - ® SLEEVE 1" MAX. - xWo LENGTH s 10 ANGLE „.FHnNMAµ 11 "!w TRACK @ PANEL R 374' - 3�' 3m.:, B061-is ALLOY `NAA`a A I.11 1 /4" WIDEN , ...AA, rl l✓.p ••2m �;�, I T -..) i I. - ! .062' ; •�4''' (`HEN�Cw•' (USE ONLY FOR E-Z HANG STORM PANEL 3,T' 656' - 470- 275' ..- L .' "c • f = MIEN) 6Q63-T6 ALUM. ALLOY N 1 - ! MIN.- '; s 1.67" 000, N -t p '. , 14 86.0" r , : No. 44167 FLORIDA BUILDING CODE Non High VelocityHurricane Zone F ' ' --MIN a win. O 20' i ?. 1' * : r,. 's, F'ONMAN°•n 123' 41D'0 R1Y), IDOL 24 GAGE GALVANIZED STEEL STORM PANEL . 1 _ -_f i •' a ' 20T IE0.yQ•._; \.'' '�1 STATE OF - 2.000' - ) )) r- _ ( "� --- SET' SECTIONS - - _ - 4'N` 'y `� •., F (3F ,: ar/n/2vw ,__ . �� _�:QGLOBAL PROTECTION PRODUCTS. LLC. artSJ,_ 11;-.'s'. U.coo sr. 61 smrEt.204• AiHrMINe � lZ, r w� - w4F- tpMMRtA9-26W. r.'�icli96a)Mw-on, 20-175 - 1© BUILD -OUT 'F" O BUILD -OUT "F" TRACK 15 R 5® WASHERED WINGNUT - a — Oq,Kr w 7,P 1 rM41U 4 161I1 ,r. P.F. ,1-. TP TRACK ANGLE (LEAD S ALL01) PL QA /scIMT AE/Ourz `I, T aM181 91 *HVIT 2 OF le ' INSTALLATION DETAILS FOR REGULAR PANEL J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATE CONCRETE _ANCHORS LOCATION CONCRETE ANCHORS (SEE SCHEDULE ON CONCRETE (SEE SCHEDULE ON EXISTING POURED CONCRETE SHEET$ 9 THROUGH 10) OR CONTING PETS BLOCK OR CONCRETE BLOCk OR CONCRETE BLOCK SHEETS 9 TDNRQUGH 10) REQUIRED, / / R£WRCO. lERMA7E LEG / T _-_(Li CONCRETE ANCIgRI' EXISTING POURED -CD / / # LOCA7XX1 (SEE SCHEDULE oN !/., y - CONCRETE REQUIRED }5 ! SHEETS 9 THROUGH lob LZ; _ - / #i j �,. ' 1 i �^'-� f4 - MP -- N i,r �OIAD�DI a (- - �/2. 11/4- 1B1" 50e.P tjyx. MAX CONCRETE AAgHORS /12 1/1• S.S. rs R1 ,M _! __ e v +n' at. I I (SEE SCHEDULE ON i ' _ - I SHEETS 9 r4Roruc� 10) I F :I/r• T 1 1 I (/per{-... � 1 1 E.G. I-6*IV,9e 1/M HEAD sat ./ I i" Max N9• y •,: 1 1 I S 1 PAHE1. LEFW.iN 5dfy I I� / E.D.I - / ,. .S I E (SEE SCHEDULE CONSHEET MA I i (^, FOR SPACERs� e s ry1.t' // :IF I 1 7 I L..•• SEPARATION i/ tr 1 A f » W I r} I I 1 [ SCHEDULE -y T. GLASS. 1 O N SHEETS f 'E sC+ICDUIE I/•'.-Za`' E I "s' Iw Wq1 t10N TO GLASS I 1/,•.-m.,• I I 9 a 1D F r I I f LOalt oAI r-4•) __I " I S.i ,IaTs W 1 ON SKIT 3 .I. i' , ( I 't' Ma. -1 (SEE SOKOUIE ON .Q I ) 1 I i N a a _ ,SPACER PANE t SAL', 3l ._ 'I• Mo., I I- IVM WPn Y .. I E LENGTH A O8 WI, M6 M _r- M U. (SEE SCHMULL E ''j Mt6T, uQ r� PANE LENGTH 1 I 11 �'M' r'4'T 1 I 1 I MJ,I I t( ON SHFF1 3) I 1 1 (SEE SCHfDUIE ( .,/ ' ��,�J EXS7IIJG EII , �_"-' SEPARATION 1 --1I ON SHEET 3) -1 1 CUSS I 4 1 -11 TO I 44 (' 7 G. _I -- -- � _ _ _ 1( SCHEDULE SGHEMALE _ _ ,I i. - - SOX 1 L 50% ; W SHEET 3 !! I d OF Y' A I F �'' �% 1 1 i ( MAX MAX), ­1) ' 1 ( : (�' I GO pp I It r ' ,7 1O 12 1/2- OC- J .. C D " I f I 1 of L• 1 I T[ 1 !'.•. 3d1• 1 I I M- I 1 rEAn eat C � e �s a CONCRETE ANCHORS I CONCRETE ANCHORS M`�T EXISTING POURED # (SEE SCHEDULE ON (SEE SCHEDULE ON `____ [ -A i f ,� • EDGE O WALL OR SLAB SHEETS 9 n{RQ(/GH 101 SHEETS 9 THROUGH 10) - � ' 2 1/8• LONG MAX. ALUMINUM I CONCRETE 11�,_, REQUIRED (ALT. CONDngN) // CC. VALID FOR ...- : - _ LO/DSa•AND ]/!' [X lito; POURED CONCRETE Al DESIGN PANEL .A 11It CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. CONCRETE ANCHORS '' REQUIRED. OR CONCRETE BLOCK (SEE SCH[DULE OM -- j,'� t• MAX LONG ALUMINUM SPACERS O - - - - r p. - REOLnaEQ 5,0- ' t2 1/2. 0 C. (SEE TABLE 01 ON SHEETS 9 THROUGH to, SHEETS 9 a 10 ) CEILING AN�NG STAIDiMNTING WALL MOUNTING /DIRE�C�T NT WISPACERSn9 OR ULn�A SCALE 3/8.1" 3�li PALE 3/8-1• WALE '3/8-1• UM,,F,,00N IN,,,,A A: T!1!171_wrlr� DNA"EF `••• J F `s FLORIDA BUILDING CODE Non High Velocity Hurricons Zone • o. 44167 a PZem artm, .K:. 24 GAGE GALVANIZED STEEL STORM PANELPRAMV NOTE FOR COMBINATION OF_SEGTIG2(:'I. ' * . * ' * c InmIXI" E•D. - EDGE DISTANCE = a'• STATE Or -- ' i._---_ 1 L I E C O ENe. GLOBAL PROTECTION PRODUCT$, LLC. IWEE, (SEE SCHEDULE ON TOP ♦ BOTTOM MOUNTINGS CAN BE 's t. •• 0 y, - _ - MKG Sr 6I STRw y /` IDRID HAT • COMAKY yAIE; IL W'♦ SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY ' CC - /``' /•a4A Mr wKP. eFeoa n v.r 20-175 +.w pIH ,. 4 INSTALLATION. yy,_ �O • • • E A n-�-Lae r.. uFN nI_.SI. �, ,.)$ ' 76wA IM: IsS.I)SP a»7 OMNSNF No: 'N - LY�GaO[711 IN n1m@J% .IJSRAMRURE/D.T M wt10R A USER h„ 1W Y P-+N INRI 5 « 1e INSTALLATION DETAILS FOR SERIFS 2000 & 1000 E-Z HANG STORM PANEL t17 INTO EXISTING WOOD STRUCTURES h '. ,Ac SCREW3 @ e' D /♦ 4 w 1•-' _ . •/4'. ,AG S W#5 a C O.: W - /2• Mr IHWJ`DED PEN17 1DO I 'D E.IS NG WOOD ,LADE '.I -1 (]JJ' ��Y""l�n. ,I'..• ROOD .1tI1aH NFD"RED t/.•..AC SCAEw'S O 6' OC w a it, 1 - ' v, 'HREADFt I,rw R DON { 1 IErISTNU '� rw OR CH r= Lm '*. .m Pr CcR *U wool •X ALDER - - a, ca I fu,r 5rs _, �,w - nr . wcan IMEAD[R ♦-f I,..'/6'� T, S u. S I'N :Con1 ML I B'a]!]Y we«: f-� J .-. r• iA :AIL` •:I I 11. I;,qq , i� @`1' 0C5• D -I F i- '/. A US5 j�' 1a•P.s .FO s rAErs o 5' c C W� 1 •/•' MI Pf 'HR[A(XO PEH-RM f)! I@NDC fA EMD OF3 _ +�1-I t( (sE Dnul 'ria A _ ,A 6FOW) _ ,-�UBIrR.P1s.IT r r HEAo us. / T/e'nsrs2' ,+, (wvi yy r1TWT �' E',FRrQ Rro) ` I:, XF+ ;• alsTNc wood .N[AO[R 1 !I'{L.NGTT , _rsEE ocTN_ , J2I3/+6• i 5) -_ POP RNE, I I @ .vwq,H 0. EVENT 4 Ca•lftMtl' SAPS 1 B LNOTE ,A OELOIY' - I ir2® ! 1 em,e 7t v u £INa Or 'C i. � //J- !AEGL f Jt' I - P B' Y ✓ -i jji 1 9/SB- YM a•..20.1/,- SIDIMFAIION - 1 MIS w 3 i l/ fY d N SCNW w! riB'r,] ']'' l < N It NOTE BELOM _:I -/"'I_ ) V gPir.. 'KRONOR ECU, IMCCr '1,' f __I.__�_ - - _ ' - SEPARATION IS 2.7/i".- 9 OA. MS wi Tfe e.3r l,' "0 WAIL WI e T 0 DIAS.S Ir,M•...1/]2' i NG N,• O � T N4^ @ ,2' Ot - }} ---'-`t: G 1 2 1/e• Yv, EVERY OVENW I Er.P, OANIRAP I p —SE PAIN,K,F, Z F. N R 5C Ew ,ja'e 20'3/M' Ur 1 w SL w 9 .. 'S2 l r ] NIT a •f' u 4-' W RE wr .. � tl" .+J 32" z - y(g C`R ,N ^ G,ASS . I'MNG MPT U'E3AAP N / UAW:. / HDV e E`.Ep 6 I 7 /, i 44 fg ppDQQbt"p:AP X2 �-.-� aY i g iS z ' {t . g- _ 1 _ � ) ( T I i 1 7 i i ,- I S 4 �i s A 1 L -TD.] . /' N )• T e'..] i " r -/ / 3 Tpp 9 ) r e : r� ' �, 3AL 3 1 `8 �� - 13 N HANG .R @ IT' G4 III I I i ,I A_ 1 1 •j 1 I 21 : T�--�, ­ I - . . ; I i I 1 s E- 11,' t/M' � w O ' PAN[:Avrz MM X a R L 6 4 t4w''O�' ", n' 1 I`--- J ] 1IN1 9Y IEL C N/ a;;iMr'L W w 11 PLUS I 7BNn >H,7A,,D I CIO`". - _ V''.. - i , a•w-2a.3ja^ N.s. I _ _ in�J✓�tREW (SCC N9TE ,A NEt:hYj. 1 I !/a'I MG SCR( @ 6' GC M/ , I `- , MAn MR P PtJNE'DRA'!M,@ t1 i •• Gr _ Lin i, 7'•4' ' ((�� .'CAT Af IRE HOOP W D -L� I "�" I ,/a'._ .3 a' N.5 1c� I T/ P T M N� N% 7rB°wxl(]2' HANG j(j1 Yln •.. A`4n 1'1 e/4•.-.'Q.1/1• Nqi ,7:a 1 7nu;L'NAW iSrF NOT 11 f, i 3. ♦t R ! wPMO H « PA'R S@,[1 ZOUD . 1 P P u.. w 2' 1a- 0 PANEL I' 1 ON A OR 4DOL •-F .'. .2 yG OR I �� ] a' r1a ,. aEL AI. I . . 'Os i b. 3 W 6 / f s d IP J/52' _ 1 SiB• M,n PENnR♦TON @ 1;f a�w-J� If _ ` M4scai2w�(sIE NaTE Barsw ) -'b TRH: N. @ t1. OG i E.ES DO] '"'" ,/,'. :,G SCR(PS a 6' Or W ( Ca„ 1/,•. L. CREw6 O 6' CC W Mn (2) i'..' *0011 PLATE ++"�+�+ ALTERNATIVE 2"W -1' Min1 '/i' Nun ItEADED PT1T1R.T;ON LM ,,2 2•r.'. ' 1/[ Mi. THREADED PENETRAT,LIN �AIF @ uT RD,N a nun !CALL C,RF` dL1RB.taiin• ihst� DC, "W SCALE IJr•^,• HALL T`..• WOOC Pu'f p.GJWR, rLAr w x. Prpo,AE:, cut [N DN EDgE ALTERNATIVE I SCALE ,/♦•-" I FLOOR TO CEILING MOUNTING BUILD��AI-l��O•rU��T��� �M�T�O��r,U�N�AN1TING .18,ilC,A.t.CC1Y11 5l4TEiJ NF,A,IATONS ARE glrL- tl,:I FDR BI"'Dw's w H .>U DE51�.A ° - 66 D,,, 15. p µ0 PRNELS UCIN,t1, JP •C • Irv• D4L`$ INSTALLATION _ ....irM.1NINr., .W AA T1 rr E iYE 3 ALTERNATIVE 4"W SGE '%4'-. i CR hUw *DIN BANE _0-_5 'I.TgN OOP': .IAASE = 10 BE w"HERN PW- { R n`. VIA, •.•..... - c/r ' �L E 1 Sw N- 2. w/ SPECT' 0C%S0Y OF , I+ OR EM.A ( _ �• Q',••'' ✓ Se ' _ - FLORIDA BUILDING CODE (High VelocityHurricane Zan*) ,IT 'A- SFF SRE i;: Y_ATtO NU gf'}tIKIAET'S iWt :I:P :,r $,On 6M ER7 HAT ,OP 45 WELL m PANEt ['} CDNK.c-- O ERAS,:, (3T r,M rT AI QGi� . BASCD 'ON _ No. 4 � #'. IF w0f4^ 1K - -E e�,-'- 120E TL'Em. "'F 20 GAGE GALVANIZED STEEL STORM PANEL IF — o' IOW OP 2DOC SE -a .V3,1LATX" .!P{ M tT 1 aeo"I" STA OF. � r 9'• f P - _ - _ _ - / I 0 """/— GLOBAL PROTECTION PRODUCTS, LLC, .TI MgtE TIDE t31MIeWTNI,t Dr sr 'a Macau ALTERNATIVE TOP An R WOOD ♦�.r(�, (0 D \ j r 7 ' It> -�'10"L INc ILLT TESTING .BOG iw 51 SIRECT .A. COP 4 6DTrw YR",MNTWOS GN 6F I.TDUBINm IN .NY .f CONDITION ! AHGlNO LIY�TION "', \� { R 10N L E• . yT1 %' imNWM�C ICRINL t µY I D31•• w ma , .r P TIN[: Nvs T."_ s.1. - 1.10.1_"st 20- 176 .-• war iJ Sv11 - "STALLAWN 3CAlJ: I/4• - 1' NIIII. N.AU•A ---. I .H., I .- . (rR a„- , N G-4M06D ry CwA.TNU r. N 'F SLIMIT TRK.'S NDt SHC- FDp C,00ITv SG.td5aM.TUAc/fwT WADER A TALI ;,., Pf. ♦.16T SN«T 2E O M SINGLE P M LS(b �OIWLlyel�lYLO STOP OR BOTTOM _- WITH TRACKS i210R(8 * MAXIMUM PANEL LENGTH "L+" OR -L-" (1i.) O MAXIMUM A.SD. C04MM tr NOW PRESSUlTING R6TMLATIONS t_ (PET.) (4 OT -) L4 L• -- no r2' 0• 12'-O' ?io I?_-0_ O .Ta_ II' a -b' 10'o.-9' J3.0- 10;-r0 101-0_ - _- 400 10--r. 9'-I 07_4• s0 8'-9 500- _ 9'-, a.-4 53.0 a'-?-e'-o' and a' J I.,. 65.0 e'-0 Y_4• no 7'-21 r-0' ----. 750_ 77 5 ____ b 10• Sao 7'-? 6-7 e- - 6-3 - 900 _ 6-9 B-2- 05a e e_--o _ 100.0 _P 6 5 5'- 11'_ 050 _ b -J 5:__! .. Jiroo s'--'• r T50 -'- b_O•--- ---1,96 - i•-$, 3 cML21F PANELS 1j BEEMAIWO AT-LAO END WM1 TWK3 4, L`�AJ 0 A CZ OR D.M., 20, ( , ( mBFSI jI¢UNTED AT EACH END* MAXIMUM PANEL LENGTH "L+" OR "L-" (ff•) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATING CONCRETE a WOW INSTALLATIONS 'r 20.0 11 _4' rJ -a. - -- 25.O_- _.__ 7 10' 11_--7- ___ J0.0 11 -e' 10-r .0 0 9 -6' !:-2-' - - 4s o 50.0 -550 -_ -_- goo _.. 630 .-__ 700 _. - s r' e a J-.. R 0 _ 7 - - 7 3 ] 0' e 7 2 .. 7 9- - 7--3' -- - 7'-2' fl B ' aRP 95 0 _.-_W0.. b 3• 7 a 6 9 _. 6 -J' .. e-1__ 930 3 10_ -a'-?" S 4' --�J0 ttOP 6 J" - - 5-,' -- 1150 --I-B•- --- 4'-10• - MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM µEl LENGTH WIND SPEED C ITO ._I, ,I I WIND SPEED I, 170 P. P], I ('n) UNRESTRAINED' _ RESRANED JUNRESTRAFftED' RESORAN0 3a OR LESS 1' ,' 6- 6 1/4• ,33 TO 90 >90 t0 1.5 - —+ 1• 1 " 1 7 1/2' I ] 1/2• >tq m im„ '.-__._t.-__T_ _ J 1/2' NIN114111A PANFI I FNGTI4 Tlnl FOR ♦ GIVEN MOUNTING CONDITION 2/4 1/4. 3/4, 4/5, 5/5 h 6/5 L0 AJVC.gRS (SEE SCHEDULE ON IW/6, 2W/6, 3W/7 A 4W/7 -3''SHEETS 9, 10 WO'' " - 1- MIN "- -. - �_- _ -.- -1' I IDYL a FT I I - I:- -I -__--1-T .,-I-_r_T.---Ir^-ZT r -T-T-'- , I`1_� - i I ®' ®Or Y..AY I 7 ; f i I ; I i . i i ' I , i 1 I 1 , I I --1 � -ID __-.1 -. . - _. _- -,- -.. 1 , I j'�` l !I I I I I ._. - - 1 1'i 9 A' I I 1 l I �A 9 I ! j , � I- �- I- - --- (PANELS I r i UNBOLTED PANELS : I I .BOLTED WJ 1/N-20xT' s (SEE SECTON$ AS SS. M.S. BOLT W/ 00 EA OVERLAP 9 . (APPLICABLE) I I(SEE SECTIONS AS APPLICABLE) , . I 3 .+� I , ; I I _ o 3 D.M., 3 4 ! I - . _ t- ---I -i �O. j -- @1/1�;7 .r® -) IO� 3 W1k 0:1 +Oi O O -,.. _ - -,. T• MIN 2/4 - 1 /4. 3/4. 4/5, 5/5 R 6/5 '' MN. 1W/61 2W/6, 3W/7 dE 4W/7 - - -ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 a11) REGULAR $TQ � NEL JI) ELEVATION 2,687' N.T.S. /4• Mon GAP M (MIN O.FTIAP -I N/QE IXIM .-- . I 1.5'X1.5, ' - I 'i' }ROOK aJhD-OUT TOP OtRECi •n' •U• -r .F` TREK NOUN, I MMFADFR I HEAPFF 1 +WG�LE TRACK I tE OSRfS c - ! DIRECT MOUNT 46' i 32- ]2' 3s• I 33' 1 50' I 50' .- 5 -- - _ - I 4 4 YT.S' STUD ANGLE S +'i" TR4OK -. -- 35' } 55-- I.. 32• 32' 12• I 38• 32' 4?• -67' BO' _ 38• 60• w s ' 50' I 32' 52' 36"60 56• I Sa• 50' I W 32- 38' 60' S6' 56' MAX. GAP ,` j SECTION A -A � •', �i (I) L+. IATIILM ALLOWABLE PANEL LENGTH FOR A GIVEN POWNE ASD DES04 LOW L-- MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NECATNE ASD. DESIGN LOAD. (2) PROCEDURE t0 DETERMINE MAXIMUM PANEL LENGTM GIVEN A POSITIVE AS.O. DESIGN LOAD, DETERMINE MAXIMUM PANEL LOOM ' FROM SCHEDULE FRSCHEDULE. .GIVEN A NEGATIVE ALSO DES" AD, DETERMINE MAXIMUM PANEL LENGTH %- FROM SCHEMA[. FINAL MAXIMUM ALLOWABLE PANEL IENGDM IS EOUA TO THE M NIUM DETERMINED PANEL LENGTH S TWEEM 'I.• Am IL (3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY OOAtffrGtIDN. r IM5(ALATIONS INTO 000D ARE UAIRED TO 1 95 P.X.( MAX AS.O. DESIGN PRESSURE RATING .M ASE81 9, 10 A, 11 FOR MAX..S.D. OENON LOADS a MAX. PANEL UNGNNS FOR * : 0. 44167 ', bzom 1Xr[ta ec 24 GAGE GALVANIZED STEEL STORM PANEL �,y''a,. ,O' - * -- / °] HATE IL�ECOLNG. GLOBAL PROTECTION PRODUCTS. LLC. .p - ;F(c '''x,Ss ORID►' •-'0,y{r'%.j,�iO�v "Mu rm „aML ..a.so mq �wtilMI,cr, 175 2DAMIN,ft "• \ ,,(� NAk-£L N- PW'a � - MCA-OOOe11P h4E. (PbM)---. IAAL (M.�IP'67fn - - ,,; NI/NI4�1 ,1RSAD % rM.to1 A l,L1i Y_ ,E ..1 . 3 NY le INSTALLATION DETAILS FOR REGULAR PANEL t1; _ - INTO WOOQ STRUCTURES _ I I j _ I V. , __ I t..__ - IT-._.___.-._-,j. f SEPARATION r..-_I _ T) I i NN- WOW ANCHORS TO GLASS- -I{iI { (SEE SCHEDULE ON } N'•-2I•r f (SEE SCHEDULE { I ,/.-r-Zm,• { I SHEET 11) I �;' 6sjlrX rsAo eStTs 1 -.. _. ON SHEET E 1 r.—.& ,"�� R9 w - ' T" (face. o4T+ r-s'1 IE( i 1 Ya 1 1 j i T Ex,snyTr+-i i P .[" PANEL LENGTH WOOD HEADER_ 4 � ,r' I. j WOOD ANCHORS - i i i GLA55 1 I 1 (SEE SCKOVu REQUIRED j) ' ��- _ _ I (SEE SCHEDULE ON I i 1 A L -- _ _. - ___ _X1 S ON SHEET 1t cOR '? SHEET 11) I I i { SPACER i r- ­, I 1 � t .-_ 'N/2' i .. j i] i _I I L�ENciFRN-_ i( ''.1)I%wbTY. 2' 2' I I EC I _ I 1'F REEACER I _ __"I NHI :. Nin _ .., 1 'i II - --___ I I IM (- L 1 1 EO I yJ 1 r-y 1 t_��I I i 1" MAX. LONG ALUMINUM SPACERS O 12 112' I' ®O.C. -.� (- 1 " - i (SEE TABLE /1 ON SHEET 11.) J 1 I I I I, I wn I y_ 1 SEE NOTE. •• BELOW FOR LINEATIONS ''OR SEPARATION 411E 1 ) 1 -L' 1 ( MAX 1 1/2' LONG SLENES. TO GLASS. {� I PANEL LENGTH i {){ I tI PANEL LENGTH 1 i (SET. SCHEXJtF I (SEE SCHEDULF 1 j I q (SEE SCHEDULE PANEL MATE -EMALF IO OR PANEL MATE ON SHEET 3) ' 1 ON SHEET 3) 1 I I I ON SHEEI 3) - I i Y i Y 1/r-r-Zwl• 1 I E ! I PLUS (SEE SCHEDUM ON SHEET Ill F isS -- -. 1 I j i lAuaw i um 1 1 I 1 ^ I ( (m ro R PNIM SEPARATION I I ' I NN011. aQ r-6•) EXISTING 1 EXISIIHG 1 -f REQUIRED `/ - I(A55 -1 !" I I GLASS (SEE SCHEDULE ,.� 1 d s -� PLATE 1 ' -I.1: J i ON SHEET 3) I ; DIRECT MOUNT W/ SPACER §A 1 I ++ ! i * ALTERNATIVE 2W' - f t ; ; i I s I 1) ' iiii I IT Q5A SCALE 3/11-1- [ SOX , . I ( O 12 1/T O.0 SEE TABLE 01 ON SHEET i• FOR MAX. PANEL LENGTHS a I I 1 Or L. rO I MAX. AS.O DESIGN LOADS FOR MS INSTALLATION. v. C� _ 1 -_ ( 1 I i EQ 1 1 3 I I -. _- - -- -- - -, i WOOD ANCHORS i III * m : 'i ' T -.. _ - EO ! J 1 I�, STAGGERED W/ STUD 1 .:L�-.L-..._._.. • I I: (SEE SCHEDULE ON SPKDR M HAY K 111r LONG @: i SHEET t 1) i (') "PNIATIM IS Leon 10 A ONE i merr WILDNM NRH IS.-O. I -O *,lam: _.�______. I , MAX WA4 ROOF HEIOR ITHO Is A w"Ricnal ITgIM ARE 214' WOOD . j�j I I I OAD.e''IE1Or/ ILeRXRY eNOGIm ON 1PIILT "). PLATE REWIRED WOOD ANCHORS { j i 1• .ALL 50-APATON tO GLASS INaI2n® II ?'.4' WOOD 111 ' I.•. STAGOERED W/ STUD OM SIWEr a HAY N AfAUC® t0 I/4' AS { PLATE REWIRED (2) ANCHORS GONG THIN RIMPONall N OAFE WARE rowE el OR I (SEE SCHEDULE ON I ION_ AS TIE FaIDNPO CONOnOINS AAF _ - i PANEL HATE PURL SUAL K 41AM MAXIM AT a tle 01C. I - SHEET 11% i COP1iD 1Nne TONS B A N0MOM FROM 12 1/2' O.G ePAYN6 410m ON i (i) 1NANMW ASo aEON PTEffiVRE SHEET 6). �..: RATING IS -80. -46 ;­1.:. (a) WAL 24 cam PANEL LDQTH a Lee= M M' A `W`ORIAO . ) (s) M.D*AM 6roRM PA„G MDrOrN IS MOSOWIS � ) "WIN UAIM PRIM Un6n0 ALasto ON WALL MOUNTING ' ALTERNATIVE 2W '' (3) BMW PARM WP, AEON 16 ONLY (4) 1 112• LONG swag c01PotOrt PIA MMML BE AS .QGtRo ON SCALE 3/8.1' SAW 2. IOMLIAIWN Or 1 1/2' LONG 1XALtR arts (TRY ALTERNATIVE i W INTO AN Ol6TNG WOW rRAE WALL VALA FOR e1Ma 2OES 1. Y Me 3 As DUERRW M ASTM I E1 1 Cow Mq M soya t7N1 E«1TN) Or THE rEONIOA SCALE 3/8-l' (4) "PILAxim WMNO ONLY rd HAND I f2«b 1. 2 a 3 Rol .S`W E M44N ER�:.T _._. --- .__ -- -- ...--- - -- - -- ,yip? " ' •• ✓ MODES @s \CENs� '. Z FLORIDA BUILDING CODE Non High Velocity Hurricane Zan*) 1 INSTALLATION ARE ONLY VALID FOR MAX, A S O. S 4:ZGX, WOOL INC. ". ' Na COMB( 441 N42LFS)R HA7tOM.�.5ESD4M5 67 • - 24 GAGE GALVANIZED P L IZED STEEL STORY PANEL ' r _ I PR T .D AN PANEL LENGTHS oA.KK a. DESIGN PRESSURE RA NG .p.s ) D NEL LE GT S : * ; - * * . 70P h BOTTOM MOUW!NGS CAN BE .AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - COMBINED IN ANY WAY TO SCAR ANY ALTERNATE 2W'} ?�I•, STATE Oh-"� _ //'�sA Gz12T12om "_P / IL ECOINI. 1� GLOBAL PROTECTION PRODUCTS. LLC.; DAM _� INSTALLATION S -e -..,lOR)Df''. - purr TSroMo a SHOP cowArr I Mem s.r, s, smn 2. FOR HEN' WOOD FRAME CONSTRUCTION: WOOD 'y Lr'Ss, a. r - — wmq n n,q O.ME NL 11A WHIT v I..- arP,n^.AI-sr'-10 PHOHL. (wmI 1-11. (r6a)w-6»x 20-175 •s/( ,�•` MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC —.,nueo NMAP4: .M DENSITY OF 0.55 OR EOUAk.. ANIM C♦-Gmsz1. ,srr. ..r .. - r/LTUT A TNIn Y., Ft Y ,>-+q /P I" HI 7 SILII e « II GENERAL NOTES I 111MIn clef efine @T; eAae.P A _z FIIMa _A'WIrA eAllfl a7. (JL':IId C) LU O_.fYQGU._..MN. SPEGf:S LdAYIiY�._.=9.55_WH.. I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE ,/4-e TAPCON ANCHORS, AS MANUFM" TUREO BY I.T W BUILDER, INC WTH THE 2020 (7M EDITION) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH 014-10 P-ATE FEMALE tO AND PANEUMAIF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS VELOCITY HURRICANE ZONES (Mwn-,tWf / BROWARD COUNTIES) - 1/4'. LAG SCREWS PER NI)S P R FOR DESIGN WI IN 7 TH MENTIONED N D C A W$!L W,ND _ D NO LOADS SHALL Bf DETERM fC AL PER SE, ION 609 O E ABODE E 0 E Wi. 0 Y r I P 1 ♦ • B• SH AS D RBUT BY DIM S/'RfW Bpt _ TT r c s/ wW0 Bu Nc. s ED ALl a •:FECAL c R :H R PAN 1. R A FACT "PEED AS E1hNRE0 BY E JURISDICTION WAKE STORM EL W,LL BE NSlALlEO, AND 0 UIR(C IONALJTY OR FOR r K . r TH 0 O 5 USING ASCE 7- 16 AV N %- C MAXIMUM 4S 0 DESIGN PRESSURE RATINGS IN Si. 1' 1• t 1 , ' F( 8 , 0 SHAD 0 EXCEED DE51 PRE RA C•CA ED ON EFTS C MIWNVM THREADED PE NTO Wttq OF TAPrQN µCM7R5 S ANO 7P ELCO P.NEtAMTE PLUS [ ) ) EADED M SHALL BE , 2 2 L E it; 3 9 DERV 12 a ,7. 18 AND P I 0 ANEf.M♦lL FEMALE G N R T�I RI4Y I I tl P T_ 1 TIDE VE HE ABOVC CONE ON UL ANTE DESIGN wwa LGN1S CCTFSWINfO ER ASCE 6 S.MLL FE :tRST REDUCED f0 A.50 DESIGN PRESSURE RAIIRG Sf MULTIPLYING MEN BY 06 IN ORULR TO COMPARE THESE W/ MAX (ALSO) C 1) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHAD BE 1 1/2' NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 NAIJ 12 a 17. IS PCNETRAI" INTO STUCCO SHALL BE CONSIDERED AS PART OF THE WOUtRED THREADER PENETRATON IN ORDfR TO VERITY THAT ANCHORS ON ,HIS PE.D AS TESTED WERE NOT OVER %TRESSCC, A M% INCREASE IN A L LWIABO I STRESS FOR WAND LINOS WAS WT USED IN THEIR MLAFYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C 11 WhIMLW EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INUCA,EO IN THIS DRAWING AHCCDRDOYCCN SCO2D08AS 1/4* STORM PANEL'S rN ACCORDANCE WITH 1600.1OF C4/ MINIMUM PEN NC SHALLW 9E 4' .--10 SCREWS USED SNAL ` 1/2 ID+G MINIMUM IMPACT AV(WIND Rfa'.NCEHAS BEEN VERIFIED AOC uAEY TOR MWMMuMQ $5L6 NrwNNCD . 1 Au WIN NO STUCCO PER AMEICAN TES lA8 0F SOUTH FLORIDA REPORTS /Oe,4D,_t„ wD /1s.02-as AS 5NovLr sruCCOREOXRNFµDO 1 P ,-T PER f - 9 ATM - STANDARDS AND AATIONw TESTING LAH SOU H REPORT 1,?30 0 AS PER 55iD 2 9 a $ C 330 02f TAS :0` MID TAS-201 PROTOCOLS, AND A5 PER CALCULATIONS PER=ORNECr N /K;EOMIDANCF W/ SECTION '6W QF THE C 5} .N CASE nlAf PRECAST STONE. OR PaE1:A5, CONCRETE PANELS, STUCCO OR W000 BOARDS BE =OIJND ON ,LAID EXISTING DAHCF WALLANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS I rIORGA BUDDING CODE ANCHORAGE SNAR BE AS MF.NntlNEO INC 7), C 2) a C.a) 2 AL-. ALUMINUM EXTRUSION: IC BE 6063-15 ALLOY AL' TEMPER (UNLESS OTHERWISE NOTO) SEE SHEET 2 INSTALLED F NG lH 'TNMANUFACTURER D' ANCHORS SHALL BE O(LOWI ALL O E RECUMMfNOATVNS AND SPEC6K'AT..) S (# THE ANCHOR'S f1 J AIL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE JtO5-HIA ALLOY B PANES MAY ALSO BE INSTALLED HORIZGN'TALLY FOLLCAWNG INSTALLATION DETAILS SHOWN ON SEr")N i THRkRICH 6 (SHEETS A i ♦LI SiEE. SHEET METAL PANELS Sw1 HAVE STRICnJPA WARY STEEL. A,M A-653 GRADE BO41NMUM. GBL7 GALVANIZED HRW:H 5) t:XCEP" THAT HFADERS trSHALL1 1NOT BE U5C0. $RUED UEVGNA'ION w Y 9' km AFTER ROLL / 12 ( LED). 9 T SFWL Of Mf RFSPONSIEILITY OF THE CONTRACTOR ?0 VERIFY THE SOUNDNESS Of THE SRUCT'RE WHERE SHUTTER 15 i0 W ATT T N R P ANCHORAGE fi Y ATTACHED K W AL STREWS 7U RE STAINLESS STEE1..}Oa M 1T6 ANSI STORIES OR CORROSION PESISTANi COATED GMIENON STEL AS PER WN ACHEO O SV E PRO ER C ORAGE THIS SHTJTTE SrUll ONLY BE ,.HEE7 r0 rON[PETE. BLOC WOW FRAME 500,8 N/ 50 Mai YIELD FIRENLTI4 AND 90 I.,i TENSILE STRENGTH AND SHALL COMPLY W/ r10RIDA BUK.UNNG COLS SECNUN BVROiNGS 2.111s., III EACH REGULAR STORM PANEL WTTH LENGTHS OVER W' AS PER SECTIONS 1, 2, A. S. 6 AND ALTERNATIVES IS, 3W tr 4W ON SHEETS 4, 5, 6 a 7 AESPECTNCLY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO E BOLTS TO of ASTM A- 307 GALVANIZED STEEL- OR MR 4'34 SLRTES SADNESS SIEEL. WITH 16 -1, WWW0, YIELD STRENGTH SECURE PANELS WITH APPLICABLE RONrORCEMEN7 DURING PERIODS OF HURRICANE WARNING N w CT10RS TO WALL S'W1 BE AS FCALOWS N� T •- , r K L H T R T Hir A, r `i 1 11 THE �TAJATgN CON U(. OR 5 0 SEAL/CAUL ALL > V IE NMPCNEh EDGES W .VI PEEN N 4iXrithu JVS •:ANTE Yn rI THE BUILDING TO PREVENT WIN:/RAIN INTRUSION ,♦ i X, µ IN A.LATION SHALT CCHAPt WR SPECS INDICATED N IS DRAW: PLUS ANT BULONG AND' LOAEJN: RFGVU( I)Ni APGOFI ANCHORS AS MANY ALT DEED B .i BV;.OL TN E 5LNG 1/4-0 T AN F 1 T 1 W -X IM Min ",­I-9, _ THE t < RMtT APP TO _ PRUNOEC BY F .R _0,. �,ON WHERE PE 5 LE UVIO T�4 K-I I E O .. i e' CAL. N ANCHORS AS MANUFACTURED BY DEWAL NC - 1/II . •.- 1 T I PD'M -CREW T tr 1Y CO SCtIU-SET AWCHURS, A5 USPoBUED BY AL 9OL SPECIAL .. un DT-lr �J (N) THIS PROD)R EVALUATION DOCUMENT c ( 31" P ♦ ..) ( E D 1 PREPARED B. Fr11S ENGINEER :S GENERIC ANC DOES NG^ PROVIDE NE{IRMAtKNN FOR A 51 , ECIC PROJECT. • NWH ERE THE 5 C Cn.y0RIONS DEVIATE FROM .THE P fD ,_ a r r R T T= a 1D PARE MAi T AfN 4 ANCHORS AS MANUFACTURED B ELCO CONS'RUh ifXl PRLOUC „ L E E7NAtE IO tr EIAA tE PLuS - 1/4-0 2AMAC "LIN ANCHORS. AS MANUFACTURED BY DENALT. INC (w, CONTRACTOR TO RESPUNSTFOR aELECTKN. PURCHASE D INSTALLATION INCLUDING LIFE SAFEY ^F Mle PRODUCT RASED ON THIS PE.0 PROVIDED NE/SHE DOES N07 OFVU,tE FROM INC CONDITIONS OEINLED UN TH,E DOCUMENT Al) MINIMUM EMBEDMENT OF 1APUON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- 2- TOR ELCO PANELMAAND CONSTRUCTION 1AFETv AT S;TE IS THE CONTRACTOR'S 9ESP014SOLITY 3./4' TOR ZANK NAtlrr ANCINCDRS. ' NI P ICS TI WILL F NNV If MODIFIED 5 RODE NALUA DN DOCUMENT LL BE .ONSS)EREEN ALTO MOP ED A. 1 7 I THE N7 , 2 CALL � MI tr SOLD -SR ANCHORS SIIUJL BE EMBEDDED 8 VAN() E F'OVf1EU CONCRETE NO EMBEDMENT INTO f I ' 5 M^' 1 a' SHALL Bf 1 I '" LONG MINIMUM H CO 'AI)"5 r STUCCO HALL BE PER 1, EL / ♦-20 5CTNEM"i U5)y L /1 SHOULD STUN: L (Al SITE $PEUfX PRWEf,'S SHALL BE PREPARED BY A ROR1p. REGISTERED ENGINEER OR ARCnrTECT WHICH W1E t)E.WF THE ANG I' MINIMUM FOR WALLS WITH NO SILCCO, AND ANY BE HEADED SCREWS OR ALL. THREADED SCREWS W/O HEADY. ENGINEER OF RECURO (E U R.` FOR THE PROJECT MO WHO WILL BE RESPONSIBLE FOR THE BUT WITH WINC NUTS PROPER USE OF THE E.0 NGNNEER OF RECORD, ACTING AS A OE FGAt£U ENGINEER TO THE P,E D ENC,NEER, SHALT. SUBMIT TO TH,S LATT.R tHE SITE SPECIFK DRAWINGS FOR RENEW A3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FON;ND ON THE EXISTING WALL OR 1LOOR, ANCHORS. 1 .1, BE LONG ENOUONI i[1 REM.H TI+t MAIN STRL'CTUIRf OE.HND SUCH PANELS (el MI5 PEO S'A BEAR NNE tTAt[ AHC OHIONNAL SEAL ANTI SIGNATURE OF THE Pg0FE5SUNA µCHUPAGE SHALL OF AS MENTIUNED IN M) AMC IN A2). ENGINEER OF RECORD THAT PREPARED IT IS) 1Q_LgiT0N9 SQhCR01_UUDGK_'8A",AF G-YO I4 SHUrIM MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/a- • TMCON ANHOR AS NM:uFAE,uAEO 07' I T w BVILfiEx, INC PANEL SH'JTV`R IN AMOROWL•E WITH SE=, h 1709.9.2 O' FLORIDA BUILDING CODE ONE LABEL - 1/A• • . 7/8' CALK-M-ANCHORS. AS AA:NUFACttfRE: BY DEWALI. INC SCULL BE ILACECD; rOR EVERY OPENING +A@{liNG Tr) COMPLY Wares $EC'TON I70993 Or ME FLORIDA BULGING CODE - 1/a-. A •/4• SOLI) -SET ANCHORS AS DISTRIBUTED BY ALL POINT SCREW, BOLT tr SPEC4L'Y , 0 f 14-'0 PANELWTE FEMALE IO MO PANEUAA-E PLUS AA:HORS, AS MANUFACTURED RY ELCO CON", UCT;ON PrNOA4i`IANI10111I/A2 ' - 1/4.. ZMW NAF UN ANCHORS. AS MANVEACTJRED' BY CCWALI, INC A:.T/t!/)•';E. �?`LtER 'V�CEN, `--.!� B') MIMM(:M EMBEDMENT OF TAPCON ANCHORS• ELCO PANELMATES AND ZAMAC ACUN ANCHOR, ALTO THE FLORIDA BUILDING CODE (Non High Velocity Hu icons Zanl ) BLOCK UNIT SHAU. BE 1 1/4" : , I - .. .��P�"i ,44 67 � _ .TP20 alcm ..c 24 GAGE GALVANIZED STEEL STORM PANEL 6.2) CALK M a $Q110� SET AJC'URS SHAl Fk EMBEDDED TDB' INTO 'TtE CONCRETE BLOCK UNR. NU +�}�aFJN'r = rn,.H ar STJCOD SHALL BE PERMITTED '/A- 0-20 S•AM USEC SHALL BE ' '/2- LONG WHIMUM SHOULD STD€O EXIST, * m/z1/rp2o E'_Il'�P"'N` ;�� AND '.' MINIMUM rop WALLS WM4 No STUCCO "O: STATE F . .1 \` LOBAL PROTECTION PRODUCTS. LLC. ILT E �R ,9'. / B ]) IN EASE III' PRECAST St ONE. OR PRECAS; CO[:CP.En PANELS. STUCCO OR WOOD SCADS BE FOUN E"(0R1 'v 'ZN TTW �srMwm ,,[µNun c6NPAK, � 11 JL EAISY,NC WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURF BEHIND SUCH PA tS \�/N ,' .w,.• Ise _.sq N. Iy41.Nr.,s>�" ANa+[ ,n.)eeP-TSNe rArL (Ps.)Mq-trot 20-175 tMdap67,9 MAwa b ANCHORAGE SHALL Of AS MENTIONED 1N B.1) AND IN 82) I,r "'ONAL N e N•• �' tNA E SFX/LFNWMRC/W,E q,ANN)IDE N uuER A nttR s..r we a-,. wIn THLTT 1 ale -.—_ ---... I INSTALLATION INTO POURED DETAILS CONCRETE OR FOR REGULAR PANEL CONCRETE BLOCK fj: STRUCTURES QQttKENO POVREp CONCRETE ()OST@NG POURED CONCRETE _ -OR CONCRETE BLOCK OR CONCRETE BLOCK. 11 FifouAEC. /1':. REDUCES. CONCRETE ANCMGRS i - CONCRETE ANCHORS , (SEE SCHE.OLXE ON SHEETS 9 iHRWGn Ta) _f( (SEE SCHEDULE ON , K. SHEETS 4 THROUGH TO) 5x �i (Z EXISTING POURED _ R CONCRETE LBLB OCK Ir4•r-2n.,' ' ,/2' I (1/4- I .•/2�-- (I/4- REQMRED (3� ..,w HAD eOOlts RR99 '- Nxx.- _ NAx CONCRETE ANCHORS M.." I i I 1 � I (SEE SCHEDULE ON 1 I EC I E.) 1 SHEETS 9 THROUGH 10) I I I 11 i 1 7 I I 1 FI�I /i� S I _ . i ^ - EQ" i �- I 1 p t '- I I ' _ 1 1 _ _ I 1 w:. ,r___ _ I I. I ,fNY-26,• F ... 13.5 eats, '4- --__pp r. M'w. - _-:I. - L t I/. •.-2@e• I T Ss sa» a T-- ED 1 1 ' ISEPAPATX)N 1.. ro CUSS ExrSNNG_I (SEE SC/IEDULE AB. oANn -�. I DIE roll LWHL ' tD,Nll �' r-n i' Ma. yYRY1 SEPARATION _ N TD GLASS. X ($EF SCHEDULE b d ") I ('s Iv 1w¢ I NpiPI oAR rd.`. (1$ 1 1 1 1, CLA35 ON 54EET 3) 1 I PANT. tFNGM 4 ON SHEET 3) I N 1 1 1 H SEE X EWIE I R 1 4in, ION , 1' uR.. I 1' No,. I 1 i I ON SHEET 3) J 9 B CLA S! 1 F PANFI LENGTHI TO PANS LENGTH I ( 1 (SEE SOCKDIAE 1 ISEE SC'EDUEAN CONCRETE SO ANCHORS 1 (SEE SCHEDULE ON 1 I �.._.. IV 1 R 1 (SEE SCHEDULE I ON SHE. 3 1 f I I ON SHEET 3) ,E ) M , ON SHEET 3) SHEETS 9 THROUGH 10;1 I I i t t,11 R I 1 _ v T f I Sox OF i' XI E STNY/N-B 1 ' .' ! EXISTING 1 1 .i al pp '"�, I I MAX GLASS p 1 SDX 'L" ti GLASS i _ 1 VDU- E D i - I 1'a•r36,M• _ i } S`5 Ie q ears W e1H• pr.. 1 O i 1, MAX II 1 " -1; 1 � L-- i t, -'', I (E.O. I f44 I q C* I..T:: f D.C➢ I,ems.,112''' 7 II EXISTING POURED OR I e t2 1/2' OE I 1 4U{ysl- I I 1vCONCRETE L I (AS AIFUCABLE) -- •,'Ee HAMPER I!,@ `- 8M •ewm, Tu CONCRETE BLOCK I CONCRETE ANCHORS I J MMns`A/wA �- _EU �"'' @ 12 'h' o.t. REQUIRED, E. I. L- t i (SEE SCHEWUF ON _ SHEETS 9 TnROLIOn 10 4 :: - 1' Ya1. - WJ ONLY WHEN SOUR I. # LEG LOCATION I �. ' 4 1 SET a CJLNL-IN ANCHORS ARE USED • W/ ( WHEN EXtSCON POURED coNCHkiE PANEUAMTTS ANC OR CONCRETE BLOCK ALTERNATE CONCRETE _ EINESTING POURED CONCRETE CONCRETE ANCHORS ARE USED REWIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED Wj STUD (SET SCIEDULF ON (SEE SCHEDULE ON SHEETS 9 THROUC'1 10) SHEETS 9 MROUCH 10) �� SCALE S/a.I- mom SCALE 3/8.1` ,I SCALE 3/8. 1, � DER 1A, Ti�(%j"~4(h ' CENs'I. FLORIDA BUILDING CODE (Non High Veloclfy Nu Icons Zone) _ . 0. 44167 '. tGo]o tAtfm. e¢. 24 DOGE GALVANIZED STEEL STORM PANEL E.D.. EDGE DISTANCE jSEE SCHEDULE ON SHEETS 9 k 10) NOTE_E4I( IOMBINATION OF SEC71DN5� TOP & BOTTOM MOUNTINGS C/ANI BE COMBINED IN ANY WAY TO SUIT ANY ? * ' 'a'• '�97'. - s ' rL * _. : *Ir STATE OF G .•�*f � __- At = DR10P,.* -L . -�— ,, ,'a, , I L E C O 1 NC \ GLOBAL PROTECTION PRODUCTS, LLC. bT ;;,n°'° Want RS»w a E#GMw.PUURW CWPAIIY NOR sr s12111. -- r r awe• n n,r oM.E. rL SD+a 20-175 1 INSTALLATION. F ,H 4jA , ,,'0\ ,I✓.2. /0 ar„W6 9Nc /INIIII I n, — ,Dew q,�.Ae . ; Usl ___ a (*K)@P-ri ,'. (vK)m-em ,,r- ,-bDo6))e - «4NF Ko HALTER A ,LLR w. PC. T°f - IRIQT . « N EJOBWH1 F­ INS TALLATION DETAILS FOR REGULAR PANEL (1) INTO WOOD ­ . ALTERNATE LEG 4'.8' (MP.) EXISTING WOOD . LOCATION BEAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY ,JE j EC REGISTERED ENGINEER OR . A r ARCHITECT PRIOR TO SHUTTER V '- I INSTALLATION, WOOD ANCHORS (SEE SCHEDULE ON ALTERNATE WOW ANCHORS _ `' (SEE SCHEDULE ON - ' Mm. - 9111 ND, slMir HEAD PALM m 3p" W SHEET I') SHEET ]I) �. 1 x U - EO •,- ED- 1/2' 1/.•-a0. . SIT S R/ w a ,2 In- at NA W I •' -- I,I/.. WOOD HEADER. ,j.- I I t t/2' _ _ _. __.. I - -. - , 1 EXISTNG J g) I REWIRED ( J.. • i 1 ' "._111' 's HEAR -E �� -0,c GLASS 1 , 1 WOOD ANCHORS '_ . I 2. I i i I i I SHEET it) J ! (SEE SCI)CUIE ON ).. Mr '{. 1 M(n I EPARATION TO 1 { 1) ..__._ - `�' /_ \,1 (/ F i I IGUA l SCHEDULE HT i eai91 r , ON SHEET 3) , 1 I Mtn. SEtARAT10N IO GLASS. ( , -L' i _. I u f i" I_ F SCHEDULE ON SHEET 3) I LAX » w 1 I')b", �•J MA% 1 i %iii��W,"a(SEE vv-z1• PANEL LENGTHI1" R U SCHEDULE i PANE LENGTH 1 (SEE SCHEDULE ExI-N �'� ', i ,BqM VAR r-4•) «N SHEET 3) 1 N ON SHEET 3) CUSS I I- yjC%� ; -� I I I i I H 1 ., ; - - ` , I FOX ,v 1 I 1 r)F l` (f S• "A" (-' '_- I I MAX t 1 `:!!1 N L? 1 11 j O 12 '/2" O.0 EQ r1 _. 1NO FINISH, ALLOWEC ILL-1 ,V/a-.-yo"' e.o ea»1EO ' fR . �H tl4 _... 2-X6' WOOD ,. - DECK REQUIRED WOOD ANCHORS 2',A• WOW PLATE _ .. REWIRED I ;. tNLHORS (SEE SCHEDULE G4 (SEE SCHEDULE ON -' 3/4' -. .. SHEET ,1) f4{( SKEET 1 t) -.._ ,1 - 2' MITI. - .. - .. 1. _. CEILING AND FLOOR MOUNTING ALTERNATIVE AW I SCALE 3/8-t" BUILD -OUT MOUNTING ALTERNATIVE M NMNN,% $LEE 3/B. 1' A Ti�lil"4, rl��,'_'%"c ENSF ..✓q IF Nam: NOTE FOR coMBiNA710N 0f jEC i;ONS: . 7 ND.14167 ` £ FLORIDA BUILDING CODE (Non Ni h Velocity Nurrieans tom 1. INSTALLATION ARE ONLY VALID FOR MAX A-S-O i * *Ill .2m ",`,co.c I.P. LOP BOTTOM Y WAY TO CAN BE I I P & B DESIGN PRESSURE RATING .s. AND PANEL LENGTHS DES G ) (P Y I R ANY COMBINED IN ANY WA 0 $U AS PER SCHEDULES ON SHEET 3 -! q OF � iN'• SEAT E � 24 GAGE GALVANIZED STEEL STORY P GAL ZE PANEL IR..H eT INSTAUiiON 2. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC _ `�•1` ,�10 * '•� �_ - -- _ �''.yF 1� _ _ `�—� l I�E C O INC. GLOBAL PROTECTION PRODUCTS. LLC• eTM1sP2o nrz DENSITY OF 0.55 OR EQUAL. / '. ONAL E-j�.Lj+.-J •,w 1V A L.IE". /� 11 TCfnNO •ANN MIND S.e. 51 STREET DINE. Fl. =H` , 'r"e"' ' el" q. -- ______w A1q wn.. prT�.sW tiRAN .H-.N' "ITHL ").M-DISH, FAX Nsa)ee1-4»7 20- 175 P[, YAL/gONATUIR/MlE G-DOOf71P A1.. 013017 ROUTER A nLut PE s,K- -. .TIN. 4M tf-14 - I"uI'N 1. , ,, IlOPoG Hi 7 >N[[1 T « ,1 -6--• a) CD C_ (n Ca a) L r,,,-. .6-+ U NO � Q O _0 .Cm U ��G Cn a) -0 /Cu U O 'i C O LO _0 N \ V O }a e� O Cu •- L III �••� -0 . — �� /U V ) Q 0! z ►i W J (_ul 00 0 __,�- I.L- > L Q O . L � Q I I- "' L ( c L . N 40 1 . w , aa, Cx- • > Oa3 V - icT y - ' � I s `,1 - C.. L (D n•�E W U / Cu O CL - U O 0) MOD W SHEET NO. SH 1.3. --- -I--,' _1_._­__­­__ ___ - -_ - __ -_ ___ _. -_ ­ -­ I---- __ _____1 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, I i CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE I SAFETY & E-Z HANG STORM PANEL J! SYSTEM " ; T_,- i 3 (4) 13 .(9 0 p POURED C VARE5 I . I - I DORIC BLOCK a- 7" . r , oIT3, 3lo5 ­14 OR I _ .1 , FRAME W63-T$ ALLCI COAT ALUM 1 5' Mat wo"RED ANCtE I i/4'0 . I 3/4' . - 2 '12- 1 us"CON * T2, D.c I -_ '. POURED CONCREI CONCRETE : 1 , ,l m­ BLOC- OR 2'--' -000 FRAME PORED CONCRETE. - I I I , ". - . t I 3/ . TAPCON . I �= :) I R CONCREIE IA,DC1 Ol AKCHOR i 0C -_ 1 1 EQU,RED t , ',4' WOOD FRNVE I 1, L i Or(# . I 2 ,/; (I - " MLn - - - i REQUIRED ; if . I Ilemn t�, 14. w ' - t�l - - -- 1 - / / _j - ----*,, \11, . __ �, - I - - I ­.: ANCHOR t., i � I : : I. - _7�77__ 1 1 M,, * ,2, . C III 2* , 21 . D55 To 1ALTI Lic ucsn,,*M I VAR.175 2,L 5" . 055 cow - _//1 \_ sr Mar 9 - L <135' .,�-. -, As . ANGUF FOR L , ORO 31 WIH .Arl POURED LONCRETI. 004CWTV 2' 1 4' A '25'17 1, .1 f f It -­ - I I I - -" . V`F`A, .I. SENT P.T1 I BLOV, OR 2'.4' WOOD rpAw "o,3 , -­ OR I . .1.­ � I j 2 10- - A ,/- FLOURED I ,D61-I6 ki.� , �lz. \< �- T A- WALL V.,, " , - M... I I" - I . � I T?'- - - I ... GAP ,D7 ' :'?,O C 3, O&-h': - OR W63-11 / I 1AC,,,I TaresN_ INCLE I � CASE B (PLANI SCALE I I /�'� I' scAl, 1/11SCALF 1/4.1- 5-AL 1/4 I I I § SLANG -SET OR CAut-1. IT'. I OR CLOG PAIIELAPOE POURED OCKI"' Lm'� TRIM .I IsCALIE IT) AND I 5X PmA RITE I_ , � ',3 ,04 0 .(4 oir �WL BI TOP BOTTOM OR ".1DAIXTE PLUS S '0 cow " OR 2',1' RDOU SIDES X OPENI SI ON - (MIN PANEL ­ cow_ M.Cz; OR - VARIES I IRAI', PDOU,PED AS APPLIC�•..�'+.-'_�r�L, OVERLAP B-OND 2%., WOOD _E -5* --I A) & fp QpEN.Nq WOTH) , INIURLD OUNCREIE. LOW" RFO�Asifo : 1, , IBLOCK OP 7'.., IKKID I�E " REOLIRED t ____�- " .�/I , - I 1ARIt, III/ I- (1) - ct OR 08 .� . 1 7 . 1. I 1 ME., III mIc.mo,", A RIAR FIAT FLANGILS PAIRALIn 10 5' - 9 : -_ -1 , ­_ WALL (NEVER CUT END P.151) 1. I - 8 3 DISTANCE 1 _ , I Iwl , .61 1 , - - - - I _. , I. I I 1. I ------ ,.V,II17IIH.IN,I CASE G (PLAN) I 1 117.�. 11 - � . I" . . .. . �'�i 7"", SCALE I/4_.I' 1 1 . - ,, 11 11-1 I -.-- � � . -...E, ,,, N si. ..!I;� ,,, VA-0 FOR DIRECT MOUNT INSIA.UA IDN ONLY & 4T ­ 1:. S CERTIFTED PANEL INSTALIATrON AT WALLS W/ i . I = : No. 44167 .- -- SURFACr LEVEL VARIA-V4S *THIN ,1/4' * = I � z I = . = - � * I , z FLORIDA BUILDING CODE (Man High Velocity Hurricane Zone) CASE E (PLANT � CASE F (PLAN) - - . I t ITE Or .�q� --- - 2`E.. ,. I 4 GAGE GALVANIZED STEEL STORM PANEL 11 SCALE I/,-.,- SCALE '/.,­, S 0, •-. ,<OPID., �, .? - DIMeN Br , � , '' � . � ___1 E C 0 IN , I L PROTECTION PRODUCTS, LLC. l"A"ImIs I ..... is -_ -- c 'I .`UX. S. I, STRAIT I .��w� 7-- ,,, - ,is".. . -..... , - I. ,,II,$) "a""- i - 1_x_ %: .�: I " ".11" - ,_)_-�­,, 1XI9.).-Iii, 20-175 - C SEAL,�­E/�It _ __ jn�__4_ - - '" - _21t!� * "Res '7 __7 1 __iI -- I FU`RK`A­" - I I ��-� . I" A. 11, 1 .4:'sl, _ I 'Imusirt R or H, I MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING NFDI11 F FOR REGULAR STORM AP NEL '1 INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL 0INSIALLATIDNIS, AS PER ALTERNATIVES IIV THRU 4W, ON SHEETS 6 8: 7) MAX. k SO D DESIGN PRESSURE RES URE RATS I, RATTING Isf� MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE 71) ALTERNATIVE-, 0, ANY CUINXTION C, D-EW MAXIMUM � PANEL LENGTH .L. (" I TAPCON I LAG, SGII PANCLMATI FEMALE 4) PANELMATE PLUS I WOOD BUSHING 13- 1�3. 13--- - - -3- IV, (TOP) -_ - - --!a. - ­ a ,/2_ - - 6 1/2- 2W (TOP) __ __ , __ E 112* ___ - ­ a ,/.,- - j-VjII_­ ____1 - - 8. - � ---- - - a' - _ _­______ - -_ a, 5,-0* OR LESS ; ------------ ­111 -- - - - (TOP) 'it-(Wuom) a" - a, v - - w_________ 4W (TOP) ,3. ------- 13' - -­ L -- ,3. .- ,_ ------- 13' __ __ __ ­ - ' ____I Y_ .- - (Borrom) .45. -45 OR LESS 13- I - 13- - ,3. - _ . 13' 13' I "' I - " _* ---!-------- 37 8 /1, 1w (w) --I - T _­ - .r ­ 3' ,-i -_ a 1/2' _____ 6 1/2* 6 1/2' 21I (TOP) 6 .i,T-- - . __� _s/r_ __ - - -- -- - -;-2 - >5--O- .ii-/i� 1�2 A. 6 1/2- L' - 6 1/2- - - (FOP) �i� Li - 11 -a- - _�!_ __ . t/2' ,_ _ _�/�� * - __j;__ __._j:­ ---- ­______________ ------ _ _i (jiijW j - __ ­-, -.-.--- To 1��__ __ �: - __ ir ___ 4. . ' V-0-P) iw IT I --!- li3 _­ - -, 1 '3- - , - --L- --- [ . 13' ­ - 9 �-/i� - - .w cDoFmy, I --- 4 - SEE TAKE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS, WHEN SPACER §A 15 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX A.S.0 DES,GN PRESSURE RATING � (D I ) MAXIMUM ANCHDRS SPACING FOR E.D. - AS SHOWN ON SKEE7,S & As 7 APPIC�E ALTERNATIVE 0 & My COMBINATION OF THEM MAXIMUM PAHEI ' FNE411 'L_ (It.) TE FEMALE so PARELMATE PLUS I *COD PUSHING I ,3 . ,3. ,3, 1 �-_ ___ 3 Y_ 1. �?Op) ___ __ 13- - __ 1 13' - ­ ­ 13- I- __ Ir - __ 8, - ----i -Ir - - , ,* (BOTTOM) -_ a 1/2- 0 1/2, 6 1/2' 6 112- - - I 2- - • 2W (TOP) . ___ - 7� - - � - - __ - - ___ - _ _ 7 I/?- -.-- - -� wo -) 3W DOE, � I . 5 -0- OR LESS 6 1/4' __ - ___ __ a' - - 12 1/2 __ I ­ - - a- __ - - - (, Ile— - - �_ - - I Ii2 . a . IF ZF ------- - 3w (wrium) - - 134 - 1-3 * - - - I - !7 __ -.- - T�* L. (TOP) ­45. -45 �, TO 5. -75 I.--- ,3. __ - 1 j - __ - ir - - ,.---- 13, - - __ :-3" 1,w iBoTiom) I - - - ,3 __ . 1 ,3. __ 13, Ir __ I - so. - III (TOP) - _­ - ___ 13, Ij* is'- ly 6 ,/,- I* (ol - - . -, 6 112- .__ __ - - 6 1/2- ___ 6 1/2- 6 1/2' 6 1/a' 2w (mp) -------- -_ -_ 6 I / A. ­_ - - 2' (BOTT -) '5.-O- _____ __ - - - __6 I le - ___ 12 1/2� - - - 4112- � � - - - . .­­ - - 0 (Tal To " -5. __ _ __ y ------- 7 1,/2'7 ___ __ 1/2' ­_w -,- - __ - ­ , - / . - - , , ` !�':_ - ___F_____ - �. - - iw mross I - _�L -- I,. -- -- I - -- ,.,w__ - - ,3----- --- - - 5-112, isill (RCP) I L � I...- -t 1 13*_ -1 ,3. - - - 1 ,3. __ 1 i3 . . 'O, IN Twi"All - •_ SEE TABLE #1 FOR MAX A.S.O. DESIGN LOADS & MAX.PANEL LENGTHS WHEN SPACER 6a 15 USED, CORRESPONDING ONLY TO ALTERNATE - 2W' ON SHEET 6 1 JNLLJI a ALS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 501 PSF 6'-2" > 50 PSF TO 60 PSF - - 5.-10. A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ,rKMALE ID OR PANEL MATE PLUS ANCHORS & W/QA ,� S , 4 Ishif ... Ij 112' O.C. AVT14 1. .. - .. /,- . , " . EN `_.. shy?. .. I f ' --% : = : N 44167 = z III, * :TIT -0, __ , - . i 7� ATE Of ; tr - I 11�, . , . �, '­$ - - " � �, / I . _11t�s^ 12., _,-..�*_Z' - ­�D "L�OOL " 24 GAGE GALVANIZED STEEL STORM PANEL "I., - - 11L �ECO,lmc 'I/"/' GLOBAL PRO PRODUCTS, LINC. .1, ,CTIO.N. r �t,� & emo,malowsm; c ___� , D` - , , "" . - . IN, - 'TrF, 20-175 �-_-.f- - I-)."-,- SiIi,-, 1. (IIIHMMI �:.7_ - '".) - � __� - =11791 _.. L - . F� - " or I. - IT_ �J: -'s . TILLP ' 'L t . . ELa%I � 1 .167 . I INSTALLATION DETAILS FOR LIFE SAFETY PANELIC-1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'0 TAIRCON EXISTING POURED I/A-1 TAP<OW -prSYNG POURED ANCHOR 0 9' OC CONCRETE OR ANCHOR a 9* a C CONCRETE OR . CONCRETE BLDCX " . � CONCRETE BLOCK . . . REOUAIED 1, REQUIRED ; It ­ � i � ; I'll 11 . � 2: � ,z; I I _ I I - ---- I 1/2- I'/.- 1 ,/2- I "/4, MAX . ---,) MAKI L . . ­ - T­ I i I ED- I � ED- : ! : I I , , , � , =`T' D , _!�, I ' _ �,/_ - I 10- I I I I ,/ , � " If �• I � W; I : I I , I - � J I I 11 L I :: ,. , - . I - j " fil;n: I -) 0 I I I 0 : it- STPARATIO). 0 I I EXISTING-)i . � 1 ;,/,:­e�. " To GLA'D , 11 :1 �._11.1��-p GLASS il -1 � I A, IN RSPB a 11, e I . ; ; � � i - - T-C 11 .11 I "X " "1Lz;9:_1G_. , I ! I ; V... 11 I . � I *," MI IT L 4, i i C PANEL LEK&I. I ,� I �.19, LENGTH 4 1 41, 1 1 �N •v I (SEE ELEVATION � (SEE [ELEVATION I i- .� I � SHIM 12) 1. 4* I 11 ; ON SHEET i2) , , ,_SIEPARAT, Q1 I � j A To CLASS I : . I ! I Is i � I . ( ! i _ ; I I : � Cl ) "12 f � : Is- I I I I --- : I - : 1 v EXISTING POURED ED. : I [�ISTIJNC PO' AEC � � * : = , -& . INC OR 4 1 REIE OR I (- COICRETT BLOC. ,* Co.0" BE" Ri:O� *Er I � le1], - ATOORED - I ( ouraND) Ill - Is PAmE1A;ATE PLUS ANCHOR 0 12 1/2- O.0 OR SEE MOTS 15 & 16 FOR ANI TYPE SPACRFOR NSI_1*NS wo wow FissMIE BUILDINGS .. - ANCHOR 1P,I014S .0 ...1. VICE DSTANR ARE .D.CATED 01 1HI5 SCHIE:,,.E TOP E . LESS T- .DCATED " SC.EOLLE REDUCE ANCHOR SPACING BY ­nPILLY.MG SPACING SHOWN ON 51IIELI-E il` I IOULDNINC; (ACTORS FOR THE 0-m"ON TO ME POSSIBLE. DEDUCED SZING OBTAINED �S�. - SHAH NOT BE LESS `NW. MI SPACNGG N�I� FOR EACH ANCHOR -E ON IHIS SCHEDULE. I/-*. ,/.,. MICRON "m TARDON RANCAM`[ well Now vioame; Lul !_ I I-- &--�(K) I - - - 3 emRlLa "4 ;ftRMRm,wRl _ � __3 1 _12 010111111M O@W= WA) "" Pa , - - r O . 's. I . 3 ,/J* . - im, I ; . __ I . - _.-A I I .1 I I =M'L- 114'0 PANELAII � � = 0 REGULAR _ANJELS MCHOP RI 0 LETMEMPANEL WALL MOUNTINGS SCAE 3/8-1' 7 ...... .. I—' A . , FLORIDA BUILDING CODE Non High Velocity Hurricane Zone te :. * �*i - "ICCO. NIL I 24 GAGE GALVANIZED STEEL STORM PANEL I _­ . , - i 7�. STATE Of `a- i I r- - STATE .,/s`I`s0" I :11 01; - � ' - _T_T c , I , "- L C. ItORI i,.,' .� I- / IL ECO.m GLOBAL PROTECTION PRODUCTS. LLC, ,,r " e .. TIU:1. 113TIV.. ENWRINERINO c`D`AP , I1,00 - 11 � , . . . , .� _ ___ __ - IT = - , - -175 11111�1111' �IO��L t F - 1­11­1 RIND.- cs,s,)__�5 1. (11S,XMI'l 20 , , , , ....... ,� .... �, . - TAM- Ne __ PE sFla/s%P,H.nai/wtT - =11. :iEFT __ .AITE! L, I _L_ 1 ____A . ,�i,,K , `.�.,,, I 4 WED .. =5 DESIGN PRESSURE RATING (p,jil AND CORRESPONDING MAXIMUM ANCHOR SFACING SCHEDULE ;ULAR STORM PANEL '11 INSTALLATIONS INTO CONCRETE-& CONCRETE BLOCK STRUCTURE (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) FOR NON E.G. PER SCHEDULE KID* * A-= To '" PAF LENGTH MAX k50 DESIGN PRESSURE MAXIMUM ANCHORS SPACING FOR M04 E.0 PER SCHEDULE BELOW * - AP' TO StClIONS III %4-,'�- LXNC­.'H � ATE PMEUMATE i ZALAC - NNON CALK -IN TAKON SOLID -SET PANELMATE I PANELMA TE 1AMAC-NALsh CALK -IN so PLUS . A, C -01= .M 1L* (") RATING (P III FEMALE 0 PLUS 6 &N,I COMBINAE.KN OF THEE .. . (,t � . -7-- `NORETE � 10 -T- � - -- , - " .so .. ;_;�- F kili, - oa�l I, . iiv c .... Fill To I �,,Mo,,,,j a- ED 1 C.NmTT - m � - �jc*ROKCTE rt - ED DOMI TO DONORFTI� , .. 11 i 13- 13* ,3, 1 . - ,I- I 13' ,3, 1 13, - - - - -I lk i - . -- 13" i 13' 12:� :3* 11 ! _1�3; - 1 (TOP) 1 EBOI-) I I ilop) - 2 (BOTIC40) 3 (TOP) - - 3 (RI 5. _'. DR ,3- 1 _�* _; -, - 3 . , - ­ 13' - I - 11. i '. - I -_ I , '. I I , i. - - � - - 13, 1 � 3�L_ I 3, __ __ 3. - _17P 2 2 . 1 13- 13, 13* •13' IF112' 13* , - -, ir 13" - Is Ile ,3. ­ __i�:_ Ir IV 'r 6 Ile 13' __L3:__ I sr, 13, 13, 12 1/2- ! 13* ___L3L 13, - 13- 13- _ 12 112- 13* 1 13' I 3- 1 ". - -3F _tE I T-- - - _ f�3 I!F - 1 3 1 13" - - I7IJ2_IL2' 13' f- - 13- - 1 3' _ 6 I/e 11 1/2' 1/2- -_ " IT 1/2 11 1/2' 7i G� 4� 1- 'TOP) , OCTIGM) 2 (TOP) - 7- 001 I III 3 (LOP) i TiOTTEIM) , -6. OR _130 . - =1 _ 13, 13' -- 1 !3* ­ ' _' ­- - - - 13, Ir I __ _� : 3� ,3. 2. . i. , , i - 3' - 13, 6 1/4'!b 1/4' 1 -1 i 3. ,�F l 3. --- !�L� �_'/�"L]111_Lll. -Y!' w - - � et I 4, a. t -­ ___ __ 6' � a' - -i. t -- - a' 1 ,/2- -,-.- , - 8 4 (TOP)-- - � (EI&TO,I) LESS 8' a- -_ �5 lIr - -_ a, --- '. - a' ------ - --- a, -- 8'__ --- 6 1/2' ----,- a, . - - 7_ 1/2* _ - , - a* , 6* 5 . - 5- sIp. - __ 5- 1--_ - • � 6OFF _--- 4 (Bois,w LESS 73, � I- ,�. V j ly - 3' � 13' � I "" 5 (TOP) 13"I ;-. i-,; -- - - ;�� 'r "a - is- -- 13- 1, , , : 3 . I I /i2� ! ,3- 1 4 ij. li, . 13' ! 13' ' 13' I 1' 5 (BOTTOM) I �,- - L . - - _. � -iii.- . ,3.- - - - � Ir � . ­ ,.-- 1 -- . 1 13 . � 1. "I : : 1. ,:_� 'i _ E�l , ( DID.) I 3. . I I a ('Or) 13' 4 - - � 13* . 13 ,3, It, 11 iJ6oP)__ � ,j � Ir- ,/4- - - i - a 1/4.�6 I /e 6 (aOr ..) .45, -45 To �65, -55 - I �j - - I.. 6 Ile _n7_ 5 1/4' - - . - I .. - 16 I/e 'e-1/4-16 (BO-)l 7- I ". 1, 7 ;/.- � ! '/2 13' I, VK I (TOP) - . ".•� !zi�_ I .- ,r 8 1/2' 13- [6112' 9 1/2'i s ,/2, ,3- 15 I/2" 1 (w) __•. ; 112 ____N__ - IS- 9 i/. IV ?- _____ _ 'D 1/2, 7IL2 , _IL_ 7 112 , 5 I/ _ -10 -1/21 _T�._12 _ - - 4 13- C 4 _ 13. 4 1/2' -3-'- ..� tv - , (BOTTOM) ,5,-@, M ______ it' a' ---------T-S I -T6--,;F 13' T wwrii�-) ­TTOPj_ - ,­6 To __� Ir 7 sl� ,3. - 13, 13" ­ 11. Ir __ 1 to, - 7- 2 (1OP) � (BOTTOM) - W - ". -_ ": 13- 13- 8 1/2- 13- t 8 1/2- -_ 9 1/2- 6 1/2- 13- - TI-2-* i 2_(BCILM�) I 1/2 -•- 1/� Is_ , --i Tit lIr �3 ,�� 13, -_ to- - _ml�!:__ YL_ IL_ _L - -!:-- Ir AiI/K 1 1/2 _13�_ 13-1, S ,/, _1�2 - _; 2 /e 2:j 6 1 to 0 1/2 = - 7 1/2 _____ - -3- __ - S l/. 6 I!K _ A I/e I (TOP) 3 (BOTTOM) 13- 7 I/r - 13' TLI�� 13, 1�_ 1/2- t3l !6 Ile to* 6 Ile i.r 12 1/2-12 to' 1/2- IT' ­ - a- ___ - --!- 3r4lb , 5 1/4-,G ./2' i " 1 /�; 3 (W) - Twirw) , 1/1' � 1/2* - _j/ - S' 4. * - --- -_ `_ . 1/2* 3- - 6 1/2- j; �� �j �) 1 I'-4* __ - 1 112' 3' - . _�i . V_ 1. - is. '. 4. 4 1/2* 3 1/2* 6 111. _ i 3. - i- -(t-) I—- I i- T­/2- __ - - ___ 7 1/2- - - -- -i __ ­e* _Cq_0Fi6_mi a; - _,3-­ __ , 1/2' _ 'IT w ��3_1i_i7F - 1. -w - _. --,3;-- - 5, - -_ v -_ 5 W'i - _ ­ I W­ 7 1/2', - - its I : /K '�' . (wriam) lt_�_W)_ - - 1-172; 10 2 - _�C I 1/2' ,a- _7j� - I. (TOP) ,-k ,a- is- to. I , 1. I I I 1. 112- ,3' i 1/2- - - S, , 7. __ IG I/r -7-I-/2, 7 tl_e 5 11 '�7 , I/ ,5 I ?: I/- , 5 � - :-�U�DP) - I I I i _lr_ - ly � i3' - ` J _L_ - 13" - _IOi__ 8 1/2' -1-11:_ 13' __ _127m- I 8 '/2* * - - - I. 7 Is' ,_T�_1_3` � sis I 9 112'i 6 1/2' - * _ '. _ ", _ .� I /,�_ _ _ - � . . - Siq� ) IS ,.P) -o-OTT I -7 __ I.r ___7___. F .. ", 1; I- I__ ­_ - - __ - -4 I - - _L3L I �_ 6 I/ -T-6-TOBOT, - .- - . , I/. .16 ,/c IT Tj4F I - & ,/.,, E " 6 1/4' & �) I NS,_.`C,Ns -0 ROOD PRIIME BUILDINGS `u,CE ARE .OITZ, ON INS _CWDLXIE FOR E 0 1 S.- BY _T1I`,`,NO S-A ._ S"ORN C', )KRAT.,I) T. SEE POSSIA.E. REDUCED SP AO ._A. SPA(-G wD `ED FOR EA:H .1.Mop "Pr Is .­ X, ""U" g- I '.. - /.*. iIN,­- I/e. - - I I �- z 11* 1 1/7 _; - - - , ' � H__ 1 __ 1 , . - __ I I- . 7,/;� - 1 � -In- - �_ 'Ir FACTOR -F T ' I _ - _ , - I - - [ - . ,. R Its 1. I List , - _ - I DID IS USED. SEE J,%EU #1 FOR MAX. A.S.D. VHEN SPACER " IS USED I - 3' MAX D.M..02 . -" " - - ___ __ - _____ I 4)-4) - I I - . I 0 0 1 0 0 0 0 0 1 i . __ ____ 1 r --------------­:---- ---------- ­­---_­- --------- _ ------ ---- � ------------ 1­71, � ; i I � i I I I I i I I I I � i, , ; I I ! : ! I 1 ! . � I � s : I I i I ! � 1 4 1 ; ; I , . . -.- - . INNLJI a A.&D. DESIGN LOAD - MAXIMUM PANEL LENGTH 40 PSF OR LESS 6 -8* > 40 PSF TO 50 PSF I 6'-2' > 50 PSF TO 60 PSF - 5-10" A MAX PANEL LENGTHS ARE ONIJLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS, & W/ (9A) SPACER AT 12 1/2* DO ""'I., - . .0a"7111111 -1," ,_ 141, ; e le. _._,.\1r,_*E'?*41S'_,`-,A✓,�� FLORIDA BUILDING CODE (Non High VillocIty Hurricane Zone) : : O. 44167 *: I -20:o TTL1 -Xl. - I I 2A GAGE GALVANIZED STEEL S70RU PANEL 1 "' in �____.___ * ". . .= I � � __;i� -1 'I/- IILIEICOIMC� (GLOBAL PROTECTION PRODUCTS, LLC11 7F - ,5, , T,, TARE or, T- �; - _� - z_- __ -, . , 1. ITE ' I -a 1. 11 STREET - .0'. 1;, :�;--. loiiv, �--� y_,;�; "" / "I A� O".z I ..I-_* E"%"I"=�r ­ I ` "", ---I.:, 20-175 . Lp , ""', N - , ,O * ;*, . , . I .. , - U 0 -11 I, - , ,kl. .1 _ 'NIONI. (15.) 1 . - . ­ Z., ­ I., NnI 1. O".)-Iss, � . - �_ . I - i __' ,,,�V 1 , ;11N1I41T,A0w`S_TtmRL`wATT is Elt A P­--#= -�IINATT . OF It ."'O.C. 'r, . I I � ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 73. 14, 15 415) - +R-IA/13. R-ZA/13. R-3A/14, R - 18/13. R-28/13. R-38/14, 3 MAX R-IAW/15, R-2AW/15. R-SAW/16. +R-IBW/15. R-2BW/15, R-313I " LAN`- I L/2 I I I 0I ; 1/4'0-20" 5.5 BOLTS W10 I IL, I MAX � IJ'- (USE FOR PANEL LENGTH • ­1 ; PANE L.ING-1 I 01 / OVER 7. I 6.) I" .� Cl ) I I REGULAR STORM PANEL , I , , REG" STORM PANEL i 8'-8* 6 *400. -40D psJ I 1 �4 . , i (*/ DVIERLAP AID PANEL LENGTH 9CLT) .� _ : I -- -- ---- 0 ---- -- - -b, ------------ --- i --------------- : : r__ : LIFE SAEM S . IORM PANEL 1 7'-6' 0 .50.0, -54 0 p..J : i (il qvmAp mlo PMEL LENGTH BoLl", I I . . I � 'A , ,I-+ USE 2'-a' w i -A ,�_- � I A' PANEL LENCT. I 111�7,_ _0_ I "� AT ALL 'MOUNTINGS _,. : 0- � 1/4's-2o.1, 1 - . i - I 1�1 I ; S S BOLTS I 1 : I AT EA OVERLAP I 1 ! i "I I i ll I I : , I I I I i .1 I ! L,/2 46I i I 1 ­- ! -6-1 . , I . I � I 1 -1 -_ -_ - - ----- I - � �2�j 1 NO . 7 � C . HE - S AT - STUD ___ -1 4 __ ___ --------- ----- - � -- -------- ­_1 - �. '. I [:e7] L kTON * LIFE SAFETY � - I : . ! __7 0 ,11 _ PANEL ANE 130TIoM CORNERS .51 I . 11 . � � 911-1 C , --------- 0- I I . D.M.,(3), L ­ -- ---------- . i ; 7;�4,,,AP � I - OVERLAP - �� , I I � or (�) _'_'_=:::� �- WING AILIT AT EXTERIOR WING NUff A' q _3* MAi LEI PANE, RIGHT PANEL _­ iAZ It INSTAL EA7IQN5 ONLY VALID FOR WIND I, MI R-IA/13, R-2A/13, R-SA/14, R-19/13, R-28/13, R-38/14, I' MEN I SPEED UP TO 170 st,v.ss. i R-IAW/15. R-ZAW/15, R-3AW/16. R-19W/15, R-29W/15, R-38w/16. � I I - -CHOIRS (SEE SEC'ONIS 4 k1ERNATKS ON SHEETS 13. 11. '5 &16) 114- MAX GAP ; , - - ; - j LIFE SAFETY STORM PANEL I ELEVATION (t) ; SCALE 1/4--1 - ,1 J, REGULAR 2.627' ; I)REGULAR 4A�1 STORM PANEL fMR, Ll�* -, It- v-" '- STORM PANEL I --_.ram_ --- --------- ------- _ - _�&, ­­ I ---------------------- 14i� *'IM.1-1-HIII., :'� I 111" I ­,e'R�04-k-r.� .iR,F - ------ ------- Z.-�- 11 -7. - - ----- -- ------ - � , .�X� ------- -..:.-.,4 ;11 .11 : .. . ,G'AP',`/ , \1 ----/1I'V`\ - ------ - - 141� .... .... I/ w , TV � . \ , I , I$ I'... v%C66 � " , \ - ---. ­­ _ -OVERLAP/ N�`-.-_A \ ; .. I � I - - �, ,4 - * - , - _ --------- ��_ - = w 4=- � - I -,- � - _.�. _/ --- --- I -- - ---_-------- - - � -------- - -- I ��7e­ _11l ------ �­A_�r _­= - I - - - 4fs� . . . . � - -_ . . z _(D = . . "I = . = 11 � LIFE SAJ`M PANEL z Ta: . - �'- ": .: * f . � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane)! S 4�,% . ... - - I S,,-, -...,I I `� 's 11, EXTENO , oplop, , . �� 1�' 24 GAGE GALVANIZED STEEL STORM PANEL DRARN R, ­ , I __ - ... I .. � , " YL I C 0 ... , 1, 1-- 07/27/isclKs --- I 11- - . - - ___ / \, �GLOBAL PROTECTION PRODUCTS, LLC. ,,, SECTION A -A , ORK Is, t� �`Rw ,$_ 1_1�,�',:..> .A� rL -1. S7_Ali 1/4'=I' � , .i,Z. 1-15"NO .1 _11I1_1a=_Cor._1 I , I, L-I.1-1- - _s.I._-k`1­1 Issel 1. ­)­�­ 20-175 .- __ � - . � -----T-- RE NEAL,SIGNUILAT/DATF " w - I - FLO.-n 1'.I ------t- SHE[; I; . I. ___ - __ - - __. ___ - __ __ - - _____ � - - __ ___ ___ - _ - - � - ii!�::;� - - "­`O " INSTALLATION ' DETAILS FOR LIFE SAFETY PANEL 1' , - I I - I INTO WOOD STRUCTURES � - f i I I q i, ­ - -------- � - I � i I v WOO11 H REQUIRED L­ --- � - � I 4 i : i", ; ; . i WOO:) HEADER j` REWIRED_� t`f. �r�-'A`E' i__ ____ 4 , ­__ , -, - __ I WOOD HEADER . . . I REWIRED -4 �_� , I/ 'O TARCON - - I I � r- ---T---- I - I I i 4 / -. TAPCOM �------ - 1.. ANC,1OR I/ -. --Co. I ­ __ -. T ON - - � - - - _i.. 1/4 - - - I � I .. i MCI*R 0 9' 0 17. I 0 TIT CC 4 ANCHcp 0 9, OC ANCHOR 0 9, CC I � I I I i 1 I - � � �Z; � I i i I , 1 I I . -02 i 11 - I 12 I � I � I I I I C2 � jw.` �1,1' ; I I 4`B'ME%a*_ I . . - - , 4-v- I I , - it:: - I - 1 I I � *". I+IkIc - - I - � _�", I - 4 -_4 vl".,V� - I - t, I I _� Ir - 1 i I 1 1 I 1/2' 1 /,s' =iz��__,, MAX _ 1. I I ; 1 I I , __/2' I 11/4- I I - - - I . - - MAX I r '/7- , 11/4- I I - I I , I /2' 1 - L Ile - - - MAX, I . _. __1 I ! - , I I I 2, ; I I I - , '. I j � le� i - , i � I . Lk�'� : ! : . li,� I I [�,-�A� I I ; As',, �, I � � [ I i I I I J ss� I I i I 11 : I 1, I : � (D - ­ __ I ­ I I I , t v cil -, I . ! Is � , , -, � r , 1 I I J - I f� - 71� i - I t-, � �!,! I I", 11 I I I I 1, : Is 0 " -.,o ; ,"I I I ',`� if . : IS ;� 1 ! I . . ­ I ; i i ­� i"I : ! It ,I I ssirnt .p a 4 I . I OF -11&4 =1 I "/.-.-- I I , A 4 . 'A "'Al " / ! jw - . `4 r-r, GLASS I =-�: * " -, � I � I I I - I V, �. I ' ! Ne, - - =�: 1; ; 11 1 , - - -Is' IT Is I � � . I ,� !1 , � ; I ,_. ,"I : , 1: ; I %, MAI, I 0 1 I III � .� I v MI. I k 1 1 , PANEL 'CHILD, :: � 1, i -, - ... / I 11 .1 Ill. PAN LLW,T. , , 0 A I . ; I L I Ill11 I PANEL LENGTH I ' (SE ELEV. *A; ., `EvA ON SHCEI 12) I., I I (SEE f � , 4 PANEL _E4GTH . -4 ! I (SEE ELEVATION ,t ; I r (SEE El ! I I ! - ON ­T 11? ; It 01 1 I a It ; ON SHEET 12) IT 1; I I a , ON SHM 12) I C, ) t : I I : ,- sr,, !i Imm, : TO - ; � , a) L ml A 1, I Ils- - SEP" TION 1. 11 A I I .- S,PARATON I I 0 TO CLASS (1) R I -1 : I : 11 r -�,, 1. , to I , I I 11 1-1 : I I : 1) - W. I GLASS L/2 I TO � S I : 0 I It , I 9-- -SEPARATEM it i I - : __ 'N - 4. ,- __ ­ . - - . CA : I LIE I : 10 CLASS I I . C3 11 6* i 11 � - __ - ___ I I I __ ­ I ! 4 1 : ECI!' I � . _1111, � 0 . I � , � ED I , � , I LI, ',It I E" � i . � -L -1 I I - i - � ; I . I - . �BI--- � I - ; I I � I EG � � ­ _ . I I , to . E. I I _-__I E10 , . .. I " I --- - - EQ, IT. q*. .. I I ' � i --- - _-, '4 WIS It I _ - ,., I f I ,�" 'C", - I ` I I � 14 � ' ! ; i 2'�4' WOOD I I _j � , , PLATE � .- I• I ,- � . .. - I ROAT, .A � 4F I I I 1 4'0 T;CON : i 1, ,s'. TAPCON REWIRED i I . I -# IAPCON j/,i 2'-' WOOD , I Is 12 'A DO ( ANCHOR OsIjo I , - . I . , ANCHOR 0 ist Q C ! i , ­CHo. 0 9, Oc PLATE . i i,TAPCO% ! � ! VAIURE! *10'/ � : IT - ,'I, *1 - I 11 i I REOUIRED I ANC"Ofi 0 9' O.C.I i J, Z',4' WOOD I I , .. i ,.' WOOD i ; I I I PLATE I P TE � I I. . REQUIRED REWIRED .; : I i ALTERNATIVE R-TAW 0 REGULAR PANELS WALL MOUNTINGS SCXE 3/8-1- ALTERNATIVE R-IBW 0 LIFE SAFETY PANEL ALTERNATIVE R-2AW O REGULAR PANELS ... 11160"Ism, 0!� V Tit "'41% V � /,- ALTERNATIVE 0 LIFE WALL MOUNTINGS SCALE 3/8­- R-213W SAFETY PANE I ....... �,, , � ' , * , , I . . . .... EN `-!'� %; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone); NOTES, . . I z ' z - 'a. 44167 % I - ­=� - I.P. . 1 24 GAGE GALVANIZED STEEL STORM PANEL I . INSTA; LATION ARE 01,11-1 VALID 'OR kS 0 DESIGN r � z . : III, . I I DRA'Is, In �____ I -- PRESSURE RATINGS (p.ls.l) AND PER FLE'VATION ON SMELT 17� * I -S PANEL LENGTHS AS = * .. - - . -41pt -4- � 00'--- . �. - L , I I L I E C 0 w/r/Inac WBAL PROTECTION PRODUCTS, LLCL �0, . STATE ... � - 1. 2 FOR NEW WOO) F. CONS -RUCTION WOOD . NO � a IN - - --nmj "ItORT137L .4 ,4,� 4-Z.> .2;1:1. WI, .z. %_ - _1­= ­­­. MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC � ";,. , ,,, - , DENSITY OF 0.55 OR EOLIAL z -.-.-.-:-��L � 11 I QKsO S. 51 S`%EE` - .W, 1 ,NISI,.L(0,TMs. PHONE (IssI) I _.n, 20-175 . -tN;1- IV I14I;T41,!Lsm/Os'E *A_IiR�k_0TT111 ,,E P, "I ,.'j - 44477: Ditar,ic It, - I I , 1 __+_ ..,, a, t! I ------- I MAXIMUM .S.D. DESIGN PRESSURE RATING (p.a.) AND CORRESPONDING MAXIMUM ANCHOR SPACING S_Cff&V� FOR REGULAR NORM PANEL j' INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) M`X� A S.D. DESIGN PRESSURE RATING (Per) MAXIMUM ANCHORS SPACING FOR WN E.D. PER SCHEDULE BELOW * �rE _ .5 0 A COMBINATION Of THEM A%ML. %TL I LENGTH 'L' 1") MAX ASD ,-GN RE%SURF RATING (P. I ) MAXIMUM ANCHORS SPACING FOR Assli E.D.ED PER SO DIVILE BELOW III APP= TO ! t r & ANY s*QOMLW PANEL LING , 1. TAPCON SOLID -SE-• PANELMATE FEMALE 10 PANELMATE ZAUAC-NAILIN _ CALK -IN TAPCON SOL)D-SEE PANELMATE FEINALEI I PANELWATE L ZMAAC-kNLIN I C-ALK-IN To %,� !C� . - ;i;F..- _ TO DoMaea, ,.&TE ! - csi,Rcmrs� I c .w coxerm, �� ip � - , , E oaMaRoI K DaRce,,, ...." laz - � 13* r_ "' ,3_ 13' 1 I" ,. ,3- Z�'; - , '. 13: 1 I" � :�_*+113' __ 13' __"'_ - IS-- 13- - i�_ ,., 13 . , �0 L, 13' 1 T is, 1 ,2, - I 13' " _ 21 12. - � �3, so' - 4 - - !3- 10' - I- - - � � iU _,_�,T 'IF.- - 1 CTOP) I mvtow) 2 (TO-) � 2 moriclo - ,3. 5. , - 1/2' is- !'a 7/2- - __ - i3' � ,3' ,3 , ,3 ;, 1/2 9, 1 ,3- T . 1/2' t.. ­ 7 1/2'I 5 1 2" V - 7 1/2 IoC* 1!' I. 1/2* - __ I - --- 11 i 6 1 (top) __ - __ 1 CM ) 3. ". .,_i;�_ , IT. 13' 14w i3' 13 13' IY IT 3L_ L 13 ;6 - - Fit _i�r_Lr Ef I Ef I I I Ef I I I -t,- i o I - I 16 ". i - -!L- 11 I . ­ _: - - - 7 1/2--5-1/2--- - T_i2w 0 1 - I* 71 - - T ! _1� J�� 1�3 1 � _J� _ 13' �2, - jii� - _(EICITT 2 i��) _ z (BOTTOM) -13 3* .1__1* _._Ir I--L3L_ * 173 IT 1�� 3: 1 III 12�j __L __ __ , '. - ,_ 13, _ j it � - - T - I e_--t-s;- .. - __Ltt ��I lit - 12 I12 -112 -7/2- - -st; I --- RL- - - - - 1 ,3, 1�1 - _T_ - 13* - Ir --I ___i�. _ ,_ � _ - - - - 'a. ,3. _r__ - 6 L/e Q._, _. ;I Wit -,- __ 3 _flf - .r :-�� -� 4 TIER) s*-a* - LESS 13, 1 7, 1 - . . �_ _ - 7'- 1 I -- I -I-OP 't7i - - � BOTTOM) ( �_(,Cp_) ­_ - 3' 6' OR LESS ! 3* __, - _�r � .f 1, ". '­/� I 1--is; - - ___ 5 I/2" . , ", 6 :,;,i �� 67 1 _ _ _ . 7 - 1/2' i7i;l . - 1/2 I '11 13' 1/2' _i7j2je­-,�i;' __ - .- _ ab ,F . I . . - "�2 - - -_ . - �- - 4 I 42 .: 31 I - 13 - � 0 , ,/. -, e - 6 '/' I - 'qj; __ - I, I 2 1/2 , 6 I/i 5 /'� ;� � . -j;' -4 it -- 1 ` - T 12 /L2� 5 2 7 6_ � - _ _-_ I 2. I I 8- 1 - I I a- I - I .- . 8 � - 11, � - 1. i - - A (1/2.'- `RITT"m 6* � - - 8* . Ill ] -_ 5 '12-: - 1. I - I I (DOTTOM) ,- 13. ,. I .•, ,.S- I . , ,3, I �, 13* 13' 13' 13' 1 I3' 13' , ,- ,3' - ; 13' 13" 13. 13* , 13' -a- - ". 13. 13' I 13' 3 1 13' ,_ , 13' i '2' 13- % 12- ,3. 2. , - 13' , , �, - C . 3' 1 I C. �, ; � (TOP) � 5 (wram 6 'T.D, _* ,3' f 1/2' I �,,* I' 3. i '. - 13' �3' , . !3' I, I ,3. ic ?/2- I . 11 13 11 - TS' [ 9* t9 1 '7' , 0 I/`j i 13' ! 11, I!, , - 9 1/2 .,, 1 � �' /2' i _ 10' 1 ./7' 10 -.7 - 112 !12 7 1/�` 5 I /2' ,3. " - sk : , - - Ir , ". - 5 (Trip) 15 r) ,I �q " ­65, -65 . - � - � 6 ,/" 6 '/�' . � 6 1/4"�6 1/ts' I - - - , - - a ,/, . ,, 1,'e - f (sort .. )i I ­75 -75 To . - L - • - - •; 6 ,/.- 6 ,/.- a ,/,.: r ,/,-16 I /�_, 0 1/4- . - - -4 8 1/4 161/4*15 (BOTT -) I To .75. -7_5 .11EE-1196 15, , I/2* - - - 13- 1 1/2L . � , :1 . , vi - I /2- , ". � 7 '/2 . - - . � - - '/2-13 1/2 ---,---- '. - I? - - . I 3' :7 ,3- - _9L-4 1 .' - - - 13 ,3' 121' - - I, 1 3' : TO- __­ -- 13' in 1/2' ". to Ir ------ ­___ 1 r-410 - . ,O� I I/2' - " - It 1/2" - it* 6, - a' -_ Tit '21, t 6 112* - - .--- 13. , 1. --- 13' 6 1/7* __ i - _____ -;3-; r 1 (TOP) I (90�os,o - - 2 (TOP) - - 2 (BOTTOM) __ 1 ,top) - - - � (eomw) - - - (TOP � -_ '_ ... (BOTTOM) 5 (TOP)I., - - (BOTTOM I >5. -6. To W-0, Ir ; - - s1_ - ij` - _1! LI/V _ . .3* I I I/ --- �� - _ T - - '3* _ 4 -L':- 13* 6 I'll. ,3. 11, - - - , 6 1/2* --1- - I �,: 9 1/2- 1 E1/2 _ st ", 112' Q' 13, 13' _�_ Ir ;5 I/2" - 7 112' !, 1/2 Ist 4 1/2 � - I ( TOP) >V-15, TO 1-1 v 6 yr - 9 1/2- 9 1/2* -- ---- 'o-17 1/2- 7 ,/2' I 5 v __ = 10 1/2 7 1/2' -:1 - 10 t/2 1/2 - _: - _:_ - . I -- 13' I 6, 13' 4 1/2' Ir 6 1 * - - - 13r •, 6- -- - ---- I (BOTTOM) 2 (TOP) 2 (901,01 - 3 (TOP) 13' 5' L .: _ s 7- _! _ _�I - ___ .. .� " . ,_t - - - - _ 7 - - . - - 1. 3. . . � - a' -la. �_rjo ,j� V/ I - -,- ITF �F 13" 1/27 t,_ _�T _ 13' I 3 - __ ___ I_ � , , -3- - - " 2 112-112 I/2- 3 - - 13; NO 1/- f 71-P __F_ . 13 1 -L:- 13- - -1�0_'��2_,_i: ,� Iso 1/2 ,,I 1/2* - a. __ -ii;_ -, _ 7' _ _ Is A/.-!e - I/, - - - - ' 7- I - ITT - --- I - 13- I- I 13- I r i �T/;�Ill,/�". - I I 1,1 lj,l��2 �� 1/2'rit - I/e _141/2' - --'-- _5� - _ 't �_ IT /. I/e - _�/ 12 2-- - 6__�jV' 6 lle,,G Ile 1 (BOTTOM) _ a, is 1/2 3 1/2- Ir 4. 4 1/2* 3' 4 i/il'� 2 1/2- 71 1 - - ­_ _i�_ It. Is' I ' - - - _G_ 4 (TOP) 4 (BOTTOM) (TOP) ( i -if--) - - . - - a . ly - - 13' v - I Ij - ��-,� 2-1 4- i Y -_ IT. - C I - -, 13. to I/2' -1 2 :"_�3 so /- __ fs-� N/ I IT - -_ - is. - it Sr* , 13. - I I - * 1/2 1110 11 to 1/2. ! --- A. 1 i/2 I ,/2 21 I� - ' IT.5 _/2' lit I - !-`�� _-__ 13 - I ., __ !�� 11'/7' - � __ . I. . , � -,,! JIL - 13, �3:__ _L - � 9. !�_ If, I I � /17 _L_ - 1!. I - _ �Tj 13 i 51 1, - � ,-� , ,1 13' 5 I/ - 2 ,r . _. � , I I � Ir_ W- "'. � 3. �_ 3 to I/ �_f so "�_,jj I /71 .. w- I , , I - 1/4' , I/ -27 _ - -T----- . � -_;­-- ,-i,- 4 B ,�_-!;_t/ . . - � ,. i ,� I - _ _IT __", - - _ , - 6 I/ele 1/4 I 6 (BOTT -) SEE SHEET 11 rap ANCHORS TYPE A SPALIt* ross WAWA I,DNS WO WOOD FRAME BUILDNICS It _ NMW � SPACINGS AND Mil LEXCE DISTANCE ART VDIIIslll) OK '-IS SCHEDULE raw ED rDtkN INa ITD ON SCHEDULE REDLICE NCHKIR SPACING In MULTftTsIsG SPACING SHOWN ON SCNII 13, THE FOLLO-1 'Acm" 'c" T, OPERATION to BE POSSWLE I'DIDUCID SPACING ONTA,NED USING FACTOR 5- .01 St Lis, 7- -. VI,cImc )cAlm ro, EAC>I ANCHOR 1- ON T• SCHEDULE 1/4". I/".- ,/.*. ,/., 1/4-. 1/41, AMONDIR TIVE Macauool, --- PRecumn FEMALE: 0 � " ,� - 1 MINIMUM ANCHOR SPACM (ft) 3 1 i , - I - I �12` - I 11T�;- - : - ... . --, - low�om imissawnt OIL) .----- ---------. 3 is '/2- 1. 3 a I/V 3 wl m" X&I joissiseat atiat 0.7 ),I, I ", . . I Acm wK OwmOE (ED) FACTOR 1 112- .SS 1- 1 - 11 _. . - - - , In'. i* .. I : I I I __,_ .., I I � ,- , I I I . I DO - , . SPACINGS ONLY T1S USED. SEE WLE #I I VZO WHEN SPACER I r DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER Qq IS USED.i TA&F 111I A A.S.D. DESIGN LOAD MA)ONIUM PANEL LENGTH 40 PSF OR LESS C-8, > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5,_ 1 D" A MAX. PANEL LENGTHS ARE ON6Y VALID FOR INSTALLA11ONS .... ... ... .11 W1 SOUD SET ANCHORS & W1 IS SPACER AT 12 1/2' O.C. 00'" tvk � I ; .ilitz ....... .... * I li;� . I.. 41... � vxr,Elys, . " ' FLORIDA BUILDING CODE (Non Wqh Velocity Hurricane Zone . . ' "" ' " : . � 0. 44167 ". I , = 1� 1- NC 24 GAGE GALVANIZED STEEL STORM PANEL i - I _., IF ; - . er : III . " : " g , _ --- - T OE ' STATE STATE Ot -1, , , - II/2 Into PROTECTION PRODUCTS, LLC-L 1'. . . 0I . f* � _ 4rf � - . . !�. -, I , I _ , . Z . . A. 17 (ORIO F, , I Ill . ., IGLOBAL ­­ - ", � � i. _ . .4 0 R � . ko., . ..e-',��-,,,Z_(. - - , III TESTING h [-.r v.,NO C-1 _,_ K ...I �:. - 4I_ U _�"M.7.IA,--, - I" ').-S", - (-)".-ILTID 20 -175 _ . . , , Nt I 6­1­ It% " � �, �101�-IUREI� - .. - ­X..;"(WI - _� � - - I - OAARl . _. _T­___T_ - OXI Is ... . .� I. ,_, . - - - - HH-`!-, - ----±---i- I. IF 'a I Jr,1111-ytq� KALITR A %"I It -­- F`O.__ I ..I., - INSTALLATION DETAILS FOR LIFE SAFETY PANEL .f INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON EXISTING POURED I/e. TAPCGN EXISTNC PC,lE[D '14-is TAPCON E STING POURED I/4*0 TAPCOH EXISTING POURED ANCHOR 0 9' 0 C CONCRETEOR ANCHOP a 9, OC CONCRETE OR ANCHOR a 9' OC CONCRETE OR ANCHOR 0 9, OC CONCRETE OR e ­ I C04CRM BLOCK CONCRETE S�OCR ��. � , CONCRETE BLOCK -, � , CONCRETE, BLOCK I � I REWIRED ; � REOWRED � I REQUIRED . ; KOU'RED . ; I - � I I I i I __ , i - � f ­ , , , , CONCRETE , ET, , "' REWIRED. , , - , , , , , 'o"C ' ' ' R'ou ' BL ' * ""� , ' � - I , I ; , . , , I I , � I I C_ I � f�; I I , 1 '/2 I te� 4 1 _ ` - I - /2* 1 1/4' , '/2- Ile I / - , I /.. --� 11 - 1/2' 1 "I . E I � � "I , . MAX I : 'i MAX.- - MJUL ­"' - ----I- �MAX� � 4 1 - ; I I 11 I ]±!� i I& I I I ED- I : I [D. 4 1 . I , __ .. .. � � I C 0 - 1 1 ; xx I , , : : I I , I ­ h 4, - : Ic - 11 il : j "`,� - " - : (DI , III gi I I II'MI', 11: 1 : I/.-.- 0--SEPARATON ; ;;, I I - 2 -.Aq :I I ,/.,.-, '0 = SEPARATION S 0 CLASS � ITO G�ASS ** L L%I CM . ! I �,,/:D,.ai.p EXISTING -a" I EX SS I . --�� -41 ,I I , I � I IS "-Qj : I t S, eaLTS - I I I .TSE� GLASS . . � I .A � I I ,,,, Lt -P EXIST'NO IT , , , I � T CLASS A k , I I . . O,DsUIP . I I I - I , (_ - - I.- I / I I I I- Pie"No. m . I ( 0 uis,cl,, - Y�, I !; � : I I� - I`-c 10 .. . I �, I 4 I I !: I I t 11 . I I I ! I , 11 � it - I , I . I' --- IT i 'L_ MAX 11 � ; ,I I ... MA., 11 _ I .L. MAX 0 ,� ; I � I ! - �, . I . I H I � N I 0 , r : I PANEL LENGTH � 67 PME, LENGTH 0 -A�j ! I PANEL LEINGI I I SEE ELEVAII 4 I , IN 11 ��� , ON (SEE ELEVATION ;; I : 1 (SEESELLVA ' 'IN 11 ISE ELEVATION I n I I � - IT n I ON SHEET. I I '. ME ; I . , ON SHEET 12) 11 . : 2) 0. SHEET 12 L ON MEET IV It I* M.,, I I � I III I I " PAN" -, G Is � � i� 49 I :F­ I , I -SEPARATION 11 . I Ej ; I I I I SE- I : : I., Is to CLASS I, : , I 1: 10 GLASS 0 '� I I i 11 I : 9 "I ,/ 4 � I ­' " 4- I .� I [ ,� t : I I ; I ; I I � L I. -I � .1 : ( L/2 : I 1 I I III L/2 ! L ; I : I ,. . i i 6 - � a. I I I : � I, D i) 0' � , i I I I 1.� I [ I ( O. : ED. I ED- - L E 0 . I I I , : 't ji to I , I I I I � i q .1 I I- I I I I )w i (. I. Ilr 0 a i/7 OIL __ � I - 11 ­1 I I., I ED : _. - 11 - 1 4 1 1 I ED! ,., � - . - I I - E 1� ,S.5 " ­ ED i � 3/4, 11�� t 1 C4 ! I . a : � 4 -2cN514, �­-_3. ; LiJ.", , __`M 7 J", � & � .1 11 I I . , .InAy I _� RT - I x � 1 - , i , I 1, � 1� _4 11 1/4 - 0 TAPCON I -- 1/4-- 'AKIN ANCHOR 0 2. OC ANCHOR a 9* O.C. EXISTING POURED CONCRETE OR L�STING POURED CONCRETE OR CONCRETE BLOCK REWIRED CONCRETE EtOCK PEOURM SECTION R-IA 0 REGULAR PANELS 0 UEE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-l' I /.,. SEE SH VS Is & 'a FDA A.tHORS ANCHOR rMIRE TYPE J, Sw a ,OR INSTALLITIONS IWO "'RODR, wow FRAME B11aS v �Ivi` SPACINGS .0 WNW.`_ - Amosisse invomm; (.) - ` .. __ - -----,- ._RRH ,R,,­ (.,) EDGE DISTANCE ARE INDCAIED ON THIS 3 SCH DOLE FOR LOL LESS THAN = D• ONSCHENILE REDUCE �MOR __IL.I . OI­­ es­-(-�j - 3 - _W.L CIPE MMU = JO FACMR By .JLI.PL-AsG SPACING SHOWN ON SCHEDULE al .1 1OLLOWING FNCIORS I 112. - FOR THIS 0PERA111014 TO BE POSSIBLE. REDUCED SPACING OBIkNED USAIG S�' NOT BE LESS � 2 V21 De' I MN-. SP.CINC INDICATED FOR EACH ANC.Oss 1fP1 ON THIS SCHEDULE r .. I 1 3 11.- I ; f I I . , . 11 � I 1/4., 'ApCoN . , 1/4-0 TAPCON ANCHOR 0 lit 0 C ANCHOR 0 lit OC EmSTINO POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLOCK RECOPIED SECTION R-2.A SECTION O REGULAR PANELS 0 LIFE CONCRETE BLOCK REQUIRED R-28 SAFETY PANE WALL ......... .......... ;- MOUNTINGS SCALE 3/8-1" N1 ,,,, I A?,Wk , 0� ......... /,�, " , " , ,*�.,-`,�\CEIV %-'Os 40 . Se ..., S . 4 : No.44167 ". _= E * . z FLORIDA BUILDING - CODE (Non High Velocity Hurricane Zon L-D In. - 1 11 % _� STATE OF .:, __ - 24 GAGE GALVANIZED STEEL STORM PANEL ­_ - IN, . " , 1-11 . I - - A-, . . z _ I. 1ORI1_ ' . . �� - I �e�__� I " ?IL ", GLOBAL PROTECTION PRODUC PRODUCTS, LLC. W/?,/- .7t . 1� 'zz,� N 4 C - - � 1. 11 ITIODED _. ` .31. I'Lur 1T- It EIII41.U." COMs`I, .......... it . / -,= -­� . . - - =11!11.�sil `NKm N.i__,.� 1. R."-fris 7 20-175 ORAIRRID; - RRI !_ -O'K` O* "' WATER tas N I 12-1 __ P L SEALISCRAITUREMAR in"! - ­1. 1- I - $� -1 0 �--------,-�,------,.-.,--.----�------------------ _______ INSTALLAT19N DETAILS FOR LIFE SAFETY 1) INTO WOOD _STRUCTURES - r___--i - ---;. -- I HL.xPI *000 HEADER I REQUIRED REQUIRED -WOOD _T---II-I/E-t t______I' IJ._.INPC4 - �I ,1 .. ,o". ANCHOR01 ! � � I I I : I rl, C2) � I . ;"i � ""' , . - -, I I I -rqr--�,-, - ;, I :4i , �4L . .12. �L �/ 2, 1, I . I/.. II/e 1 . MAX., I 1 � - MAX. i 2' ! - I , � 2, 1 , - I ; ; ; I , I ss,� I � . I 1 1 I i I I I I ..., L ; � � I Ib7 =.- 1; I I.: Ill , (1) �, I 10-1 " 0 ; I 1/1"Il-mist" ; I Is I , ? 9 I l Ill "Ll.111 5,1, I � vf=1;s R N I .1 I 1110 .I.A. I I I _/ ! r I - M N I .m,m " w I. PINED _G_l: , U­ - "_r G. Ass is ; '4J 1 4 11 I - ii : .,. 11 -L'. , PAN LENGTH '� 11 I 11 _t I MAX, I EL at" " PAN LF4 11 . " c (SEE ELEVATION 11 " : I (SCEELEVATIONa I ON SHEET 12) " I I 1 - A ON SHEET 12) I � 11 �, I is I I I - 11 I I a I �, j OPT11 " mit. : - T is- O GLASS I I IFS -SEPARATION 1, I � sit r_Lr__1 I Il= ----:- A I fo .. L___­ i (� I i ED; i /I I Is .Vt sic .. f T 0 a lIr as: ED I I . - . � , -1 � : -ago* - W_ ; I . , . i E0 I I I , t flo - I i•- I �---- -- -� � 2'.4* WOOD [ : j 2'.4' WOOD � ,� : I PLATE I I PLATE � I l i REQU RED � RIQUIRED ' ; I ; 1/4-0 PANI PLUS i 1/4-0 PANELMATE PLUS i _ I i ANCHOR 0 12 1/2- r, - ANCHOR 0 12 1/2- O.0 � � e I I I ! ! � ! - I i i i I ! ALTERNATIVE R-3AW ALTERNATIVE R-3BWI 0 REGULAR PANELS 0_ UEE SAFETY PANEL I ...... IIIII.-j" ...... 1 WALL MOUNTINGS 4 14 4 /;"", i "'_� . ......... I SCA-E 3/8--* A;� .� ,,�ENS,, .* . - I . . - z .1 o. i4167 '. S FLORIDA BUILDING CODE (Non Zone) - . High Velocity Hurricane . I * . NOTES, z - , . I 1IKRE `,n. - I * - . I ­ . I 1 24 GAGE GALVANIZED STEEL STORM PANEL . i - I INSTALLATION ARE ONLY VAUD FOR MAX A 5 D. s _.-. STATE Of J,CC 1- - I � , ,p .. ; .. LLC.j -'/V/- � DESIGN PRESSURE RATINGS (p SJ) AND PANEL 's 0iA A`(OqVT`.A#_V__: __ � I � PRODUCTS, TION LENGTHS AS PER ELEVATION ON SHEET 12. "I",- �_ D"' - I IILIECO.Twic \ �-7 ____ �_.��, TICIFT No a ENGINEERING COMIKAR, S $I Veit, 2 FOR NEW WOOD FRAME CONSTRUCTION WOOD ,� /()N ,/­--, - 1 1331- , .1 � I - , -WE, I. � ­1 I MEMBERS TO BE SOUTHERN PINE NO 7, W/ SPECIFIC Is ... 11 " - -,I., .?�!a It _?.,�, ",-5. - (_� 20-175 P`;_�` DENSITY OF 0.55 OR EOUAL. - ­ -11-MI-s- . - DRNI­ . I " SIDAYS,ONA'UREIDAM -.1C. I 11� Pt i 111. . - '4�1 ; I -_ , I - IA 0 I. I W CD C_ U) -0 -m a) L_ (2) a) " CL 0_ = 0 70 0 L_ = q)-6 co -0 _�E 0- C/) - a) _L_ (1) -0 p 0 -0 - -0 = 0 = L_ C:)- _2 = = 0 (1) m I- 0 .0 4­0 C5 LL .4- C:) -m > .D . Cn -0 a) cn E § cp -6--O tu 2- CDL 117- �-- m -0 , .= _+­l' U) 0- < = C3 C 31 C, A . :G Do .t> LAJ = �5: I:= C=3 6 tr- Z7, = 11 1:.., t_� C14 _= I - = LA it . 12 CC = in " -4 , ; (n CE, = IV .-Ox 3:: - I .2! . r-L W ; w _= - = w = 4 C.) = I - 3: m >- iG = 11 11 . 1� 1.) -= � co w = &M , -7� = .2 T I I 'a -- C- I= r,v C, U 8 U) -,I.., " a) (D 2 -+--a P-0 U) Z3 ICU > 0 L_ CL < (1) _6__j 0 = =3 -0 m 0 OL - 0 (1) 1111111 L. U) CO L. Cn :3 LU � < z z < I .-i 0- SHEET NO. SH 1.4 _ _ _ -1 - - - _ - _ _ L/1, � .1 " EZ1/18, EZ 1 W/ 1 B AMC ATE - - --.. - (SET SECTION EZ1 a ALTERNATIVE EZIW ON SHEET lin _.- --3' W. _ ' 4.4A - MFn 1, 4: 9,!(SEE NOTE 2) :l l,w 19.NOTE 11 2) I14x 1' S.N.. ------ _ _ --- _ i EAC�1 INS. -"...._.-2T ' J/i6'. 41114,N,14 OF � •L-t-r-'�-i"")------I--_--(_`}.-.a`_-Ti-, r 4•----,+F �� �y LOI EACH BE 5•'AI.,. ALwFYS BC Rom' Pik P'45rTA.._EJCFRON TIN +/I Oj T o O o o O(Y- o �O o o _ I L-- 1 PR ICED w' REAR NAnG c TU FaGfu TA`E �NSTALLAr.w I.' INr v0E? I UEE.7FAr TR..CTURc£tvING i I � i i I I li I i I I A l II I jjf A• 1 PER 5Dx 1 - - - CT ( 1 ;Ll_ftL-1N F al.•iLI_2= E-1 'UNG STORM PANE- S" TE4 [♦ , 1, LUNTEPr,P •-Ale N1 RI R MAN•" ',�E'41OR CAN " MAd1 '.ONSISTN., or PANE_ . Lc, I TRACKS `� .9 P07TOM ENU AiE, E,' i E 0 __, E1` I 1 ( - F .EN( 4pNTI 14 1 1 SFf. 140 C :. .i, 4 I I SEE N 7! • ' 3. ( ) PANE HALL NLWA _ BE C�NNE :EFT TO BT L4 r ACX 1 i �,I' 7 HF WLS. .T P PAP V SIIIALI NL I1ROVULri At LOP its WCH I . I I I - TANU ANL _S �" LLNcU I I-1 it"+ -) {his lt;s ti Sr (i M.! uC ) If NI. PANE G ARE hNF 'CC - SQr,DV NACN CONNFUI(M A 1 : ! ''�, I I S.,AII *0NS.S- + 1 •a F 20. 3/A M W' e a 15 ' WNC ( i I ' t eOl rEC1 PANEL; wi 1j4e-7U11' ' MIT OR I/4 ez,'./4 V.n THUMBSCRFW IN!() TAPPE B -.TOM i � I i 1 5 S BOLTS 1. e i DVE'H1AUv TRAN LCICAT-ON OF FASTENERS MAY BE AT FITHEN OF TWO - I I i - (SET 5FC1'IN' AS APPLICABLE) EXT R;OR LAT FLI,IHCES OF END PANEL '• 1 ! `Ox . - __ _- - (4. , LASE 1 R NCI ✓ANEL1 A: E NC OP:h CTE( 7( BOTOM -- _ r : ACN ( A STOF 9AA S "NCY t SEU A "OL'} AT LCAi 1'NC ( iI --t 11 _t--T- 1 .. .} j-- PANELS Sr.AL 6E ''pr4kECEIn 'G BOT 1M TRA:,x ANC, SFECS Y Y-"t 1 i t 'j--Y I t- F _.f_ �..?-Y-,I,i. CJNNE IION OF G U O7E 31 N L C - + f .T _7 7. �. I i. -2 .T.ti NDICATE N n 1 ABOVE. SUCH ,.-.T CASE. r I yy ,y A L J ' 1 L L J - L 1. J JJ L L -1-1L L J J 11 i J.J L !_ J _1 I L' 1 J J 1 J JJ; ' i AN[.S TO BOTTOM TRACK MAY OCCJR A' ANY PANEL LDt ATiON r _ L � J J_ L- L- -- -- - - - - - - e -- - -- --- - --- , - 3- IAPM ;- 4 _ 1• Nc. - _ .' Win SY'E =CFI " MIT 'i 1NSTPLLAilO`NS ONLY VAL U Tv' WIND .>4.,,r , % /w/(1 , NO1E ) SPEED U° '0 :7G m P H ANr.NATPE ISE2 SE: iuN E21 A A:ILRMTM EZiW GN S1+E E7 19) - EZT/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (11 SYSTEM (t) SCALE. 3/3:"-i 2 6H1'(MN Pvi,, ' . Nn. .�A1 11 .-, .K,LI YA_( ) +/4' Mix. GNP ' i ", SECTION A -A ., Hr7ll"'N' sLFA.1"L�/ �•`�y�P�,I, •'�''EN `r ', FLORIDA BUILDING CODE Non High Velocity Hurricane 2on6 _ 44167 i 1+2N2 �sam. "` 24 GAGE GALVANIZED STEEL STORM PANEL EN4�+-R, . = *.. W, - t : `__ 11 -.. -` Yt GLOBAL PROTECTION PRODUCTS, I.I.C. Prf.;ne91Pe It ECOIBEE 4' sTATEo� �iTgI�P .0 ZL 11L TT� -_& E*Q'.EI%N6 CCO4nANr "N79 AM. 5, 5`PLit D *_ Fz 3`". 20-175 �.P-. ff 1, �F. -. �... r, `` Mo. I?�:. w�w.w. w.A.'B .r._,v, T•t_#. rRD•NNN• - SS.IAeF-A]ti• NH11111 :fY,I .w-t[R a LN:Jr Y r _ .H6i1 NEW 1> I% 1e ENGIr1,j E"1NG EN13INEERINf3 EXPRESSO PRODUCT EVALUATION REPORT September 15, 2020 Application Number 17888.1 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address1540 Donna Road West Palm Beach, FL 33409 Product Name b Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida BWkang Commission) Rule Chapter 61 G2D-3 005, F.A.C..for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Budding Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-elvaluabon M this product shall be required following pertinent Florida Budding Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENTS FX drawing $20 31543 titted'24ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)", sheets 1-5. prepared by Engineering Express. signed 12 sealed by Frank Sennardo. P E. is an integral part of this Evaluation Report. TEST REPORTS rm Untfostate Structural performance has been tested in accordance with TAS 2D2 test standards pet lest repon(s) *BT-ASG-17-001 by Biackwater Testing. Inc. Large mersiler impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reporl(s) YBT-ASG.17-001 by Slackwaler Taming. Inc. . STRUCTURAL E�/NEEPoN6�LCU���3 Structural engineering calculations have been prepared which evaluate the product (lased on comperalive and/or rational analysis to quality the following design cntens. 1 Maximum Allow" Spans 2 Mimmam 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 M OENGIrifERiNGEAPRE55.COM ENGINEe PINGEYPRESS. COM `rn_') { ge" ' SO .: Y.: M 7___!_7T-'­-­ -/ Fit 3CC1111r. - 1-1K, - `�' 1 ..., -� - •E n'I' IRM.NJIIIRH:I MIXIII%K ION A 11 ­ 1.11 -1 11 SE y.TFT.+'• Er,JG1NEERlN(_3 IVL Page 2 of 2 A11 American Shutters and Glass - NUB Galvanized Steel St1xm Panels No 33% increase in allowable stress has been used In the design of this product. Separation from glazing )s not required for installations outside of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously,sted test report(s), and is accounted lot in the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind bads as Indicated In the span schadule(s) on the respective Product Evaluation Document ().e engineering drawing). Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document (I e engineering drawing), along Will all components noted therein Product components shall be of the material specified In that product'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 () e, engineering drawl as noted herein rig 7+9 n9) All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material Wed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a sn"pertific basis by a registered professional engineer. All components which are permanently Installed shall be protected against corrosion. contamination. and putt pre W P 9 other such damage at all times. This product has been designed for use within and outside the High. Velocity Hurricane Zone (HVHZ). RespCI;tful Iv. , , lt--;�l. �}� ., "dP G5H11fAI Frank Aennardo, PE ENGINEERING EXPRESS," RPP00465491 Cen Auth 9884 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM qa ENG INEE RINGEXPRE SSCON ENGiNEERiNGENPRESS.COM 4P Y ,T /I I �, "1 �:V//// //Z� / / ,// I _ 11. . M5 - , 3 PfLsj .I , U WAtt YOUi1T 5=CnbN _ M'ryY- v 'I r, � r, .jr,­r­ I" ' _� ': I �A ,I _- - 1 = l 7u ^ 2 ­ Flk - M2C. N 1. -1I I iL T J-I , . cN 4 H•M _ - COJ_ IN '. L'J4 , ` IA!10` 4lC 0'A: C ,A_ 1 E %uLL n.: -. . ,aF. , + �'' yY/\ CCRIRGRLO00. NOUM SCRIOn , x-.III, X X1 - L _a, 1 ' 1 1 - 1 m WI. . _�],r r., ,Y_A� Tyr w f Y M SrE FT' 1 4,0.R . . .!I 1;-,1121 I� 0 11:1 mig Hn N, '.'.C] F n r : E.rI ^F - R FF -u-><rr.'.� pig f ■ 1 a r:'. i IY 1 e T RMNE Hnr R. r- .1-r11, r; rY MV r.Fl .E,E,� r n r 20-31 K N OPNO 1VIO"OM CLOSURE O­`TAEL omlauom _ _ INSTALLATION TAILS FOR SERIES 2000 E-Z HANG STORM PANEL ) DE TAILS t1 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE fi 11 pliSTiNG POURED CONCRETE DR _ I; {'1 TAPCON CONCRETE BLOCK ' - ANCHOR O 12' 0 C. �/ REIX1NtW. r 1 r i 1 1 � � 1 /4'. 7APCON ..-I'- . �I I' -,. eta. i' HEX MF41D TEK +,4P+' HEX MEAD TFK WOOo HONER_ � •. _ - -.. - -SCREW � l ANCHOR O 12' DC. ? ♦ d' FRO. REWIRED , SCFFw a A' FROM EDGE OF EDGE OF 1 lJ { C9; +,� E 0 I. 2' +1. YinEl - LES t t/2' k -t j +/I' ' I /.-.-x, F. I 33 M..9 I - eel/.'ac rK a ! I MGI:a.IVP,gl1 +f2' 1' Min 05 MEN NNR P 1 1 ;J" I I I R-SEPARATION I' Mm ENISs"'tc N TO GLASS j 3/'Be EXISTING SEPARATION � t 3/16'0 G1A55 11 C ALLRENUM POP CtA55 E TO GLASS. i ALUMM POP s i (' 1 T) RMT p i � ,`�,! NNt7 N - _- I/.•E-la•• x ' Pi;.. r- 6-Q" q.. - f r I 6-D . i I c Im e i R I 11A%. +/.1-la,' *1 I I MAX I { ti I PANR LENGTH i5 BOLTS W + B 1 PANEL LENGTH ♦ I ( '4 u I • 11j i _ `•' Y tl i' him I 1 I IF-SEPARATION-1 I N I' Mtn I /4'P-20F2' •-iEPARATION B TO GLASS t � it 1 THUMBSCREW 50E N 1 �' SOII R TO GLASS 1 OF 'L' D i /4'.-a0,7" OF t' I 1 N THUMBSCREW 11 i I 1 I �_A ,,, I EO. /2• _ 1 `-.swT"`T..P .. I - -1,7 /, nc /2' I Ea tl 1; 4•e TAPCDH ANCHOR a 12' D.G. ,/4'0 TAPCON _ 2'.4- WOOD E%1STING POUREDi ANCHOR O 12' OCCONCRETE DR PULE I CONCRETE BLOCK ... REOUNtED REOWRED WALL MOUNTING WALL MOUNTING SECTION EZi ALTERNATIVE E21W SCALE 3/8=1- SCALE 3/8-1" j'"'A" V,""MPM..H.7111 •, �1Ta� �"_ S1 FLORIDA BUILDING CODE(Non High V.IPcif Hvrrlo c.. Z... ) 1�5: MIN. PANEL LENGTH 0. 441 1, e P70 •RICSD - 24 GAGE GALVANIZED STEEL STORM PANEL t DA',,E E, 1. INSTALLATION ARE ONLY VALID FOR MAN. AS.O. DESIGN i r %_.• - _ _ / PRESSURE RATING •F/- 40.0 p.B.r AND 6'-0" MAX .O •, $TATF 0..V' 1 1 L E C O IN= or a� 10 _ GLOBAL PROTECTION PRODUCTS, LLC. '9 ' '� PANEL LENGTH. FOR FRAME CONSTRUCTION: WOOD %ya.Y^ fEJE+lu� n,� T7ti1* C I•INERINQ LOYEANY .e60 6tl 51 51RrCi 2.. NEW WOOD +EST"�a MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Si EN ,.?, ,... ,m,. r. F«"""' r�Ea1 ( 1R60.-cis+ 20-175 '�"+I A'•., w,PHe ror:ew-,5.e ss. ��A''Ad ONAL _ Y..,r... YM ND N DENSITY OF 0.55 OR EQUAL. IlhL_ Iulme. /9aNHl _/0,a wit _t-� 1. ML 91 N - Iloilo U, I 44 8aT IS OF ,e ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED IIIERR TO PANEL SPAN) TOP MOUNT (CONN TYR. TYPE AS REQ'D) SECTIONS -T- FAP NAL /'-20 STfFCH WET WASHERED U iS FASTENED O OVERLAPS O MI DSPAN (USE `� •^•PRIATE SPAN TABLE) N I>9a ��O P t F a�,rz. Xq �WNOISE,�Y\t_2BOTTOM MWNf ) .. (CONN TYPEAG N\ RFQ'D) Rp.391' A MAYBE AT T `, , 0 I75" d �TTOM 1 TYPICAL VERTICAL MOUNT ELEVATION %,,V N T S. ELEVATION TOP MOUNT (CONN TYp I- A .`: RDI EQ'(SPAN ABOVE) TR A) BOTTOM ABOVE ONTN TY -'q 11 ICONU PE 13 � AS REQ'D) 0 E� � o OBSTRUCTION (LOCATION MAY VARY) B1 � I � TOP MOUNT (CCNN TYPE A5 REQ'D) BOTTOM MOUNT (NNV LRI6X TYPE AS READ) (SPAN BELOW OB5TRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, CIPTIONAL W -20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED @ SPANS ABOVE ItBELOW OB5TRUCTION. OVERLAPS 9 MIEISPAN (USE APM20PRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PAr A EL- N� MUM 51D.R PA tltHARA 1O N"OMGA t IIYH2 WINO LONE 'l AB 1S5CNT1♦( FA(nk>1 MAXIMUM IMIN uI IhNtlal I NSrANIAnU S�R '. P9"GN RF4tRiPAN Ps 1 1 01IrHANWAB0VIINA E "'AN U ABOVEGFA DI - •t U - - t+4F 1.--- - - - _ I60Am _- - - - ' _. :16 in •135 I31)D u1 1 606m 2I"I, 41] ! 130 Olin hO6m 1 !m .i6 . •/4S 1TUU N, 606,n _... - 2161n - ., i0 13t71I N, ) 606,n : 161n SS / 1!M 61n ' 6 08 m 2 35 m •7 ND 81 ZIn i 60RIn :S3m - /_ lit _ 59 3 T o 12 fj - 7' / 164 61 91} .,'-7-"____17 fI 4 I _.__-_61T 96 :I,F /'Iry t)LNt:LJULt 11JU I t5: l ENTER SPAN SCHEDULESWI7M NEGATIVE DESIGN. LOAD S PANELFASTENER SPACINGTO DETERMINE MAXIMUM ALLOWABLE STORM PAN Ei SPAN. SCHEDULE IS ACCEPTABLE FOP USE WITH POSITIVE S S THAN R EQUAL T POST E LOAD LESS O t O Q NEGATIVE DESIGNLOADS 2 'PANEL FASTENERS_ ARE STIJOS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS CIF TRACK. STUDDED ANGLE. ETC I USE 6 25' O C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND'U' HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. UNEAR iNTERPOLATiON BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD 1 ENTER SPANLE1.EDUCE WITH POSITIVE DESIGNLOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED I. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEAT HIGHER p { U O - F t N T 3 OR INSTALLATIONS OUTSIDE OF THE NV 2 AND OUTSIDE OF ESSENTIAL FAC{LITIFS 1N ASTM WINO ZONES 1 THROUGH 3.TNE GLASS SEPARATI ON SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTEL-TED OPENING 15 R IRED. °"` �It AA00 A 19 CA W6 `" ` - MAXIMUM ALLOWABLE ""` - Frank DESIGN PRESSURES: M'rNr M1 , n I, +'ram 7 H'r, 4 -arm �-- AS NOTED IN DESIGN DESIGN NOTES: SWEDULES a Ni PO nVE AND NEGATIVE DESIGN PRESSURES CALCULATED 'M FOR USE WITH THIS SYSTEM SKALL BE DETERMINED PER t Pi h SEPARATE ENGINEERING IN ACCORDANCE THE NWIITH GE EEEMLNED INDACCO DAN RWITN dESCMFE 7 N1D OiAPTHl 1609 OF THE FLORIDA BUILDENG CODE SHALL BE LESS THAN '�M B D W l=J )i OR EEQQUAL TO THE POSITIVE OR NEGATIVE DESIGN > tt 1 PRESSURE CAPACITT VALUES LISTED HEREIN FOR ANY AS SHOWN. WASSEMBLY P GENERAL NOTES: St } i �a 1. THIS SFECIFICATION NAE BEEN DESIGNED AND SHALL BE FABRICATED IN IN N �i KGORDAfICE WITH THE REQUIREMEN750FTNE FLORIDA6UI-.CODE SEVENTH EDIT ((20T0)) FOR USE INSIDE Mo OUTSIDE OF THE HVHZ. PER TAS 201, 102 AND 203 TEST pRO700015. CONTRACTOR SHALL IHVESfIGATE aw d O AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTSWHICH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE RA ADDITIONAL STIE-SPECIFIC SEALED ENGINECRING. 2. Nb 73-173A5 INCPEASE IN ALLOIVASLE STRESS HAS BEEN USE IN THE DESIGN OF THISSYSTEM, 3, THE ARMHITECT/ENG}NEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SMALL BE RESPONSIBLE f9 ., FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, Q el 4. S E PAKATE'SITT"SPECIFIC' SEALED ENGINEERING %HALL BE R UTAED Ill IBCi OROE0. To DEVIATE FROM LOppg, DEFI2CTIDNB, OR SPANS CONTA9U HEREIN. CONTACTTHIS ENGLNEER F(R gLTF0.NATE SPAN CALCULATIONS AS p C MAYBE REQUIRED. "+ � m 1 5 THE SVSTTM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION PON A SPECIFIC SIR. FOR SITE CONDITION& DIFSERENT MGM I N W y C D ONES DETAILEDHEREIN, THE CO NON ERE N A LICENSED E l E R In AILE [ . LIC NG NE RO REC6TERED ARCM ETECTSHgLLPREPAREATE SPECIFIC DOCUMENTS F OR USE IN `` � � t qE CONJUNCTION WITH THIS DOCUMENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED . I z� ` PRESSURES DIVIDED BY A L5 SAFETY FACTOR. Z. N 7. ALL FASTENERS TO BE X•R OR GREATER SAE GRAD[ 3 UNLESS NpttD OTNERLWTSE, FASTENERS SHALL 91"I' M, PLATED OR OTHERWISE "SPECIFICATIONS g)j( III d i- CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH FOR ALUMINUM STAUL'7URT6" SECRON 7.3 6Y THE ALUMINUMASSOCIATION, U, ', INC,; B ANY APPLICABLE FEDERAL. STATE, AHDPOR LOCAL CODES, a ALL STORM PAN EIS SHALL BE 24GA STEEL [.0, 024" �} ,y < O 9 STORM PANE SMA CONFORM 0 ASTM A 5] TR CTU L URLITV STMLYG60GN.VANIZEOCOATLMGWITHA MINIMUM Py WR.l KBL.O C I 111 flLL ALUMINUM EXTRUSIONS SHALL BE 6063T6 ALUMINUM ALLOY, � ����iiii UNLESS NOTED OTHERWISE. 11. TOP 6 OCTANES SMDYIN MAY BC INTERCHANGED AS iIELD Q' CONDITIONS DETAA DLCTATE PANELS MAYBE MOUNTED VERTICALLY OR J HORIZONTALLY CRET AS APPLICABLE. CONCRETCO CRETE NOTED N I SHALL EMBEDDED TO J q O NON-CRACKED HAN-CRACKEDCONCRETMENDAIONS,LL ALL CONCRETE ANCHORS PER C MAN UTHE CRFRS RECOCONTRACTOR 15 RESPONSIBLE RIBR INSULATE PRQYSIS. F�.I e gE ME ERS FRO MATERIALS E MEMBERS FROM DISSI UIX MATERIALS TO PREVENT ELECTORAL D9. O 14. EINGINEERSEAL AFA%EO HERE TO VALIDATES STRUCTURAL DESIGN AS . ® S 1,1111 1114 R4 13. EXCEPT AS VORESSLY PROVIDED HEREIN, NO ADDITIONAL CEPT]FtCATIONS OR AFFIRMATIONS ARE INTENDED. u C t16. ALTERATIONS.ADDln 14S_OROL MMARKINGSTOTHISDOCUMENT BRARE NOT PERMITTED Alto IrwAL]OATE THIS CERTIFICATION PANEL5 PERMANENTLY NI7. Ill SHALL BE LABELED WITH AMINIMUM OF(1)LABEL`,,y..��'EP EVERY].DFEEFCONTAMINGTHEFOLLOIYINGMMPMATIONiS=MSRALLANERICAN SHLITTERSAND GLASS WEST PALM BEACH, FL g1lTAS C�E{ 201, TAS ZOZ B TAS 203 FLORIDA PRODUCT APPROVAL NUMBER , ®RSpIrnYIN{ 20-31543 VISIT ECALC.1013,1ii3 . fia n.R 9-3'C: Fl: D_IIi.T:-.3 e ,., ..I+.Hr A : rM ...I,., ,._' 0 1, ,I, MMI9IMIJ®WNE COwaTOPE CgtJW.vMHlln! +O°Hr1PIl9.WICbI .R,W,- 9E1­I " . MfMMSna ­l Ae4: MINIMUM ALLOWABLE SPAN SCHEDULE hir _ ,. - TOP MOUNT I f �4 �; "a "5 2 �� Ill A � �c ri a � I "H' H ..ant a- m r I3^ T4 it ' 'U' H .e., BuwSa . 0" O" a' 23" Ft' 2s 2 3" I r O' 2 A" IS 5 L B V' MNNIe+ O' 0' 0" 23" Id" 24' L Ir Cry 2 i IS" 7F' 2A 563UW r �r 2 Y 2? il' J1' 11" 2T +1' 3:Y' o "FT BtYIM,A neck 2 'Y 2 1' ]D" Ar b S17 T5" Air '4' Ar 34' SS" S rT sG /5' 25' 25' 3 " S7 3D' SIT 5P 25' 501 5P 3+` 33' 0 sew Iwo MaXK 2r 2r 2r i t' IB" 30' 36 i " i 29' 2i I5' IT 3+" r ORw1 Mount 2 r 24' 2 r 30" 49" sD' 29" 4e" 2 r jr_ 30' XT' f D H' v ..ant a a Cro zs z zs xr I 1 a d' aI7' IB m Tr 'F' Pck I r 2 r 2 r XT' 4C SP 2T 4F TA^ _ 4E" 30' S3' SYM SIR 23' 2 3" 23' it" 1T'' 3d Zr27" 30' 33" T C NMI 28' 28" 25 3S U W 56 IV ST TB 53' i3' SF' O N 5 9> u 1, M D ,i' yyvr, W I U .- 4 K D ``tW a L O z Y N Q�q Q LT., w O 4 L O ^' W - 3 i N K T �w OW W O I ".PANY. 5M0' M E 1 4 5 5 �ALtt � w G, "IN: (n uHCITI(MI' tM f P' S3 %SEW 1 IN eL} Nu r -1 R f4 , N.'l.1: Eti'E4A1S 0 SYO 1 RU". E' fD MANE 1 A I A TS Y C E MC i - - el tCY. ABC' F F� C r EC K- E.. 'v'. W. E f-- I^ V 1 Z•C wt1,•By :rr'i n, ,rr E F X, , 45S Mn uE-nl,~'•I TABU AFP1,Es roEa+�..R. 1 ,A .YI .a„sr:,<+•POI.I +Ic..o. •.P.u., Aeo ..wr-+, PnN:, O S AFDENf.S. . U6 t5 5...Nr, ,,�: sv4N . . .ai eK. •:ne 11 IN r,U .FI[,- 1­- SF111 _ !,E 1. Q $ Z ^"CNIHC:P I11.1: 'r. u,1+•4 u,N1-,,,I.; YNIJ1-S 1-11,!E DP.A•M-s A � OPTIONALINTERIOR FASTENING DETAIL N.T.S. ur ,OpC D' IL'00 L1N,y $ -' g 1 O Z 6 S `u •� - _ § < -1� IIn Q ,,.E ,.1. F.).•,NTPF.G. roc w U_ 3 (i W <ff O 9 PMI[1 1.A04ANn Q 'H P111 '� A Y 1 Y wltc•t .�E � aaI I!;i I S;11.11 115 _CFCA i.. A 4 piA1 a M 11 f+i'- Ir � �11, t■ to M lit' I'll ',Ill y( 1 L 6 11 D j� I !AP dK .,,t,JN ysF i 0 �4�7 pq3 yp n .CON noE 5 n Neff 1 d T�• M_� �l,,eAA6 9y ,P i,8. I�;a N M E CN 'E 0 * 55 ily COPERNYAlRI/M iMAkWR e, r .n, AAMINP D+' ,P , ` a ` III ,O„ E-+11_1M� _l 20-31543 M OPTIONAL EGRESS PANEL DETAIL ,s INTERIOR FASTENING Aj r"NoDlMNPDO. PC P PE.O .M • 9685 f !.-�. E 2.250 D.IyDD9-4' Jrp „ 2 250" 174 __ A d'..^ " O,p " Q 0.750" p �Lp11 x . ? a EAf Y.(:. r 0 625" Q - 0.0114" '�.L251 0.094•' i -1 .0 hi ffi a Ell a SS" o$ 19 GA g$ Q EE 0.094' .�" °' �- 'I7.121Y' TYP. ,.i TYP ..I g T A. M s Ll E0.3 U. 621 �l - Or I - 1 93D 1.930" m g0.062" Q.652 ,375"] �. L II-1 T_0. 125INI " 2�D00" L CL � g V 1.35 D30^ - Z000° 006Z" 250 --I 2.0(AI" h 2 TYR - N.m i 21020 " §.12L- 1, 150" l M' LEADER .�'U' 1EAAER 41I• gLil O A',1 V6l•• J-PNI CLOSURE lJ - I �t LEE'-u-1L'r"--` 14 ..0 g P1 $R 3.360" HAY �7 a 313" I I .31 „ .M� z 1 !iL 1,560'h--11,560" 1.510 Q 17S° .4A g 0.376" gg 0.61g35"2„ g -JI,"LL.�� 6.655" 0.19p" OQU'6�5" 0 19D" 0.655" 0�886' a 350" t tl07" Ra'.{i�" y �y d �12.SOD PANEL COVERAGE IL ^" 1 Ljj L-1� C I., I�I� I0�. W 0.5 4"150' 0.2�� O.OSD' + ,' $a 14.B7S' PANEL LEN l?-T {0.545 it 7A GA PANEL VV _ oERECTIDN 7'0 �'JJ'' � Q.090" r DO90' TT� �N NAY- " 0.065' 250'. --1-- TYp -11•- 3-I 2. bD9D'�"V'-P- d.215' .215 O.ILo' RO ]3S ,105" 1./1 TYP D.090" p,700" 777yyy P. tl 957" V B0L0-d17 Y IRACN l•. "R" mAOM Zn,"0' nrACN W wkpUr l� V i + a 0. YN 1 0.�1 •22 �. r Po r1 I ti; II`: - 4 W, - --P w i0 LEG 1/1 I d ---- 171RLtnon OC TI - __ 4p •JP v. V4:.: _.t l'L,I i I�S.DDD" Q71y2p$' Pti/HESED R t�i$ WO, eE Fv.Tf a:: Y-..L.0 THlld (IXIENDED7 d I7 ' • la 7- MOLE - yitrl .»..H, jF 3 1.0o0" r"Y.,I`_ 3.:--H.0 UPCATG, 8 yy aF OVERLAP 1 11 b.-T.••-[c7u t YIQ 4" MAY. /A Corn. CL09URE DETAIL 2 �125" MAY. � k SE �- 0.1w,_T - F.Yo__ •10 �.25'MAY� x MAY, N X.. Lu M-,Y , ITF•H: w BULLO-OUT d n. ,1,.41. n i • ' r•F , DISTANCE �y yrFnu MOUNT ,. ,Pz ml .. c JJ N.I N. nr,,,- I.DOD" - T _ . . 4 r •.r w lL .. N �• IH I A. EMBED 6 � . 1 9D0" WERLAP Oa I w 3.820 ::Orr- r' A' u MAX ~ , .A,Er , , - � 25" MAX 0 111Ii 1.5D0" A F a II MIN L„ J 'T dll� �� 1.SDD Nm Fl > 4" MAN. , MIN. 1 aoo' t sY, tU a A ,,..N. r, 7 'HL ... nconnER�aos+ptE of ETA11 BED ..,.:n> - p AF ' 7 k. n N 5 Tr s 11 if �TPAPHW1n C1ASU0.E DEfALLC1ASU0.E DETALL n ^r, it unrs N�11EfiM 111 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENE HE ® 12 5' OC 2.9" ®GE DISTANCE -1, F 11 MAN a®CON ANCNoR PR[eBaa! TYPE IPffl SPAN UP Ta.`0' I SPAN UP Ti) -S' SCAN OPEC 10'-lw CONY TVPt CI f2 C3 C4 CONK TYPE CI r2 C3 C4 CONN TYPE C1 C2 L'3 16'.1 4 DIBm 3/ L [.nTuLTRAC011 q__...,�� 12.5 160'14, 7' 99 1?S 2fi0 30.2' 6.8 125' Ifi .D 91 12.5' 160'1L.8' 80 125' 160' 82' 5.5" 125' 16.0" 93 - 11.5' 1 2.S lfi d' ]01" 6 9.11 1 0' lie B3 ii f" 125' 16 D 16D' fi l' 91" A.. 3.4" 12.5" 1 5' 2 is a,' No D' B1' j 25 16 0' 8.1MNI Si 125' l60 Bl 5.4' 125' 16.0 a] II1f4' F 7+' 33 DMALT U LTRACON+1 I v.� ...._ I,46125' 32 i2 I1.5' ]6.0" ]lid Ifi d 32 5' ]6:0 Si0' 12,0' 12 5' 169 13 4 12.5' 1:0 16,0' 4.. 32.5' d0 1 9. 12.5' 16D 1IO 1H.0' 149' ]19 1Z.5' 16 D 1199.3 t21' t6.0 ]L 9 12.S' 1AC` 13.9' 11 113" 1611 =%- 9.9' 125'• IALD !I9 9-3' 12.5 369 1. " 1 9 0.5 33.5" li 0' 13.9" 0.3 12.5" fi ° 41.9" t 1 9.3' p I I 33 A ­1 L . SSOLID SET 41 48 52 72 12.3' 56.0' ]6 tY'':]6.d 32 SA 1} l li 7" D 14 D 9 12.5' 160" 16.0" 13.6' IL 5" J4,01.ILS1.ID,e' 12.3'• ISO..II 3' 10,7" 11. 5' 12,5 1e 0']5.6' Sfi d' 16.4" 13.3 I? 3 125" SL5" 160' 16 0' 115' ]2..5 106 f0.e' 125` 12.5" ISO 12 5' 16.0 12 5 DO51, 10.6' 12.5' Sfi. -' 12.5" 106' 12,5" IGo' 1LS• 10.6 L2.5" 6, D" ]2.5 30.6" ( ' I..". 33 il�Ar.V I APH.A 1 41 Fr r .6 '>< 5 2 72 11.9 12,T Ifi. ' Ili. 16.0" i6,0" 16.d ]6 a' 12.5' 12.5" 3e I 16 0' 16.0 15.7" EA 2' 11,A 125. 12.5" 16.0 1 0 16.0' 15.6' ,i s,, IL L 1 2.5•' LBO' 6, ' l d ]4. " l 12 5" 36 ti' ]S.S' 1 III 1 2 5'• 16 0 15 5' 11 2" IN 160. 1G0"I3 LY' 12 5" iG 0 15.5' l l 5" 12' 2 Ili 0 5" � 75 1 L,2" 12.5' 160" i 5" 11 d' i 6" 2 .0' 15.5' 2.8" EDGE DISTANCE z WIT . 1 U'r OXINED 33 H"..,1 HLNUN 41 40 52 72 .• ° 1-,/•' ,nit„ _] wM1 eunll 41 4 B q--s SZ V-� 72 6.25' 11.5 1Z 5' 30 3' A.D. 6.5' ]37" 6.]' 6.25" 6.23" 6.25' 7.1' 6.25' 11.]" 625" 95" 6. 13' 6.4 9.4" 6.T5 6.25' 111• 10 ff' 6 23" 625" 9 3" e 2V 9.3 6, 25" 9.3 6.25" 9. ]' 9.3' 913' AZEL 9]" 62 " U 8 It d' WWII, 3 1A'r l.If 3 ri(V 9.9. TAKOH 41 48 I`--�i_ 32 M��'72 13.6' 1 .5' a 160' 7.3' 1,6" 6A" s 73" 5.8' 123' 6.25' H 5 5 625" 13 2 S.D. 10e 40 625" 4.r /3,0 4 ,6' 43' 10�7 4.0' 4.l 12.5" 11 3" 91" 5.D' 6. 25' 1 lGVP 4.L" 4 d 625" iD 7' 411 AO' d S 6,25" 123' A.7" 1D.7" 4.1" 4.6" 4.0• 6.25- 6.25" lU.l 4,1 4.0 6,25" 4.1" 4.0" 6.25" 103- 41 4.0' 1OL7" 4.3" CI" O le I' 11M 111 f1 33 AL. "W'560uD SET 41 40 JIC 52 r = " 12.r 16d'141" tr ILE" 1jr 160" 9.71, 7.B" I23" 16.0" 67" 7O" 12.5' 16.0" 11,3`' 91' 12.5" 16.01, 7.8" 6.3" 12,5" 16,0" 7.8" 61" 115" MO' 9.7" 7.6" 12.5" ISO' 7.7" 6421 12.5" 16.D" 7.7" 6.2" 12. 5" 1.T 2 16.0" a9' 3 lid' 7T" TZ 6 2' 1Z.5" 12 3 16.0" 7 7" CZ" 12. 5" I i1` 2 1 S' 60 6 2 16.0" 7.7" 6.2" 1.B ]7' 6.2' ill- 9FBE0 33 wAH1A.H.Arr 41 48 y ? 52 i2 12.5 MO' 6.4' 3 9" a 25 I t 3 • CA"] 4.E' 6.23" IS.3' 4 31 12,5" 13.4' S.2' 48 1i25" 4.3' 3B 3.3 625" 2; 9.2' 36 1.3' 11 6.I 5 z 11 S' 4.4" { 1 6 25" 9, 2' ] 5 3.3 6.25' 11' 3 3 6.2F 6.25 III- 41' 92 33' 38 33 625' 625" D2' 3.5' 3.9' Iji625" 3.2" 9.1 35 1.3" 92 3S 33" a/a" PDGP OKTANI7 �ANCMOII NAE _. IRCBBUEL Tin INN P Ia A-lY gm to In vAi VPAN NF II 1 e Ir CONE TIT! n Q C3 C4 CMETY►E C Cl C3 CA x COMB TTPE f1 CZ C3 C4 UP rWBED 3 3 Mw u 48 SL TZ 12.5 6 S S.d 60 f0 9 12S 1 60 1 60 75 125' 16.0'16. 0' 67' EZ51 Is U 1BO' eB" 1Z.51 16 ❑ 151T D'. 121, Mu. ,t. a 60• LILT 16d 160- 7.S- 12.5 1±tL 147' 6.0- 12.5' 16.0-147 e0" 115' 11.Y Sdd 160" 16d AT' 1 69' 6. O'Sz5.16.0 325' 16.0 1.4.71. 60' 14.7 0' B 115• 1 5•' 2 160 1 6D 6.'14T A9" 1 0 c' 8 3 . 14.. 1 1/2" ON— 73 W,N,DSORkIl 41 46 32 72 17 1 53 TAP CIUP'CFAS' 41 y 46 T a� 52 to U.S' I6.0 160' 101' 125 16,0 ill .0' ]25 16.0'10 B' 62 12.5' SGd 141" 61 125r 160 97 56' 125 16.0- 9.7" 56 L2.5 Sus L3,5' 12.5 ISV 1L0" ,A C' 1111 150' 96 26.0' 16.0" 70 6.1. S,6' 125 11.5 12.9' 12. 160 IS .1, 160' ld 0 96 5.6- . S1, SE' 9.6" 56" 11.5' 125' 125" 12. 5' 12.5', 16.0" 9.6- 56' ID9" lie" vA 16.0. 9.6- S.6' 16.0 10.2 36.0' 9, 2' Im 12.5' 12.5' 160" 133" 1601, ILA 12.5' 16.0 92 12.5" 12.5, SbA' B S" 12.5" I6.0" 9.1 12.5 12.5 15 0" 10S 16.d 9.1" 12.5" 12.5' Id 0• 16.d 9 1" 9.1 12. 5" 125" 16.0" 9.1' 91" 1 10' , . l, ERBED 7 +I ]3 A 1 t,"N n 1-1 4] NIr1C EUs 4B *q,eEyyt32 liy }lid 6.6' 73 12.5 ' 5. 1 S 6.0 5.1' 32.5' " {. ' 5.3 5 EZ.3" 16.d 7.01, 5 9' 12 5'• ]L 5" a D . 1' 5.23" 9 B 4.1"W00D 12.5' 15.4' 5,9' SD' 6,25' 12.1' 4.7 4.0' 6,25` �121' 4.7" 4.0" E1.S 16 2 "" 4 7' 6.25' 32 3 4 7' CC" 6.25" 4.r' 4.0"H'iM�72 625 12 3' 4 7' 4.0" 6.2T' ]2 3' a 4.0 623" 4.T 1 p" ANCHOR NOTES: I ANCHOR SCIAE RULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING MAXI MUM ALLOWABLE SPANS AND PRES5U RES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2 ENTER ANCHOR SCHEDULE BASEDON PAWL FASTENER SPACING THE EXISTING STRUCTUR E RE MATERIAL,6 FAR T'PE. SELECT DESIGN LOAD GREATER THAN loll ALTO NEGATIVE DESIGN ANC ETU LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQIJAI TO 6N UTTE0. SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON SHEET2FOR ENITFICATION OF CONNECTION TYPE) EI 3. "DANEL FASTENERS" ARE 9T11D5 USED IN ODW UNGTtON WITH ALL MOUNTING EXTRUSIONS ('F^-TRACK, STUDIED ANGLE, ETC 1 USE 6.25' O.0 PANEL FASTENERSPACING TABLE VALUES FOR ALL "H'- AND -U--HEADERS (INCLUDING BUILDOUT CONDETIONS) 4 ANCFPDRS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5, HOLLOW BLOCK FAST STRUCTURE SHALLCONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.. 7 MINTMUH EMBEDMENT AND EDGE DISTANCE EXCLUDES STUC W, FOAM, BRICK, AND OTHER WALL Fi WISHES WALL FINISHES SHALL BE LIMITEO TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. B. CONCRETE ANC]+ORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAWD CONCRETE ONLY 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS, ARE INTOA ATE WOOD FRAMING EMBERS NOT PLYWOOD. FASTENING ASr M BN TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, 10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTFNERSt1ALL BE LOCATED IN CENTE .OF NOMINAL 2" X 4' (MIN,1 WOOD STUD ('!." EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREW WALL HAVE PHILLIPS PAN HEAD OR HEN HEAD 11. REMOVABLE ANCHORS ARE DEWALT PANELMATE ALL-POINT5 SCXJD-SET a BRASS 15USHE NG l2. MACHINE SIIlEYfi SHALL HAVE 1f2" MINIMUM ENGAGEMENT OF THRF_ADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N,0 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14.Ir ANC HOR CHOR CONDITIONS DITIONS WHICH ARE NOT ACCEPTABLE USES. 15 DIRE -CT 4 NTING CONDITION5- L6 LINEAR INTERPOLATION IB NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET H -b-0 CD CD = � N _ C0 O 0) - U ­0 ODCD O C .M Ca U � .� 0- N 0 C C 0 C . QD M 0 �,,- � O > .� �O 0 E a) CIy/ O CU -� .C-0 V/J u r1A FrA Iff ff � - - I C" N --- c (= N?<.-- 30 > L.AU E!6 R e'er 7S M C I N Or-c 'O e.X.I X -. 9X U9 CU = N . � Q N 7.: -I,," .. = •a) - G Z 7- ` CJ - U S ,.® __ - D] -:s , O L1 d- n y '= . .! 1_ Tr; r1 Q J ` Cn ^�1i W a) a) _c_- -6--i (n IIII-l-a =) M `J 0 (In a - 0- a) =3 CIO 0 L 0- UW Cn W LLI 2 Z Z Z Q J a SHEET NO. SH 1.5