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HomeMy WebLinkAbout6704 Back Forty LpL 0 c 0 14 D i a E v 2 E LD i e 0 0 U J 13 14 N n 0 0 i V V V n n Iu 0 n AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF orA.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BILK or BLK. 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 CONN or CONN. 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. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Flr. Floor FLR SYS or Fir 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 K/WALL 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 PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. 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.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SO 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 Sol. 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 LINO 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. Wail 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 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6A FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 SN SN1_. S3 S4 S5 S6M ST SS D1 D2 WP LINTEL PLAN & DETAILS STRUCTURAL NOTES DETAILS DETAILS DETAILS DETAILS DETAILS STAIR DETAILS RETROFIT DETAILS SECTIONS & DETAILS SECTIONS & DETAILS WATERPROOFING DETAILS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance, CP c 40 c*� cV 0 cam! t� N 0 N 0 o p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W �E 0 v C co H Cn r- u_ U. djM V J U_ U- d Z m c0 LL L ca p Z O o W � °' Z LLZ °� m w - can Z a N OU 0 W El 1/ Lp a g N � o � < d: r WE3N M (D A(1) Cil N O,L N o C N vt U tut J I zip.. 8 L dj ' < O 0 a M M J LA— E ci J� y ¢ O z o W Z ti > N n u uj oa�wz Q <ZE oz0o o.a 0 X � o C W 0, a O U Z m N m z Q W z o� < � oo �w m 4� & a� �= -. 5 o3 c O 0 > M Om d, m 0 n` i (0 LO r :3 N Q- LO _ Q o N 0 M J � 41 V7 O .O Y O m o I.n � � �p N r r (0 L0 o E c Z ca Z 7 E T y c N d EO U Z d Q JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. C S • I 1® O m KITCHEN MIRROR 0 co 0 r; a ih 0 0 VARIES, 2" LESS THAN CABINETS BELOW T MI VARIES i, oil11 O lir KITCHEN 0 co O. BATH BATHROOM 2 INTERIOR DETAILS NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD p.- w f m- 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL TOWEL BAR IN TUB OR SHWR, --� VALVES o 0 MEDICINE CABINET TOILET ro PAPER SOAPDISH I HOLDER 4 o QZ 02U. o 9- CV > co TUB FIN. FLR. BATHROOMS. SHOWERS AND TUBS a J n. w w a F- x c� w 0 so CJ7� U a DOUBLE RODS SINGLE ROD 16" FOR LINEN 12" FOR PANTRY 42' H UPPER CABINETS---, 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGSTHAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 1. E 36 H BASE 0 FINISHED CABINETS o COUNTER TOP 30" H BASE o O CABINETS oo o co 0D LL �iN r C to in a T-2" O O 2x M co i? FRAMING 9 {' '° o 1/2" GYP N n N N ? BOARD FIN. FLR. CLOSETS / LAUNDRY SHELVING x ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = V-0" 0 CV 1'-4"Xi'-4" "L" SHAPE CMU COLUMN 50 N u 'I T-0" LANAI 8'-0" FLAT CLG. AFF In' All FAMILY 8'-8" FLAT CLG. CARPET NOOK 8'-8" FLAT CL( TILE S6 `' 8'-8" FLAT CLG.._ TYP. @ 2 TILE _0 STORY. SEE _ FLOOR G.T. -� ! JJ/S6@-------------- --- -REF- - STEMWALL i� ----- - <V T-74„ DINING (3)2x4#2SPF STUDS w/ (3) 16d 8'-8" FLAT CLG. NAILS @ BASE GG CARPET C? S3 CO TYI _ 42" H 112 WALL T-3" OR RAILING PER MUl FLOOR G.T. SPECS O------------(3)2x4#2SPF- STUDS w/ (3) 16d ~ NAILS @ BASE _ a I P o � � CO (3) 2x4 #2 SPF ` - STUDS w/ HTT16 AT BASE FOYER 8'-8" FLAT CLG. TILE 0 1'-4"X1'-4" "L" SHAPE CMU COLUMN _T N -� - I 00 I of I I � I � I ENTRY1 FLAT CLG. AF " I A, All AC PAD I = U) 16 15 13 12 11 10 44'-2 8 6 !_ 4068 AR PWDR �6 -- - GG I 8'-8" FLAT CLG. j 86 S3 W. TILE rl 8 I iTP o° ! _- LALIN Ia ° Q 8'-8" FLAT CLG. D' i S4 TILE I - sw H 1 6-74' 4'-0 7, 24„ W.H. EDGE OF SLAB 2" BUILDER TO F BEYOND WALL D1 PROVIDE APPLIANCE PROTECTION WHEN NOTE: FINISHED WALLS REQUIRED PER FBC TO BE FLUSH. FIELD -VERIFY_.- G.T. 8'-8" CLG. A.F.F. _- 8'-0" CLG. A.F.F. J Z w O z P54 x2Y= ---� Q °Q (ATTIC p Q GARAGE LALCE4,- -_-J >- 11 00 w cC)ui v TYP. @ SINGLE > LL j STORY (SEE AA/S3 FOR rA STEM OPT.) S3 r---------------------------------- I I I I I I I I , I I I I I I I K i TYP. YP @ S4 I GARAGE i I O I ------------------------------- - - - - - - - - - - - - - - - 16070 OVERHEAD DOOR V-8" 16'-0" 1' AAl A" EXTERIOR WALL W/2x4 WALL PAD OUT /- HANSON BOX @ 36" A.F.F. -DRYER VTE ,-PLUMBING LINE TO SECOND FLOOR WIRE SHELF @ +54" A.F.F. w w w Z J �0m X U 0 U LU >�� oo� 60 z 90 60_ HB 0 N CD HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (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 OD +28.3 / -37.0 +26.6 / -29.1 O +26.6 / -33.5 �G SEE SN SHEET 0 SEE SN SHEET wk 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 20X26 181X252 S.H. 13 20X38$ 182'X373 S.H. 14 20 X 50 a 18 1 X 50 S.H. 15 20X63 181X622 S.H. 16 20X72 182X71 S.H. 11-12 271/4X26 26X252 S.H. 11-13 271/4X383 26x37a S.H. 1 H4 2714 X 50 $ 26 x 50 S.H. 11-15 274X63 26X621/2 SM. 11-116 274X72 26X711/2 S.H. 22 37 a X 26 36 1 X 25 1/2 S.H. 23 37 a X 38 a 36 1 X 37 3/4 S.H. 24 374X504 362'X50 S.H. 25 37 4 X 63 3612 X 62 1/2 S.H. 26 37 4 X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 2 X 251 S.H. 33 54 X 38 8 52 2 X 37 4 S.H. 34 54 X 50 a 52'X 50 S.H. 35 54 X 63 52 2' X 62 z S.H. 36 54 X 72 52 2' X 71 S.H. 39X59 40X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV-A SCALE: Y4'=V-0" 0 CV 0 -o UJ o c -.omac a a C n C-4 =ate CDo;.4c a. do o M CV 0 CV 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W 4 It EE p ,8 o 0 o? °� co # M <n 04 a 0 c;M� C LL -J cc � a Z w -ca Cq a W y .- Cr o m C'4 O 8�pj6S W Z Co Ci on N N Z Q J Z O U U co W ❑ ❑ V M z, N th o o N z � � <c _ a 7 t� z o 08 _ 1 l���, T Cli UJ M _ 8 rI O V) L.Ug n C3 CLT a.0 m F J E i L U d i7 p N Lv U) d DD Y O ® Q N CA r_ 0 J W M Z Q LL Zz �o T N Q� E ® �z oa I- C Xg w�CLo a E p< S� Q 4J C 0ru h 44 4 Q w W W CA)z �< om0 m � J Nm <° aw �z N Jo � ii¢ 2 av Z w Q� '0 �O 0 = > C`7 �- m ca C0 LO T :3 N C- LO _ Q CT o N ca J a--+ o LO 0 IL -�d O C)m o Lr) N <C o a E C° LOZ M Z r N E U B a J Q J JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 1.1 r 42" KNEE WALL WITH - 1x8 CAP & CASING OR 36" RAILING -- 36" H. CONT. � GRASPABLE RAILING 3/4" PLYWOOD - DECKING PRE-ENG FLOOR TRUSS ix TREAD (TYP.) 2x4 THRUST � 1x RISERS (TYP.) 7: 00 BLOCK ' 60 - r- (3) 2x12 STRINGERS 42" KNEE WALL WITH-� 1x8 CAP & CASING OR PLYWOOD 36" RAILING - DECKING co 2x6 LANDING 2x4 THRUST BLOCK _ 2x4 FRAMING TYP. STAIR SECTION STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 9 3/4" PLYWOOD '8 DECKING 7 __ 2x6 LANDING 6 >- 2x4 FRAMING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUI @ END OF LAN BELOW HDR. B STANDARD (3; STRINGERS w SIMPSON A35, MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D @ - LANDINC STRINGE CONNEC 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 42 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 a@ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 24' 2'-10" L 2'-10" L 2'-11" L 13'-6" I. 2'-11" I 25'-0" I I I I I I I I I I I I I I I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12#2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 GD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X3883 182X374 S.H. 14 20X508 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1H3 27 1/4 X 38 $ 26 x 37 2 S.H. 1 H4 27 IX 50 8 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 374X26 362X251/2 S.H. 23 37 4 X 38 e 36 2 X 37 3/4 S.H. 24 374X508 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 e 5212 X 37' S.H. 34 54 X 50 8 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Ed. 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV-A c 9 W ate® °" o � c.� a c.aoc�N 1 r9 L4 a y a CNCA @� = H fv' d CCl C c N � a c ea Q M N O N 0 0 � n4 J,fl.� +��✓� 1 . To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W v 0 E M o 0 oc: C 00°' N� N 7 toC a �M0 Q co J l W u o Z _J W a co o 4C @NCO O 1- W 0 cp °' m Z (n N N Z Q J Z O UCIL v W ❑o N M 0 < � a Q) 0 c �O N Iv) :n U r- - E Y - O N ell o J w C M M N � ZO z Z N E `c 0 Q N CL ® E of zp ro no o a oo 01 p <o <o �o C%l m m� C �¢ O Y 00 Zm Jy O Q W S ¢ 02 Zz g0 (q T oLL aZ to W <o �= aLL I M 0 ` O = > M O ai 0 co LO z- N LO _ Q Cr o N a. tJ J >' m Ln 0 O LL LL CO M N m O LO o Q N r n E ILO 11.0 o Z ECU Z E - y m E c n_ U � Q p JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 1.2 c FIBERGLASS SHINGLE INSTALLED AS PER 12 MANUFACTURER SPECIFICATIONS 5 — -- - 12 EXTERIOR PLASTER 1/2 33 SH I SHUT FLASHING ON FRAME SHUTTER DETAIL — 12 12 5� -- — — — — ------ — � / I -- 0 TEXTURED - 0 CEMENTITIOUS FINISH ON CMUMFI M7 SCORED STUCCO BANDS �5 25 SH 25 SH 2ND FIN. FLR. __---- T.O.M. ----------------------------- 1MW07 01MIMOM-1111 L] E:1 El E] El El El E] 16070 OVERHEAD DOOR _ _T._O.M /ENTRY HDR. HGT. SCORED STUCCO BANDS FRONT ELEVATION — ELEV—A - I -1co Y0 0 50 50 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 12 - -- �5 — — — — — — — — — — — — — — — — — — — — — — — — — —- --------------------- - - --------- FLASHING ----- ----------------------------- ------------ CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH 6" SCORED STUCCO BANDS SILL DETAIL. SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUCCr BAND I. 1'-6" t. DECO SHUTTER_ SCALE: 3/4" = 1'-0" - --- -----------------I_2NDF -- = -- - -- -- T.O.M. -- - -- - - -- ------ - - T.O.M, / ENTF HDR. I SCORED STUCCO BANDS --FIN. FI LEFT ELEVATION — ELEV—A, General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 eh crt t�- -o W a to m N Z: c: w N �. p � v 3 �E �o M C 0 N 0 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. W vE N 8 ,a R 0 U w�. 00 N N r 0 > H Lo U) # 2 Q Cco J 5 -J 0-S Lu D_ —2— n 1 _ p 2 =EI - mom _ w _ cc I- o W ' o0 W ��°�rn m w Z N Z Q J ZN OU < U W El1771 ! M N N M o g < W Q � a Wv)^ :elfa CD WLL T Cn LLJ C) C) 0 L-Li o N N �N C) LL, J E si r g !� ,�I� 9'r IVti` RI 6F U O N �hit lli N k 'd1rV,ll i`I r1 < o 0 o w M M ¢z OF,E z U—zo , n. >m Q� n_ E v of zp F rah 00 o a O 0 `o <ff o <o Ww m� O O in "o aw 4 3 �o Nk �_ O aLL �3 o M w¢ >0 R F `cY 0I¢T0 3 0 2 O i a > (� 0 rn m m C9 (0 LC) r (N a- U')O QCT N to 0 `+-+ O L O + }LL C Y o h co CN m �± O N Q o N r E E o Z co (n E T 0 c a 10 U � Q p c —r JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 2.1 Oc T.O.M. T.O.M. GAR./ EN' HDR. HG- FIN. FLR. EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 12 5 (2) 25 SH CJ / WEEP 35 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 T.O. 2ND FIN. FLR. T_O --------A--J--- HDF -----]--I--- FIN. REAR ELEVATION - ELEV-A SCALE: 1/4" = V-0" 60 1710MM(11 ACC` CLIIAI!lI C IAICTAI I Cr% AC rY1719 :RIOR ;TER ON AE -URED ENTITIOUS tH ON CMU RIGHT ELEVATION - ELEV-A SCALE: 1 /4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. I Coastal Flashinas 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 10Q � 4 F co N 0 N 0 t' 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. W v EE 0 a 8 0 4% co N N - ao V� V5 Lb r J QaS M C J 5 LL I^ CZ ILL LL CH L Z f6 C t°o z Q: j'� N (O LLILZN �ZZ 0 U W V M � z N th O z N � � a cl- M � V 0r1.,o to N �N Lu � F_— — E oil= I 1 L i 3' i�'I U 5 i' in,CQ d ® Q N O o w C o� Z Q _J !L c E zo >ry E ® wz oa F— ro xo UO U E OQ OK COE W Z °- o po a z rw inra ro c `z pU mo o1 Zr m Rm <� aZ §z � oL Q a U O* dz �F o w ao M M _ UU 3: 0 c Q > Cf) 0 °' rn m c0 LO N Q- LO _ Q d. ch o J >' N m LO LL O Y co N tI] OLO N Q o N ,— E L Z Z E r N c o vi a. U � Q p � JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 LIL 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 LIL 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 LIL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11.In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. �?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 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DI3 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER FPn ELECTRIC PANEL DISCONNECT SWITCH J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE WI ROUGH -IN FOR r J OPT. CEILING FAN W (1I) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 to lights & outlets NEMA t #12 to appliances and GFI 150 AMP! 200 AMP 01 #10 to WH #6 to Range 10 #6 to HVAC METER MAOIN 150=2/0 200=4/0 IF in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER j 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. 1.5" VTR I III I I ,Ili 3" VTR I � � r T, I <� I I V, %/TR 3 SWITCH PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 1 DR M O I\ I ,jA AL n I I Q1 I I J /Idr UFII Fo X 7, I E CV I � GFI / I I CIFI IDW I KITCHE DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" WID A/C PAD GuuFI DISC. LANAI WP _ *12 GFI N 0O K GI ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE -- , / SWITCH F FAMILY DISPO: I PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS ' LIGHT PRE -WIRE M rn � G � FOYER / I I .ENTRY DB & GFI TO GFI BE ALIGNED — — — — — — — VERTICALL Mr� I _ J GFI /KITCHE REF DEDICATED RECEPTACLE FOR MICROWAVE RANGE _ — dFl HOOD PER SPECS F DINING PENDANTAS PER SPECS ` III' S� • iAND SWITCH :ABOVE sonannannnnnnii�awnin nwwwww LL wwwwt ut I @) 44-- V V �p� ` lal-I (CV 44" kw A.F.F. 1T A.F.F. lT W.H. L J / Z LU O / Qa I U J Q OJ � -- - --------r--- GARAGE f----- — —W J 1 >w GARAGE o � LIGHT AS PER SPECS GARAGE r---------------DOOF--------------- I GFI IRRIGATION GFI @ 44" A.F.F. I I I I I I I I I I I I I I X IY w w �o Lu Z J �O� m uj �UI=- >OJ� CID COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / PER SPECS FIRST FLOOR ELECTRICAL PLAN — ELEV—A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I L----------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---------------------------------------I SECOND FLOOR ELECTRICAL PLAN ELEV—A �9 W >✓' to G� 9�.1 -g t "- Cn to 0,4 W :a4$ a cs s ,pt M N 0 N 0 W3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N E /W V W C 0 co N CO H r-tea 10 M V 3 J W LL W J LL LL d V (5 c Z 13n Lu a -C 6 O t—c� co �$ O W C/) m w LL z N NZ LL Q J -0U Z v mom W El0 cMt O � o Q J d. N Ul z Ca o LL C/3 a U 0 o ' ... ''V^) L s..,.., r— J E U o N t e ALId o J M M i z Z Z Q c6E zo oo<� Zo E= U wz oa 10 10o oa o 0a Z Z—� iL W Oo K� <o mo o, Zc M —' Q� �w ZZ oU� O< g00 U5 0¢ < dz �w m i0 F o w� ;o M N 0§ � - 0 2 O i >M 0 m m C9 N Q- LO .-. °o N (/\ 5 J in �--� 0 Ln co N m O LO N Q O N r- E CD Lj CD o Z Z E T c cc a U -j Q p JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 3 Lu 0 ch CN 4'-0" ROOF VENT 1szo ,512 SLOPE 5.12 SLOPE z W LU > 0 uj ZONE-2 9 ATTIC SPACE 1170 SQ. FT. 4� LU (3 1 LU 0 0 CL U) 1 LO + 49 uj a. 0 U) :12 LOPE :12 SLOP uj 4� 0- 0 04 ♦:12 SLOP 5:12 SLOPE, U-1 (ZONE-1 0 x F- z W 'ATTIC SPACE > u- 0 0 1316 SQ. FT. 9 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 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-A SCALE: Y4"=1'-0" M C..) C— cc Co Cc > cm E C=1 2! CN 2 Lx'.� C=- , 4 j % A" 6% 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. E 8 0 0 C: 0 a 00 00 0? YI I-- C14 0 U Lu M LL LL a_ Z a 13 -j Lu i W =499�; 0 '5 'Fa 04 0 t1- W � 05 cp Z IL0 , N 0 LO CV) z CN Q<� z Id cc) 0 Cl) Him W E] El O co < E3 LLJ 9 0 V) (U C, all E C) ME= 00 < 0 10 U- E itC6 ca- ® 0 @ < M. cW� o Do CL E 0< 0� 0< zo � -0 <. z < z 0 z �� z z '0 W. z<1 W M < 0, Z' o W 0 N Uri C:) to (D N > cyrn 0 CID LO :3 N CL 0 0 w0 0 L0 *�-000 0 ILL -�e L) 0 co CN co CD IUD IUD ,ti- C%4 CNI E Lr) 0 z E T— C E 0 0 'a co a) -j < 0 -j JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 4 I - p, t ®f } °p� "®q, #5 CONTINUOUS ® P, H p q REINF. SEE FND. FOR , q r ° { lJ , p QUANTITY #5 X 25" X 25" CORNER °Ini �- BAR ONE FOR EA. °� r HORIZ. REBAR, TYP. s"S.e's`.n o"", '�° o•-a e}: , g® ?c-`x, ® U.N.O. "Alternate: Z2 I ° The reinf. bars shall be P cont. around corner by cold q ®. yr q q q. p. 9 q qr pr t 9 qr p• q q,®r pr 9 q qr. bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN L1J CIO Cl- CONTROL JOINT DETAIL a a d 1-i,-n" 3'-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 - - INDICATES FILLED C LL O - I w/3000 PSI CONC. GE OUT r- FROM FTR. TO BEAM w/ (1) #5 I q I IU ■ REBAR VERT. ABOVE SLAB. I I I F 00 5'-10" 6-10" 4" I TYPICAL @ ALL PLA ES SHOWN. HOOKED FIG I DOWELS w/ 17" EMBEDMENT I I 9 w/ 25" EXT. ABOVE S AB. I ( GRADE 40 STEEL f — C.J. — I -r HVAC CHAE E :" ■ — — (PROVIDE — — — — - 3'-1 BASED ON 1 1/2" D (RECESS FOR SGID LOCATION (REFER TO MASONS i I ■ Cl) (SCOPE FOR WIDTH. F- (D �� ■ I I I O I El I I I C.J. I I ■ L j I ss TYP. @ I TWO 00 3Y2" MIN. 3000psi CONIC. 3'-8Y8" I 4'-1" STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN d ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER IU U TYP GG S3 — _ C.J. ■ o I I I I I i III o (V I � I I I I I III I III ■ N ■ I - I o ZL _ _ 1'-0" T-3" i I v I I L ■ PLUMBING GG I I STACK C.J. S3 _ I 2'-6" x 2'-6" x — 3'-0" — � — 13'-1" LO 1'-0" w/ (3) STUB UP I #5's E.W. I TO 2ND I I FLOOR -- ---- --- FOR A/C o I —' K -31 /2" C 0 S3 S3 w WZ o ■ ■ ■ ■ 9" 17, 9" I O of W - -' J I Z U- Q Q W 1I'-6" T-11" C14 I PROVIDE 1/2" X 9 O Z I ¢ o > m ■ 1/2" RECESS FOR ¢ d I �■ 0o FRONT DOOR p ¢ in d I a TOP OF CONC./ PAVER TO- O v co I BE 4" BELOW FIN. FLR. III Iri U i M co I W� _ _ I >W ■ I I ■ I 2'-6" x 2'-6" x 4'4" -� o- 1'-0" w/ (3) — — #5's E.W. L TYP. @ ■ ( I ■ ENTRY W o I A S3 I ( TYP. @ SINGLE o I J ( I STORY I (2) #5 VERTS w/in (2) #5 VERTS w/in I HvBS3 FILLED CELL FILLED CELL — — — — — — — — — — — — — — q ■ Elf— ■ ■ V-8" 16'-0" V-8" 19'-4" 5'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION ELEV-A SCALE: X"=V-0" ems: 7' IJ-1 z a e® an o ern d S C ckz- w co ;e'er",ram s � R3 M N O N O 0 tT� 4 r y� Ip ) To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a Eoo U N o N W N W ' ao r N N intitia Ej Q � N M V # w J U_ LL. u. W a o Z q °' t0 N _� W ��O'� m w IL L Z ¢ J Cl) Z N OU W ❑ ❑ CD _ o - 7 N M U � o v U 0 Ln �L/I L-U g w wa U) 9.Sa J — E ov. � 0 8 • INS.r,., N 0 o w z— z Q � p E U w o� wz Z o�� Q� z© oa IT ro Mo 00 o �a o °a z wI ¢o <o .w O< U m� o� z z m 2 0 Q W Z o S" 02 z go c/J oLL wg dz F C- O m ¢ z Ou � — �w �H 0 M <f' FY zl¢ a0 OU 0 >M O ai rn m m O co Ln r LO Q o J N ch 6 JJ 2 >, N m +-+ 0 Ln _ LL j� co m N p L0 N Q o N w (0 �; o Z t0 Z6 Z E r• N M C d U Q JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 5 A raw "e rill- 00 00 =to 03 IL Co co W :co CO 04 3 TYP. @ 1 CORNERS D2 0 eo 0 F_ M 10 v 13'-0" 2 D2 FT3GE 12'-0" 25 I~ O L` @ 24" A O.C. MIN. 0 LL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G 1 FT6 . •. .TYP. 1 0 LID BRG. WAL O 0 D r L1 0 N FT8G 1 FT1129 —, LL LL FT1 1 _ FT13GE 1 LL TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) — 22 A (2) FT9 D1 CJ36 CJ1B 9 D1 D1 FG3 7 D1 m d T A TYP. U.N.O. m m U U 5'-0" Cl) m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5-8" tf4U t RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 1" 0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 38.22 38.22 60.99 -60.99 -60.99 -78.58 —�\ --- ��— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � �O � ��\ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 0� 0I I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j O l I Q j SHINGLE: Y16' EXP. 1 CY16) or 15132" EXP. 1 (3y16) 1 TILE 1%2' EXP. 1 (33116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %6' x 0.113") NAILS I I I + 13r 3r I �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1Od (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES—/ 2x4 SPF STUDS - @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING v SEE FND. PLAN FOR FOOTING SPECS. -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE 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 -1Od 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 1 112" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS 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 - 1 Old x 1 1/2" MTW12 1195 1005 14-1 Old x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ )SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 PLAN FOR DIM. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" 4175 122 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & 10) 1/4" x 3" WEDGE- 3OLTS (2-PLY) OR (32) 1 TINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 1 605 12-1Old SPT24 1090 12-10d HCP2 590 1 555 12-1 Od x 1 1/2" HHCP2 680 570 1 (20)1 Od 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 1480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (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 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 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. FX CO 1" LEDGER "fmll SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: %4"=1'-0" ry a i o LA - �? cc t wrr.rrrrw�+ (2) TYP. C( 51_5 l1 V 191_411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE)=140HWIND SPEED (ALLOWABLEEXPOSURE CATEGORY EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:121 a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP 10 -35.94 -49.57 -49.57 -49.57 777 GABLE -38.22 38.22 60.99 60.99 60.99 78.58 I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ZONE 3, 3e, 3r: ASTM q F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: II 0 SHINGLE: 7/6' EXP. 1 e%) or 1%2' EXP. 1 Cis) TILE: is/az" EXP. 1 (3�1'6) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENEDI e I WITH ASTM F1667 RSRS-03 10d (21/2" x (1.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE, a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR 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)PLY1795 (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 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" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8'ATR w/ 12" MUGT15 4175 1 122 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D SIN R LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 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 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (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 ti INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0* ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: %4'=1'-0" CM y W y " � ci o� N y O CV � 3 as as at ,. cm L _ N N tj E M O N N 0 o ;v *�EC `L It To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a ,IT E O o 8 M V Q O C 2 N m w W C co r oo N V S N Q My * w at J m W LL W J LL n Z _ w L 52 N W d 52 r 8 V) �i CD N O W rn�a'°' m w z IL IL CUO) NZ < H N o OU Z U W ❑ M !�2 N c7 O C, O J E3 N V^ + c� W) J L l L°.a7 ® N lJ � 0 c/'I w � c u, P— J ofp L U x N w oIQ m g N O ti o w W M U- z O � z LL E @ ? O y Qo wz < z© tt6 co 20 00 o E &� o oa �z d t z L C < z �< O m 0 o� Z z m U < W z C> 0.¢ Z 2 5 0 C!) az aZ T O w< N°� }O zo M t6 0 LO f :3 N Ln _ Q O N ^ 0 U) m J >, +� ~ O U m O L.O O Q p N T E LO z co z E �— vi m E a U � JOB NO: 23-04904 SCALE : AS NOTED SHEET N0. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom Feld 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 .0 Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS MEE 00 MM 00 8F44 1 B/1T 8F40 1B/1T 8RF400B/1T 81`32113/1T FORM do GROUT SOLID o �LU � J �U O #5 BAR CONT. 8F12-1 B/1 T O N" LINTEL DETAIL SCALE = N.T.S. E e I M I € IElm € I Th C Ut= IUIVHI IVIV F=FILLED WITH #SREBAR MIN. ATTOP (1) RECI'D ALTERNATE POWERS GROUT/ U = UNFILLED = R RECESSED CLEAR STEEL LINTEL ° ° QTY. OF #5 O REBAR @ BOTTOM OF LINTEL CAVITY 4 ° M.U. #5 REBAR AT TOP _ ° ° ° MIN. (1) REQ'D 1-1/2"CLEAR 8 F 16- B/ 1 T a z ° e co 2 Z ° 4 ° GROUT tNOMINAL.QUANTITY r 0 J 2 OF n 5 REBAR AT m „ C.M.U. = - o w WIDTH #5 REBAR AT ° O BOTTOM OF a � z F u) TOP o LINTEL CAVITY 0 rn w w NOMINAL OTTOM o E d o - HEIGHT REINFORCING Q ¢ C7 f° 7-5/8"ACTUAL PROVIDED IN Z r-` o w G 8" NOMINAL WIDTH LINTEL ¢ - LU 3: ` 5 REBAR AT BOTTOM (VARIES) of � a AS INDICATED 16 GAUGE POWERS MATERIALS cT precasti intels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 1. Refer to manufacturer's specifications for installation. Prestressing strand) per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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) Y"xi Jq" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. - STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oSEE PLAN l l T/VVALL 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END _ W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING _ E WALL SPLICE DETAIL 8'-0" ILL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D 4'-6" LL D 4'-6" LL B MIN. 5'-8" LL E 13'-0" LL 5'-10" LL (DMIN. 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1 '-O" c CD �® 1 co � cc N O R1 E� 3 cc <c W sa .� CDC E R® M 0 N N O rn 0 J � 6 t? 0 C7 r w,m 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 W 4 vE 0 O N q 0 p N_ co N N m 00 N 7 - N � H Q 04 040 Qj V � 9k LL LL W LL LL. CL _ 13 DV a i c C ��r.o W0 � mw Z III IL NN ZC', O.� ce) Z OU 0 W ❑❑ M N M 0 00 N O Q � V) M a 0 v 0 n U OLL, V) o y✓ . �V) U CJ � c T1- J E 2 8 m t =; L mom U3 Q O N Of r_ � JZ W It C CM7 J w Q Z Q 1-r- E Q ® Co z o �� o0 > M zo zp 20 00 �E O ¢ do.z 0 K ¢o Qom �J o° U U O Z m J Q W ¢1 o� �z go �� aw m a� w ¢ Q M 10 a 1=- .5- �O 0 = >M Om cc v 0 CD (0 LO T- N C Ln Q U 0 N a- U) m � H o Y � f6 N m 0) O N Q N r E (O N_ cD t z _ 6i C r 2 C cc a U � Q p -J JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. 7 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 Yz 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 W BOTTOM EDGE F THE GLASS IS 25 FEET 7 20 MM OR MORE ABOVE GRADE A ROOF WALKING 3-EXCEPTIONS, HEN THE BO TO E G 0 S (6 ) , 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 1,11.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1, 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS-10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. 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. ►1 a, re;W.I. 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED 1 Yz GROUT FILLED MASONRY: %a" 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) : 3 1/2" 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 Il NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4, STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE T0 BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., be made forms. Permanent forms be shall with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13, FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z a L o ei m 0' N - cc CQ ro o w w Via v` �W rrj d 03 c� c X2 d M 0 N N 0 i yn a`0 1-Y, , n� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w �E O Q q ,♦ V o N r 00 NM0� N .4 C • r w U w W Z �C A CO 00 CIL0 c- X z - W ��� m0 U) Z 04 MZ w a Z N OC 0 W El 11 M � M � 0 0 OD z s� ¢ Q N M V) z v o CV _ CD O „o CD toLn w C.) A[+ J F - E B °e Z0i ° U 'o N Q M s�o r- 0 w u- z� z a CU E CD_ 8 E U o of zCo <� z© oa )- Ri �o O 0o�m Q �'0 z=- CD It wOUMCo U0 !e �¢ 0, m J m F� Qw �z co 2 ao oz =3 o w< ao v zl< o � 0 C: E >M 0 or cm m 0 (o LO r =3 04 Ln _ Q C- 0 CNI m 1✓ f-+ LO `.� 4_j O LL co NLO m CA O CN Q o N T i1 1= .? CO t j 'c o z f0 z � N E T- m c @ E .. a cc c c a 0 _j Q JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I.. ... I [ I( I +.: .L.. . ._.. 16GAx1-1\2" LONG (3/4"-1" CROWN) 8 STAPLES @ 6" O.C. VERT BETWEEN MAX I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" ¢ - c" STUB -OUT FOR 1'-O° 0 9 Ln GAS METER O o U O &4 = 11 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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. 19'4" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'41 (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 anels or 2 x — P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 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 ° + r� 1/8" gap r FILL CELL STD. 900 HOOK BOND BEAM U) w STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR #5 CONT. FROM ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION —TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max Clinch na when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails Zx4/Plywood/OSB web stiffener 2 min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2X TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T,S: - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES EXCEPT 9 ' BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer 0 Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET j, QY,� Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist J for each lapped joist. blocking panel *Non -stacking walls 10dnails .SECTION_ @ INT. BRG. WALL requlreaddlttonalconslderatlon. — N.T.S. ( MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 0--L-0 ❑ 6r A %" ROUND HOLE MAY 6 6, DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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" 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 1" 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. Joist hanger Web Stiffener Fastener Sched lu e Joist BearingLocation Series Depth End Intermediate ---- BCI 5000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000so BC16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1.6" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190so' 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL aye .9 Backer block (12" wide min.) IT1=tiT7.'4. Nail with 10-10d nails.—j I I—nstall tight to top flange.SLEEVE THRU STEM SEE PLAN FOR , :FOUNDATION INFO ' ° 4 ° STEM FOUNDATION u r—GRADE MErr,rE OCIM na nKE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 2501bs. Install tight to top flange. 1/4"-2" gap 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 0 requirements 0.6 X Joist " ldepth I -JOISTS BUCKETS N.T.S. .fill, t nmoC'+ rvu ' 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 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 PLUMBING LINE �— PVC OR SCH40 SLEEVE 01 - e f=ill=l l f, l! Ill l l , -�---- SEE FND. PLN. SIZE & REINF. 12° BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION //(////� PVC OR SCH40 SLEEVE r—PLUMBING LINE 4 4 ZI _\ �® d 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 a' n . =ill=1 11=I °4 1 4' = —: l-1 'E ff SEE FND. PLN. SIZE & REINF. cam+► 'w 2 c N w m d v C2.� 2 M 0 CV 0 ' i U-> <s 17 � f 4:, `ti ZW cEE.• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W a �E 0 cD co a N coo o�v co0 .. fA inIr� N} a M V LL J LL LL u d ° a m rn vYi .—mac o� Y o 3 co WW _ IL �26jO' m w co Q J N Z N 0 ZO U U uu)i W o❑ M N M og co N � o � U) m a- N V) M 2-1 v 0 0 o J_ O N w o �y N t'a 2 IL J I s � d cs o ° N O� o w � cl> M oO g r z � u_ tU E g0 QN ca- ® E U Z Z© Od � �_ ma oo U 23 E p , ao o < w, 0 mo o' z o aw zz Jo uz O m � g ¢ aE S ¢ _� O �r zwo ¢ , f Q , m o c 0 ,o > CO N 0 rn m C9 (a Ln � N a Ln o.-IN Q0' Y ° N ^ LL ca N - co N m O � N Q o CN r .T (� r- t'.O j d z z E T u w c @ a- E .. ci � v cc Q o c c °i JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. S N 1 Y V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 T-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ASTM . I I I_I I I III I I. I I- r D7158-CLASS G or H, or ASTM TI=I I I -I I —1 I I=� o • _III—III—1 I —) I-1_Ir--�-1 D3161-CLASS F, IN ' I I �-1 I F I IM 12 ACCORDANCE w/ TABLE .I III=1 1=1 I 1=1 I 1=I 1=I I= 1=1 I —I 11=1 11=_I I t (TYP.) ( ) VARIES R905.2.6.1, FLORIDA BUILDING -III -1I I III( I II CODE 7TH EDITION (2020) 111 I RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE 3/4"=1'-0" FI FV \/ARIFS/Ai 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -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 3 1/4" 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 W16X6 W Q_NOTE:EXTEND W1AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � 00 o _ 6 MIL VAPOR BARRIER 4 — COMP. SOIL(( (COMPACTED TO 95% I If=ITT= TTf MODIFIED PROCTOR III I I I ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) CHAIRS TYP. STD, 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. U DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z co AA A. „ — - 4 11=� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 01) 7/r �r 5/8"ORj (2" HIGH STRENGTH @ TRUSS BOTTOM CHORD 0) 2x4 #2 SPF s TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GA A.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ Zx BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS :IF2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL x x @ 24" O.C.) 2" 6 W1.4 W1.4 ATTACHMENTS " 6 x 6 W1.4 x Wi.4 WWF OR FIBERMESH —'� / WWF OR FIBERMESH ° ELEV. 4-3 1/2' Z 31/2" MIN. 31/2" MIN. \ / a ` A.F.F. ° 2x4 CONT. tL _ o ° ° �3112"(min.)- 4" p ° 9 I1=11 3 /2"(min.)CN I IIIhL` I t-3mGARAGE DEPTH VARIES 1/2"(min.)- 00 V 00 �.111 III—iT=1 M (2) #5 CONT. T(2) #5 CONT. 4" -4 8 GARAGE SLAB AT STEPrBU.N.O.ALMIN.TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL @ CC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 Gps GO10NU��l _\04GU�� 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 1U-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" "J" BOLTS BOLT °� 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR [24" MIN. LAP] SPACE ANCHOR 20" MIN. LAP 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH o ENDS 2MAXPIFAROM w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR TYP. "' 2x P.T. PLATE c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR t•'•' u ASSUMED FINISHED i n d GRADE 40 MIN. Fy= 40ksi GRADE N _z #3 & #4 LAP SPLICE _ a a . ° 'D - GRADE 60 MIN. F - 60ksi] N II re Z M _ o FINISH GRADE o0 2 25" MIN. LAP 30" MIN. LAP I y 0- D MONO OR STEMWALL :o. [ ] � I I I� o FOOTING MONO SHOWN I I - w FOR CLARITY _ °O 6 MIL VAPOR BARRIER I I e ° =aI I=_ O° R 1 7/8"co I —III —III—, #5 REINFORCING BAR 1I III o I Irr I ITT-- r�� T T #5 sPucE �aP SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° a GRADE 00IE • =(1) #5 REBAR w/ OPT. T=III=1I1=111= 11= I 1=1Tf= I1=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS v T � M ° .°. .. _ -1 III ...•.. .. - d I 00 SEE A/S3 OR J/S6 I -I�I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB �01_01,0 CONT. BEAD SEALANT a Q ° INTERIOR 4. -31 /2� .° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ib E - M 6 MIL VAPOR T_ �'�I Ij=�I BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN, (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL � w COLUMN SIZE AND BASE o LU CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/01 FOR w/ 1/4"xT TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS _Tg INSULATION PER CHART Z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w I.- SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) WWF OR FIBERMESH co a ° BRICK PAVERS or SLAB PER 11-i—Tr COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �_ WWF OR FIBERMESH ; E �* D —III—III—III- � TI=T�=TI=' r (2) #5 CONT. =1 I ,= I I I F,9 ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �7 I WWF OR FIBERMESH SEE A/S3/J/S6 � T;rr�r r �-�' 8„ FOR REINF. INFO. 1 1 l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M Z GRADE ° J _ n• - - __ Z = W F- W Z LL U CO �Q - FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(*�N SCALE: N.T.S. �3_ � M4. an >4 to R etA - a �c .C-4� d d CCd°'� 03 CD CD »a M 0 fV 0 o a' No t;;.,I _ . • s .r� , f^ kb To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) a WIN 0 V C CS, j�00 ID n U)Mv� H a =� ar LL LL W _j ' n. f� Z W Y = Mv 0. Oi o o ] (O N W Z LL 00 0 m w NZ Q LO CO ZN < = 0 O U 6 W a❑ N o 00 ID � o J V) 1 M '�n b O ,n1 W V LL 4-,— �'u -. 0 La t o J wiL_U ) y 0 ti o W co M 0, r� z Q r.i o.. � � Uco zo z 'zo Oa f-, gOV ()O O � C1 ❑ CO L o GO az a z c w� m z M a� 1z g� cn a 0< LL a N� O m a 0 F r M ¢ F a 0 �O 0 = 00 Cfl co Ln r � N 0- LO _ Q Cr O N �/J m 0 J ~ }' O LL [�co04 m C� O L� N <( O 04 r E I= c LO 0 z N z N E FLU J Q J JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE -WENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD PLAN TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP) SEE ELEV. SCHEDULE) (2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT 8" O.C. OR 4d TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID DRYWALL NAILS2 ❑ ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER EVENLY WALL IS 1 1/2" MAXIMUM ❑ ❑ RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS SP2 wSTUD 0d FACE OF BLOCK WALL IS 21/4" NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CL— DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS CKING @ OEACH ENO/ 2-16d TOE NAILS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C w 4 O.C. FROM EACH HEADER FACE EXTERIOR ❑ BOUNDARIES 6 O/C EDGES & 8 BLOCKING (T ) c� TO BLOCKING WALL ❑ O/C FIELD v? a (2) 2x HEADER WALL CLEAN -OUT rA ❑ ❑ 1 2x TOP PLATE V2-16d PER PLAN SCALE: N.T.S. S4, ❑ ❑ ❑ 2X4 PT STUDS @ 6 O.C(2) 2X4 PT STUDS UNDER HIP NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EATRUSS VERTICAL WEB 2x STUD @ 24" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE . O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN IL THR WINDOW MASONRY LAYOUT D ROOF TRUSS ZxP.T.PLATE EQUAL REDF O MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM BOT. WALL HEADER DETAIL TYPICAL SECTION UB UPLIFT CONNECTOR SEE A/F. INFO. PLATE TO CONCRETE SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD, 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - SEE ELEV. TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA.x8" J-BOLTS AT6-3/4",41-3/4",71",AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE BEARING WOOD FRAME WALL j (SEE SCHEDULE) BLOCK KNOCK -OUT NOTCH LINTEL WHERE REQUIRED wi (1) #5 FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 SCALE: N.T.S. S4 DOUBLE x 2 4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. ' SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE --2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ , '', STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO - TRUSS BELOW 4 a 4 ° 4 d d 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 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" 71" _ NOT TRANSFER LOAD. WALL _ DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK4! BRACKET DOOR TRACK W/MOUNTING ANGLE 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 4,9, SPLICE STAGGERED • MAN i O' O� 10d @ 8" O/C sT • ' gNcF p ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOE NAILS TO TOP PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb-2400 PSI (AS PER PLANS) °0 ° • HTT4 w/ (18)10d NAILS (3610# SPF) oQ ° • HTT5 w/ (26)10d NAILS (4670# SPF) °a ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145# SPF) °°°° • HDU4-SDS2.5 w/ (10)1/4" x 21/2'" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2 112 SDS (6970# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. ' MIN. 8" EMBEDMENT wl WASHER & NUT 58" 41° — — 34 10" 6 3/4" _ = 31/2" —E]�]_] '-' NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. 1/2" EXTERIOR GRADE SHEATHING FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. OVER STUD WIRE NAILS @ 4 O/C BOUNDARIES 6 O/C FASTENED TO TRUSSES WITH 8d COMMON O NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL _ _ _ EDGES & 8" O/C FIELD =__ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SIMPSON SP1 w/ (10)10d 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS �S4 2x P.T. PLATE �ROOFTRUSS F= 2240 LBS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 5/8" x 10" "J" BOLT @ 24" 0/C MAX 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT rG 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2XPT SIMPSON SP4 SP2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING 10d NAILS @ 6" (2) 16d TOE NAILS STAGGERED EA. BLOCKING TRANSOM FRAMING NAILED INTO TRANSOM FRAMING IX WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT EE SECTION J/SS FORM CONCRETE INSET TO SECTION SPLATE AND K/SS FOR co 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SIMPSON SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SIMPSON SP4 J-BOLTS 24" O.C. SEE FLOOR PLAN NOTES FOR @ #5 CONT. & T�� REQUIRED CONNECTION RECESS �PSON �PSON MAX FILLED T o s ti0 LINTEL 5/8"X10" J-BOLTS FFp�h�' 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED FOR WATER SHED. @ 12 O/C FOR 2 x10 OR 2X8 P.T. BOTTOM P TE 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 'I SP4 SP2 SP4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 MOUNTING BASE NOT SHOWN (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL) 12d TOENAILS STAGGERED A STAGGERED K/s4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" BOX ONLY HEADER • EXTERIOR HEADERS: TRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ (2) o o BEYOND. IN PLACE CONCRETE 12d TOENAILS NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x GARAGE FLOOR SLAB • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 8x8x16 C.M.U. (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TROWEL FINISH SEE CRIPPLE STUD „ GENERAL NOTES TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2 EACH TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES c rE SHEATHING SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8" O/C FIELD S4 FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR BB/S1 FOR ADDITIONAL — TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS B • SIMPSON SP4 w/ (6) 10d x 1 12" GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD O� SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY -- LINTEL ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL CONNECTIONS LINTEL SP4 MAX. (MIN, (2) PER BOTTOM SCALE: N.T.S. a d a NOT REQUIRED @ PLATE) a d a d d a P.T. BOT. PLATE BEARING WALLS NOTED ALTERNATE: SEE PLAN FOR FOOTING BOTTOM OF MBOUNTINGWITHOUT UPLIFT 5/8" DIA. ATR EPDXIED DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. D PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL (� FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/s"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) i ¢r °mom N 1C1 p i d Ly v W cc 0 0 N N 0 0 a i,l a'3.f9. I I ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W qE g � N� N O c co o N U) 2 Q J 5 W W `„ J LI.LL 55 W a Z s �o 9 $ O0, W m mNco CP C/5 m W Z N NZ Z N O U O W N C) 00 N z o � � Q- N ti Cz C3 0 a-1 U LU �j'r O cN W J — _ e Y�4 O h cn ® o Q C N 0 I� ti o Jz w to M o Z E ddEr a ® E (J zo o� z zo z0 pa ►`°� o < 0° g� a E az cp �z �w � ooZM mw I m 012 z z ¢O C� �• � O LL a NF m j p az ~ y r3 o w xF 70 o C":`a v � z1< o 3 2 C 0 = M > C a� rn 0 L_ (0 LO r :3 N �- _ Q (n o N I ri1 � ' O L. j U (a N m O LO N Q o N r r- C4 � j C o Z Z n r cc JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 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-? (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS -� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX: 9„ BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" 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) 10d / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN 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" 0/C FOR THE / (2)16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & • AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C @ 48" O.C. INSTALLED PER MANUF, WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. " n n n " 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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN, FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES `� 6 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING x RIDGE FASTENED AT AT 24" TTOP OF t EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 4D� 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL _ (D - 0.207", L = 41l2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT ►�Wt,1i(nk RL113:2�ky//lIV CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W 1-1 E / 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 O 2x8" "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 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 SECTION L3 SECTION r4REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E GES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4'7 ON TOP OF PANEL) I [L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS E, SECTION g SCALE: N.T.S. S5 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" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 1�/Ill�t•1 TI"11 r��Cn 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z Z w a BRACING w/ (3)10d x 3" AT I = EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'4" 3'-0" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS -VVIV 1, DCNRIIVU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 9c� 0 CORNERJACK C7 Y a Q W Z M o U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 -, CONTINUOUS BOTTOI CHORD BRACING 2X4 MIN, MIN MIN MW NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N Z o o s Rm� N to N y ei N z cv > e ra sa Cn o m CV N 0 t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn W �E U N. 66 '. N oro 0M =. V/ I) n (\ J N as cov N J Q C J L LL W _j W a. Z --Y a 2 cc O w o 19 F N W -�; ow W -�Fj 0 m w Z N M J J LL IL z o06Q W E3 [3 V M � N M 00 N � o � cn z � � o ,,, 0 �, o N V) .w C E °$ � r o 4 ^— T co N em 0 M c M J N ¢ zo i Z 4 :�i LL_ E rn z o mo }m Q' cl E 8 o z '@ oa C6 oo 0O O E a F , Z �_ I� L = wo w .1 7 ¢❑ a Q U m0 , O ILL v q0 yz Q SS S 1 a ._ m ¢p Fr LL 2 a w LT H M d 5 d Ov O `-0 = > cM 0 ai m V LO T = N Q- LO _ Q 6 o N , lJ'^ 0 J m >, �+ o `N _4-0 ILL 0co d- O o L0 o N Q N T LO Z M 7 N Z Er B a v Q o JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. S5 3 w 0 CD _ CD Cl c JI .i..+ a co LO 0 0 I M i N N 0 L r cnrr rn Y 3 a M O i 0 a N 0 _ C a c0 0 2 N CN C7 LO 0 0 d N C7 L d z 0 0 r m LO v to ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/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" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c � a T ° 'd dd M—III —I I —I I I —I I °' 'I I—I��—ICI—ICI II ° 6x6 w1.4XW1.4 11=III—III—III—I I I I ° d 'a ° .d 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 w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn 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. IJJ —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDf,,. 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL -- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALLI /-/ \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE LO TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 411to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED =1NISH GRADE00 I, FLOOR TRUSS SEE FRAMING PLAN �l ri—rrr—rrr—rr 0 'HOOK (3) # 5 REBAR ON Y CHAIR (I 1 r) I I (I=1 I I STD. 9 (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION j REV.03.16.21 SCALE:3/4"=V-0" S6 FLOOR TRUSS °O SEE FRAMING WEEP SCREED o z r- 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)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEI FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)10d NAILS TO STUD PER STRAP '1•J SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B, MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I_ � I fffT 1—81IIn1111811IImlII�=8" CLEARANCEON3" CHAIR W/ 3" MIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI FI F SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER f o SECTION X-X IF L NOT FULL Q HEIGHT SHEET C N z I L G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE1 F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X o 0 C x W x E f 2x STUDS w BEYOND. SEE PLAN q_ O 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" SPAC S 3/4" V „ 1 SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTIr'A SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". 1 O z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL x © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O Q W QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. vi O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL w � O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F y ¢ 0 a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q tY F- 0 (0 m LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL CO w 0 0 ~ MEMBER IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 SFF'Oq0�' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" 0/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.)I.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE o NFRi SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1A'-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 `t WWF OR FIBERMESH •� - d _ qd d M -1II_I I_III 1 d d. I I d d a ° e ICI,; ILI d—d d ' 1111-III=�' (3) # 5 REBAR ON 3" CHAIR 4" 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 SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE 00 Mill; I BIZ @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. C.1 a d � M m � dto 'w u- a u+ cN - -r- N -G O Cc Q c cz a. 3 cc ti cc d a3 cc Ul co 0 M CV 0 CV CV O O 3 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. r» W a �T E C31 M V 5 O N O C' 0r 2 W w N 00 N Q N 0 " N S J C W J SZ W J LLLL a 0 — -dC _ LYv �o � �Nco O W0 coYmF Z LLN LO N co Z ¢ - U O W ❑❑ N M o � � o Q J ^N' N M Q) CJ o 0 r, g wla Cn Ln v, C6 U L7J J eR� r _ E N 0 I� ti rr w rl cl- M Z Q o 5� Z Z G r L C E CL ® Z Z. oo wz Z N Qo oa Ca o o< 00 E ¢. 0< Wz I— �- wo �W u' rp c �z 0_ W� m o ° z a O U h O Z Q W 5 C>m Q Z Z O �d° w = 0 o w¢ �_ ;o c� v 0- za 03 ,o c Q > (� Q a� m m T ca C0 Ln r :3 N 0- Ln _ Q (7 O J N ^ 0 (JJ m � a-1 O �..� 4--� O Y co O to N m C) L LO ItN N Q T' m w �[A' r- CD � O Z Z W E T— j6 W c [L U 3 Q p JOB NO : 23-04904 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). ALIGN THIS STUD WITH FACE OF 2ND RISER STRINGER MUST MAKE FULL CONTACT WITH LANDING FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER - x SYP CUT TO FIT BEARS IN WALL L FA 2x12 SYPvj� BEARS IN WALL B7 1 3/4 x 11 2x6 SYP s VL `- 2x4 SYP BLOCKING 2x4 UNDER STRINGER / 2x4 PT NOTCHED INTO STRINGER FOR STRAP GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ LANDING 7\ '/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) 2x4 CUT ON BEVEL �— DOES NOT BEAR IN D 4D WALL GLUED TO 2x8 SECTION VIEW "A" SECTION VIEW "B" 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD -PLAN VIEW SCALE: T= 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU AT STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � a'o 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DRAFTS P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: I' = V-0" SYP 2x8 SYP 2x8 SYP SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE)TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND 2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUEDAND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION LIATTACH ALL COMPONENTS STAIR TO CONC. W/ 4" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND NAILED TO STRINGER OF STAIR TO CONC. W/a' X NAIL/ 2 4' TAPCONS @ MAX. 32" O.C. G. A SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF — STRINGER / 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO T 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR PROVIDE 2x8 SYP DRYWALL STOP BLOCKING MUST NOT TOUCH G 2x SYP CUT TO FIT STRINGERS BEARS IN WALL 2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2X8 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST 2x6 SYP STRINGER TO ANCHOR TO. PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2x4 SYP BLOCKING (2) LAYER' EDGE GOLD SIMPSON A35 OR FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST LSC EACH BEVEL GLUED AND FROM JOIST TO JOIST. USE (SIMPSON MTS12 w/ OR 1 a"X16" LVL STRINGER FLOR AND NAILED TO FLOOR WITH GLU�/7 W/ISIMP ON H3NALED TO SUPPORT NAILED TO JOIST.LUED AND TRUSSES 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" ATTACHED W/ 12d NAILS AT STRINGER CONTACT POINTS NAILS) @ 6" O.C. TOP, BOTTOM 2x4 CUT ON BEVEL \ AND VERT DOES NOT BEAR IN WALL / NEWEL POST SECTION VIEW "D11SECTION VIEW "Ell SECTION VIEW "GilBLOCKING SCALE: 1" = T-0 SCALE: 1" = T-0" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDEDVBEARSINWALL " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING CUT TO FIT N WALL x12 SYP BULLNOSE DETAIL SCALE: 1' = V-0" TRINGER 2x4 GLUED Z AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS LW 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x G 1LUED AND NAILED TO STRINGER FOR DRYWALL SPACING E SECTION VIEW SCALE: 4' = 1'-0" ka -NOTE: 2x8 DRYWALL STOP NOT SHOWN J SECTION VIEW SCALE: �, = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R. LaL_____--,' VARIES ECTION VIEW "Hit SCALE: 1" = 1'-0" o W C', A C -C3 C= co as � , cn— M i N u ar a In ea �„ M 0 CV 0 0 T 4, 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N a o a8 V Q (0(q N p "JLB C5 m N n �,IE 12 � a N C) N O ip LL M �t u J LL LL _�� o_ z _ �dn Do 5 w o W 00 5 � Owl m Lu ILQ 04 ce, Z elf VZ Nit 0 O U 0 to W El El T(D 2cl i N O O O lo O V)C2 M o ca c uaca O N L4jg �y N co Ljj J 6- — E -2 mom 0� o N ti O W j O z Q u_ co E zo a oo >N a za� co aB 20 0o oo p E r O G Z L ¢ Ui 3Q y W m0 O' m m o� aw �Z N +� Z jo U r�y m <Will a v zl< o ,o c O >M Qa, m c7 Q0 co LO T :3 N LO o N n //�� V) 0 J Co{..1. }� 0 , ^ 4.1 0 U- � CO I� M m 4) .Q O Ln N Q o 04 T E c LOZ cc ccc 1"' m c a U � Q 0 _j JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. ST 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER*4"2X8 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX 8„ PROPER INSTALLATION ® DO NOT DO THIS �► 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. ,;%; APPROVAL FOR CONN. "- %'�� 1 X4 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"O X 3" LONG FURRING /,' FURRING 3-1/4" LONG X 3/16"(?J FURRING i , : �. , .- ,�: (2) ROWS 3/16' x3-1/2 #5 REBAR ® AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED i... TAPCONS TAPCON @ 16" O.C. &(TYP,) TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/M. BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL TD. 90° HOOK (TYP.) STD. 90A *#%# i� @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. 'd WEB 3/16" x 3 -112" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT'Ej METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 E' '0/iJL NOTE: LAP SHEATHING TO EACH END W/ MIN 2' EDGE DIST. APPROVAL FOR CON/[:J/ DOOR JAMB (REFER TO PRODUCT' N. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT , -,' ' BOTTOM OF BAND TYPICAL APPROVAL FOR CONIC, x 3-1/2" TAPCON @ 16° 1x4 ' (2) ROWS 3/16" x 3-1 /2" JLU JOIST r, , / O.C. & 4" FROM EACH FURRING^' TAPCON 16" O.C. & @ r END w/MIN. 2" EDGE DIST. �2x SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ x ATTACH SECOND PLY w/ �� +2„ NOTC F� @FIRST COURSE w/ (4) 1/4x1 1/2" SDS SCREWS (2) ROWS 10dxND P.T. AS REQ'D MIN. 2 EDGE DIST. 3 2x8 a INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12 O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' � +5^ FIRST 2 COURSES TITEN INTO K.O. BLOCK BFILLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID WIGROUT 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SEE NOTE 1 BELOW ° 1/2" DRYWALL * SCREWS & (5)114" x 2 1/4" 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 r• BRACES ( ) 2 X 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I ( 1-3/4" TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° ; •d . 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/ 5116" HEAD DIA. @ 24" O.C. . OVERHAN , ., d •+ . CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER _ N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT ' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP 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 NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , TITEN LISTED IN THE DESIGN CRITERIA ON SHEET SN. �- MIN. 4" EMBEDMENT AT 1 O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1 0n 51- 011 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"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° �D �. B_B EMBEDMENT INTO K.) /4„ MAX PER NAILING SCHEDULE ALL ° ° ° �. _ #5 BAR �1_ _" iF 2 0 8 STRUCTURAL SOFFIT ° > e: 10 s D ° CENTERED W/ BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH () SIMPSON 5 12d NAILS SFO D ° 9 H' N TOP BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = l'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS o ° , 1 X 4 FURRING 8d NAILS „ REV. 09.23.2021 > 1 -4 ,INSTALL MID SPAN BLOCKING PER � > � KNOCKOUT / N i THE SOFFIT FL PA INSTALLATION CRITERIA I ° CHAIR BLOCK ' i -- 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d ,s NAILS AT EA. END PROVIDE 2x 0 REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. * MONO FOOTING - d PROVIDE 2 x 8 DIAG. BRACE BT 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 - _- .ta s' 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 FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C, ' 2 X 4 #2 SYP SCAB TO SIDE OF .> DIRT b z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ?kOVF °ffTANDARD BUILT PNOTCDH Ryq * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. °. o HOOK iv SCRIBE ( ) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + G�FN 2 10d NAILS 8" O.C. GTN #5 BAR IN ° TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD + + TO TRUSS TOP CHORD FILLED CELL 8d NAILSW 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 -----"" CREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" O + + PLYWOOD SHEATHING •; Itv , ' ' ' ' ' '� 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 ARCH DETAIL K B-B 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 .. s 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 6'_0" SCALE: 3/4" -1'-0" SS O) (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL w ON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� A SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° D D D SIMPSON HTT4 w/ (18)10d x 1 w 0 REINFORCING AS FOLLOWS: * SEALANT FURROW. _ _ I —III I I I� FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO [Ia 1 g PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT IT —I 1 III= g — — — — III— Tl- 5/8 DIA. ALL THREAD ROD #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. - W/D 6 MIN. LAP SPLICE AND TROWEL I IT UPPER HALF OF MORTAR BED 0 COVER PANEL REINFORCING WITH U E — — - .D I I I—T I I1- 1TI III- EPDXIED w/ SIMPSON "SET" �. EPDXY OX MIN 6 EMBEDMENT & 0 z EXISTING FOOTING � � 2 #5x6 IN CONC. REINFORCING PANEL F _ — r I I ( �I—I „ � cn rn FILLED CELL SMOOTH. DO NO FURROW. D ° — — _ 3 MIN. EDGE DISTANCE N 1111 DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT I I ��) GRADE D, D Tr- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP D g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: "' 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 • D 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 P. (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 1" MIN. STORY) (3) #5 REBAR. (2-STORY) 16(' 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. 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" = V-0" RETROFIT FOR MISSING ,a 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" x" „ow ,% o- o C,,, � d � CIL- co CP M CV O CV N 0 0 r 0 9 " • •" �i �.41'a"t a�'u To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. 9) W Q vE N IS D r o 5N� M Q U) NM V # LL. J LL w 2 LL U_a w S2 z s- rn a 5 C.d' 9 WW � :0,"O 0 Z L IW co Z Od Coco w °�° N ¢ J Z of 0 N OU 0 Cn o❑ N O �o � ¢¢N z O Q N M z z 0 Cz o 4_j — � O L/711 + 8 3 W 'v f6 i-- C) 61, Ri � E 3 S z c� o U) 0 N O t 14 o M M J h ¢ � w Z Z � 19 U_. >z E p UCo ZO In y z yN Z o oa {- rQ 90 00 o E o a� w0rco wZ �J _- 6 C � � Qo 3o Y �z m2 zo m "m aw oQ a0 Czo C7J s w� ¢ir NW m �¢ o w< ;o M V 6 r zla 0 'M O ai m f0 (6 (O LO T N Q- Ln < Cr °o N CL � V) m J '� N � o ... 0 Y U M CV LO N Q �o �' r Eca w Cn 04 � j o z E r y N ,o C d E U Q p JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. SS CM 3 W N Cl O" 16 16 �I 0 M N N 1 & C Co 0 0 Q N N O a E E v _ J 0 •U J LZ 0 u7 0 0 a N 0 LO 0 W Z M 0 0 CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 FRAMED RIDGE MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. I 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. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vvr r--ruu �,w "rwr r r Ivv vvL.A 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 L 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 A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" /T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE 7771 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT T-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. W 4"11 z • --- a - PORCH SLAB SEE d N FOUNDATION PLAN - w Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT _ �, z 4'-0" WHEN DEPTH , r EXCEEDS 30" LOWER OR Sk GARAGE SLAB 1'-4" SEE PLAN AL LARGE STEP DOWN 17 SCALE: N.T.S. 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 fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION STEE PLAN EXTEND * SLAB 1 112" - (2) #5's CONT. T&B w/ 4„ i #3 STIRRUPS AT 4'-0" = WHEN DEPTH PORCH SLAB SEE - - EXCEEDS 30" FOUNDATION PLAN GRADE • - CV z n 1'4' ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY ABOVE MASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CM BASE W/ (1) #5- . FILLED CELL VERTICAL EACH SPAN MAX 6-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY �• ° 8` Ak SLAB PORCH SLAB SEE FOUNDATION OUNDA ION PLAN LEVEL (2) #5's CONT T&B w/ CONTRACTOR TO INSTALL SEE CUT • ° �" MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- - - - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 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 HUC410 w/ (14) (3) #5's EA. WAY �• ° 8` Ak SLAB PORCH SLAB SEE FOUNDATION OUNDA ION PLAN LEVEL (2) #5's CONT T&B w/ CONTRACTOR TO INSTALL SEE CUT • ° �" MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4'-0" '- MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- - - - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. vv 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 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 HUC410 w/ (14) 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 HUC410 w/ (14) I SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE � CONNECTION INFO � REQ'D ONLY WHEN INDICATED ON BM. — 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE ON OPTION A OPTION B CONNECTION INFO OPTION C SCHEDULDE/PLANM COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF JEAM SEE PLAN FOR CANT. IF INDICATED 0. 0 CORNER —SEE FOUNDATION Lt PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. m �-..� BM. SPLICE OVER CE CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. 99NO 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND JIS6 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" Y2' CDX PLYWOOD OR Y16" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP d. GARAGE OR r LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & S PT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2„ J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e 4L. a e a ?a A MAIN HOUSE !: ° SLAB 4 At. (2) #5's CONT. T&B a a w/ #3 STIRRUPS AT . 4 a 4'-0" WHEN DEPTH 8 ° EXCEEDS 30" i a. Q g. V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. C� E a CC v d cM N 0 CV 0 CD e o r'•� � ra , N s 5 � , t, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (A W E Q p M 8 N p (0 .2 O� v 0 r G �--� 0 N N O � N my LL Q C J u_ W j U i_ o Z uj 10c 2 M N O W U5 cp M w Z L N Z N OU � O W Elz 0 0 (] M r cum N M C, Wv) 27: M — N M v 0 .o 4-1 — LL N N �(0 ) ca ago � J r E V zl�•.. O) N O co L M ° i14 IM Irw bin w M m Z M J r.L z o }zp ® � Z"o E v Q= �0 00 �o �Z Qo ww <o m� 0 m maCIO �z pp(� Z Cn o a 0 m < 0 tt oz ti3 o w< ;o .s O = > M 6 C) aD �}CD V M C9 (0 LO Q N ° N 0- v J m >' a--+ 4-1 U_ � co coCD m oLO N Q o N r E c LO f0 3 � Z f/1 z E T— N CC E B = IL U � Q p JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. D 1 (MONO) SIMPSON (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1 d S BENT OVERTOP 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 (USE 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS .FOR @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A 7T8" SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER LO 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 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. ° SURFACE q 2x4 #2 BLOCKING OB THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 11 FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON 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 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 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 O SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS TI SIMPSON LSTA30 FROM N NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 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 O 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. — 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 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 'uoo'uor OF CRIPPLES IF LONGER THAN 8" oao� roeo x 4 SPF O SIMPSON CS16 w/ MIN. 12" END 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 q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d - NAILS TO STUDS ABOVE & {11) 10d NAILS BENT OVER TOP PLATE 2 - 2X SPF TOP PLATE () HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS 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. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER o G INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR I I I I NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE I�(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 LL2xSS PF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" E PLATE 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 ( ) __ PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). BAND JOIST & BLKG. 1 (2) 2 x #2 I 1 1/2" USE SP8 FOR 2x8 WALL) @ 24" O.C. (MAX. SYP U.N.O. 1 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP IF OPENING IS GREATER THAN 4, OR LVL GIRDER (BLOCK SOLID) \ / (2) - 2 x 4 SPF STUDS ARE WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I i w/IN TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.0 TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER 2 x TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - - - SIMPSON HTT4 w/ (18) - G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. :� 16d NAILS & 5/8" BOX HEADER 1 O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (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) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM ;; MIN, 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS II :. �° 4 � � TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • < •' *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 FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CO N N 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER . 6 2 STORY COL. 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) SCALE: N.T.S. ° a .o 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE 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 10 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 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. O @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 12d TOENAILS. • 'O<N qT F k 2x STUDS 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB O (2) OPENING LARGER THAN 4 ft (2) 2x . 48? 4 T TOP SPLICE 0 tiljN A (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 4 FEET OPENING NAILED TO STUD \ H O IS GREATER THAN 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 MN (3) 2x #2 SPF STUDS @END A MI TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON . IS TO BE INSTALLED HEADER SEE QFOR 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/2 1O NAILS NAILED TO STUD PACK �" ` FLOOR DECK FLOOR DECK @ 32x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. `11 \ 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 2x4 W/ 2 ROWS PER PLAN 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 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 2 c Cc cc tod = a d 3 v � 9� 1 co d R fl. Z M CV 0 CV N O Lf) O 9K4f,Ft • �J ' SJ .. ti ,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 Budding 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 Q 0) V 'I E 0 8 4 oco rn o p ao 'Q � 10 N 0 LL ej M V �� � J � - W JLLLL o_ 0,, W ] N N (p v ^Saw IUL Z r°2°'a' m n MZ d N = 0 /n Z 0 OU W C> N O �o 'o � o Q ti 1� M C o T C(1 go a U O .� —� LU S off v� y O y N Q ° N 0 Iti o M O w � Q c E ce v Ecu zo �o >M N aE za f ro o E CSwo Mg ¢ r ?o o O a c� C� L C m ¢�Zo y Y om mO 01 E ¢w o� z go f!) m o LL 1. Qo a z nw o �_ w� _� >� � z¢ a OU3 �O 0 = co 0 m co c� M Li) T � N C- � Q Y o J N (0 m N 0 O LO ..� ate -+-+ 0 o '0 COCU N Q m 0 o Lf) T E _N CD LO z z E T_ y a U _j Q p JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER A WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE 7 RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-V BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3 SHEATHING L BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED VNNOOW) C2 NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 PROOF CAULKING SELF FLASHING BUILDING PAPER Of draining to the exterior water that penetrates the exterior cladding. -ADHERED RESISITIVE 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 (SEE DETAIL WPO SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 _7 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1 . Cut, fold up & temporarily secure weather 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 weather resistive barrier R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: INTS FLANGED WINDOW ■ SELF -ADHERED FLASHING ■SELF 1 -ADHERED FLASHING is N EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that 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 Tru RUBBERIZED EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR, INSTALL SELF -ADHERED ,D RED HE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 3& HEAD CORN ER NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE S ASPHALT ADHESIVE DHERED S"' THROUGH SELF -ADHERED SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING SELF 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 OW UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT V\RNDOWBUCK TO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 a WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02)-,\ AND EXTEND TO WINDOW FRAME \\ 1. 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings 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 3) SEALANT WINDOW FRAME TC 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. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 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 BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WP07) 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING ■1.4 SELF -ADHERED FLASHING ■ 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 n uously 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. 6.6.At wall and roof intersections. ---- ------- Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 4 era 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V'SEALANT SOCKET WITH oJOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall I in accordance with 7/8" Cement Plaster in ASTM accordance with SELF -ADHERED FLASHING 2 I 4 4 I ASTMC926 Felt backed metal Felt backed lathe in accordance metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTM C 1063 lathe in accordance FLASHING FLASHING O 5 with ASTM C 1063 Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHIN, ■ SELF -ADHERED FLASHING FOUNDATION WEEP SCREED thing Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing p Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Inslled As Per Mantaufact. Specs. PRODUCTS DETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) o Maintain Stampede or similar Bottom of bottom TILE FINISH DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W > BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - ------BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER ACCESSORY 'OSB', Sheathing Installed As Per SF LATH SHEATHING, PLYWOOD, DENSGILASS Manufact. Specs. 1'4' PER PLAN Z Detail Instructions Refer to the number marked as # in each detail that corresponds to the Rinstructions 0 40, 1'-0" PER PLAN WRAP DP WRB ONTO --THE SURFACE TO TOP OF VERTICAL Cement Plaster 1/2" Cementitious Decorative Finish numbered items in the list below: FLANGE AS AN AIR in accordance BARRIER with ASTMC926 All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU SLOPE 3-1/2" INCH FLANGE over wood 2nd q- - outside corner will floor to be 2. Install flashing and weather resistive barrier to form water shedding a need miter laps 4" OR 8" CMU 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 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT :5- 11 - - becaulked using embedded in the adhesive layer) -for ease of installation and to 0- m a- M 4j�t STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts 4 WPLASTER THIS GAP IS A RESULT OF STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ct) U) DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" !sz ULI ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED ET:A W0 Lu ACCESSORY BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 4 4 - - 4 - LIJ U) Lu _-SF LATH fit tight to 4 VINYL SHOWER PAN 0 I corner U) J II Note: 8. Mechanically fasten as necessary SLOPE The building paper and metal lath must be Cement installed over the top of the weep screed. 4 U PLASTER STOP A Plaster CONTINUOUS BACKER ROD over block <1 a& SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ SCALE: NOT TO SCALE C...) C- CO M is 5 co C".) O C'4 C=> N! Q 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. 0 W E C') 8 0 CD 0 C� N c)) d 00 0? 7 N 0 u- co LL U_ Z LU cc C q IL s- W E 0 0 0 W W Z IL Loco) Zo < Cl) Z 04 C-) < Z L) W ILI r_1 El < E3 Ln Q) Ln V) ZD U) CJ `_U E (-) < 6 CN AILA C=1 EW cl_� �0 C', U_ EE E 8 0 wz Z < Z on 0 w 0X U O E cp a¢ ,0 0< �z ,z � 0 Z < 0, c: Z0 M o M Z Z 0 Q U:) < aO co < 3 0 M C) z < 0 .0 0 E2 IU > C 0 0) cc LO :3 (-4 CL LO < 0 0 U) .2 04 4- 0 L0 4-1 0 LL CO C) -0 co d) 0LO CV < It 04 C) T_ 04 ill E 2F (0 111 0: Z :3 E T_ �i 0 2 E 0 M (D a < 0 _J JOB NO: 23-04904 SCALE : AS NOTED SHEET NO. WP 1 Mounting Brackets (10 Gaugei 4-1' 2' x 4-112. x 2-11' See Anchor Schedule 11(2 1 0-51219 Back Cross Support {May be [ Lit tO W) Ri htBtacket 1f:lGat e) 11114 Self -€aril ling Screws � I,.jr')jt (;t(}ii{itTS Edge i itFirt rle Suet (Typica 3infleant) Pruitt Cross Support (Mai' ire cut to W) (1 G'au± )#t4SeIfGrl111ngSctewwThrul$ra(:ketst 8atk`Cross Support liito AK Urnit gelttorn Side (i°ypic* 3 each skit, for hurricane use) -*zu6. dfaal"c an put.-u:tirer. arc ywsz,"L'€ rcith raa.it Hart-u'A.;r 11race Reused setti?riiWicgaVAitr cuponrayrlxat fise twill s#) Florida Department of Business & Professional Regulation Page i d1 Building Codes and Standards 12J162021 Product Approval Application Detail :... , a4• .�:..;. ., . : ,.. "-.'"�� A y. :;ice`'. �' _ sr 1p',sri'.'M"ra �� ._ �"-n'`�14-.'�„ .S w re.�.._....� &*+' SY'�. `.�,S2+A g . __ . ,�.�r.. �'b��t .,W�F,-�i�2E34.•'G� .,. ,alit' srE"�.. .. _ ,.. ;.,ate;.. h den .�ai 'iN�s.:s.,tv.. 3.r'Y ,a....� Code i or 14d. Die Date Pending ffi Tka Version Manufacturer Contact Ending. License Validated By Vp�ll 4d. Submitted MC royal Approve status Afliimatloil 2g20 Smart Vent Products Inc, Michael Graham HermesF Na P.E. Locke Bamden P.E. 12AV2020 12/1eno20 1228i2020 Approved Category: Srrutturai Cc P..ts (877) 441-8368 PE 73778 (334) 300-1800 Subcategory: products Introduced ass Result of Info@smartvent.com Plow Technology Compliance Method: Evaluation Reportifrom s Florida Registered Architect ora Licensed Florida Professional Engineer FLN3922,R9Products ..,. - QuaghvAssurance Appro"cifor Use Approved for Use Nnnact Desist, Sap is Product Motlel. Number I Name. Product Description Contract Exoirazipn Date in HVHZ Guhude HVHZ asaietard Pre". , 1 SmaaVant Model#15a0510 Dual Function Fioadend Ventlation Vert 12,312023 Yes Yes NIA ♦1001-100 2 SmanVent Modal#1540-511 Duel Functm Flood and Ventilation Vent 1WI/223 Yes Yes NIA NOOF100. 3 Smanvold Model #1111,121 Insulated Float Vent JMI2e23 Yes Yes NIA .1001- DO 4 Smart Vent.6del#1540.521 insulated Flood Vent 12/312023 Yes 'Yes WA ♦10DF1o0 5 SmanVent Model'U154&524 16aqurt; Garage Door Flood Vent: 1MI2021 Yes Yes UA MIA 6 SmanVent Model#184D571 Wood wall In sulated Flood Vent 1213d2023 Yea. Yes NIA -100f-i DO. 7 ImanV.nt.Modal.154q-574 14.5&putt: Garage Door: Flood Vent I2/'Sf2023 Yes Yes N!A NIA Florida Department of Business& Professional Regulation Pagel Pf1 Building Codes and Standards. tn412b21 Product Approval Application Detail s. _'-<-�r�,- s' "�--r. ,vC'•_,. -_# % `� �a ��. -^_. �='�' x�. 's`=-��> a�"�- xsw -€rTk;?�.a��*��-�sx=� •y`'�, � :"a" �. -;'" Code ErrtKYor Dalta. crate, Date Pendlna Data T1 Vsrsim Manufacturer Contact EnomM&License Validated 5y Validated Submitted FBC AuprDwal A-,xd Status Revision 2020 Drexel Metals. Inc. .Jason Shumate Zachary R. Priest Looks BP.vden P.E. 08/10/2020 08/69r2020 081202020. 10/132020 .Approved Category' Roofing (5021303-1514 P&74021 (334i 300.1800 - Subcategory: Metal Roofing lshumate@droxmet.com Campilaws Method: Evaluation Report from a. Florida Registered Afchhect dr a Lieen sad Florida Professional Engineer Qualhv Assurance Approved for Use Aooroved for Use Impact cation 6-0# Protluet.Model Number or Name Product Description contract. Expiration Dale HVHZ :Outside HVHZ lot Pressure 1 Drexel Motel Roofing systerna DMC 100NS: DMC 15088, DMC 175S. DMC 2005, 12/312025 Yes; No N1A +01-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 35J= ,•_...,-, rcode P&i N.or Data Date Date Pauchro Date Jigs V_im M.-lady- Contact EnoinagLd:libhhso Validated By Valdatad Subrtntrsd FBC Approval A,bawod Status. Revlslan 2020 Thern iru Corporation Stave Jospertaw Lyndon F. Schmidt. RE_ Ryan J King, P.E. 041152021 IMV2020; 04t=(321 06r082021 Approved Category: Ezterlor Doors (800) &43-7628 FE-43409 - r&13j 767-6555 SubCMegcsyt Swinging Exterlor Door Assemblies 9iaspere0h@thermalru.c Compllanpe Method: Evaluation Repoalrom a om Florlde R9glstaradAfch led or a Licensed Fsxitle Profesalonal Engineer fL#2atfiS RS Prtidude Quakht Aasur Aporowed for Use Ap %wd for Use Impact Deslori Sea IsProduct Motlel. Ninnberor Name Product 0e 11aut,n Confirm Expirazim Date ih HYH2. Weida HVHZ Resistant Pressure 1 e. There -Iry Fiber Classic and Smooth -Star Nominal 68.#39:6 Bquct:lmDatt8gU A; Opaque 12/31202fi No Yes Yes NIA Camposite Esp. Fiberglass Single Door (Inswing10utswmg. X cgOfigurati0n) 2 b. Therma-Tin Flber-Clessrc and Smooth -Slur Nominal6&#358 &Wd;impac[Equot: op. qua 12/31/2025 No Yes Yes NIA Composite Edge Fiberglass Single Door with SiOeNte(s) (InswingfOulswli g: XO. OX or OXO a-Igurati. I 3 c.Therma-Tru Fiber -Classic and Smooth -Star Nominal68#398&qud:impad8quot Opaque. 12/312026 No Yes Yes NIA Canposite. Edge Fiberglass Double Door wish or withot Sldafites(Inswing/Cutswing XX or OXXO Configurations) 4 d. Therma-Tru Fiber Classic and Smooth -Slat Ncmnel a&#39.0&quatlmpect&qud. Opaque iZ31r2026 No Yes Yes WA Composite Edge Fiberglass stole Door (lnsvdngrOutsw rrg.Xcons9u hvnr 5 e. Thera-Tru Finer Classic and Smooth-Slar Nominal 8&#39p &qud;hnp ctaquot Opaque 12/312026 No Yes Yes WA Canposlte Ecig Fiberglass Single Door -In Sid 111 - it .✓in plain XO aX orOXO con, gurat, dn ) 6 f. Tharma-Tin FibenClasslc acid Smooth -Stec J..., 8&#3fl 0 &qud;h'npW".7t Opaque 1201/2026 NO Yes Yes NA:Cmiposita Edge Fiberglass Double Docrwithor with out Sales. (Ins.MnWOutsxidg. XX or OKXO ',.f,gurations) 7 g. Themns-TN Flber Class¢ and Smcolh-Star Nominal 68#39.8&qud;hmpact&AUw; Grazed IM'In026 No Yes Yes NIA Canposae Edge Fiberglass Single Door (Inswing/Ours ring: X omRgumtion) B h. Thera -TN Fber-Classic and Smmlh-Star plmVnal 6&#39;8dqud:1mp cl&quot Glazed 121312026 No Yes Y. NIA Fiber assSinAle Do o-vah (s)fECsingoslte lodeg Sideke,4ny/Outswing• xo OX or OXO canfiguratlons) 9 I. Therma-Tru Flber-Clasalc and Smooth -Star Nomnel 68#39;88qud;knpaet&quct Glazed JV3112026 No Yes Yes N/A Cmiposite Edge Flbergl.cc Double Doormth or: shout Sidell[as Inswln 1DUtsMn XXw OXXO Y 1 9 9 ecnfigurationin 10 1, Therrna-Tru Fiber -Classic and Smooth -Star Nominal a&#396 dqud.lmpect&quot: Glazed 12J312026 No 'Yes Yes N/A. Composite Edge Fiberglass Single Door (In"Ing/O01s'Niag, X configuration) 11 k,Therma-Tru Fiber -Classic and Smooth -Star Ncinlnal 8&#390&gd0mped&qud. Glazed 12/3/2026 No Yes Yes NIA Campo Its Edge Fiberglass Single D.o fth 5ltlell (In wng/Oulswing XO. OX or OXo confil-Honal 12 1. Therma-Tru Flber-C)assic and..5modh-Star Nominal 8&#39;0 &qu x;innpra&quot Glazed. 12131202e No Yes Yes NIA.. Comboalte.Edge Fiberglass Double Doorwith or without & ideites(InewnglOutswing XX or OXXO configurations) 13 m Thera-Tru Fin CI is and SmodN-Slat N trial 6&ff39 8 &q . mp di aquitct& Glazed 12/312026 rib Yes vas NIA Molded Open Composite Edge Fiberglass Single Dow (Insuing/0 1 g;X..rrguratlonl 14 n Thertm Ttu Fitter Classic and Sm oh -Star Neminae e&#39,6&quotlmp`d&quot Glazed 12312026 No Yes Yes NIA Molded Open Composite Edge Fiberglass Single Door with Glued Molded Open S delhe s) (Inswmgfout ins XO,OX mOXO #guntions) 15 o. Theona-Tru Fiber -Classic aadSmooth-Star Nominal8&9398liquot3mp t&quot Glazed 1MI2026 No Yes Yes WA Molded Open Composite Edge Fiberglass Double D faith or without Gazed Molded Open 9iderdes (Insvring(Oun-ving: XX or OXXO confguratichs) 1e p. The— tru Fiber Classic and Smooth -Star Nominal 68#39 8 &quot:Impect&quot Opaque 12/312026 No Yes Yes WA C pails Ed9e Fib r ass -Single D-sedh imp g1 Molded Open Sldellte(s) (inswingiOutsming: x0, OX' or OXOc 11gurats-M 17 - t q.Thelma-Tru Fiber -Classic end 3mootB Star Nominal 68#3e 8&qudOmpac[&quol, Opaque 12r312026 No Yes Yes WA Ogmpoeha. Edge Fiberglass Double Doerwath or without Glazed Melded Open Sduchl (InswinglOutswiog XXw=O configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 at 1 it52o21 ��-s4 , � '� � a�.,^�``s". �. _ .� -r .,u, ; r i "x�"- =.'s- x, r"�^�•--rc. z,nr �-- �����-4",'�a u"ran'z�.u-.r c-L�. code ifiri or Dele Dale Date Pend! Data uIfJ7.E Version Manufacturer g4Dtzg! En®near&.License . Validated Hy, Validated sabmitled FRO Aoumval Ahern wg Status. Revision 2020 POT Industries Ans Rvsovisid Miami Dade eCCO-CER Miami -Dade 9CCO - VAL 11F1920z0 10262020. 112412020 APPrared category: Extent. Doors (S4it 4 00-010 0 (786) M5-2590 subcategory: Sliding EKlenor Door As.embles. fraegwsH@pgtlnduaMes.c Compliance Method- Ceitm .ti- Mark or Listing can P,,jlxst-R31 Proauds QuaIlNAssurance- Approved for Use Auoroved for Use Impact Design Sao# Pro Iut Model, Numb.w Nadia Product Discretion Contract Exolratl'ara Oct. In HVHZ Outside HVHZ Resistant Pressure 9 SGD5570'(Large Urals lmp.&I Vinyl Sliding Glass Door 041142021 Yes "Yes Yes NIA March 6, 2023 PR0" C T A PP3NAL SPECIFICATION SHEET(2023) As required b FloridaStatute 553.842 and Florida Administrative Code 96-72 lease oxide the information and approval numbers do the building components listed below 'f q d � p � pp g m pion i they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1 • EXTERIOR DOORS 1 A. SWINGINGThem�aTru Fiber Classic and Smooth Star(NON-IMPACT) FL20461.1 67,0/ 67y0 psf 12/31/2026 ThemnaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/20 + Therm�aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING ICI 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/-3 .7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31..0/-35.0 psf 12/31/2023 Wayne -Calton Series 8000/810018200 #1123 (16X7) FL8248.10 ++30,0/- 3,5 psf 12/31/2023 Wayne -Dalton y series 8000f81410�820 #i:1124 18,7 � j FL8248.11 +. 3�4,4��38.3 psf p 12J31/2023 D. META LOUVERED ORS L Curries Division of Inc � 607 707 727 747 and 847 Single Pairs of Moors a 1 1 +� FL11537„1 N/A s 'n (see � st shtj / 12/31 2025 2. WINDOWS A, SINGLE HUNG MI Windows and Doors Series 185 FL17499r2 +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/-60r0 psf 6/2212023 B. HORIZONTAL SLID- MI Windows and Coors Series 188 FL15351,1 +es 55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 30.0/- 30,0 psf 3/27/202 Pelia Corporation Series 10 Sliding Window i=L,12811 N/A 5/2512031 C. FiXED MI Windows and Floors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 413012025 Pella Corporation � Series 10/20 FL6694 +50,0/-50.0 s p 7/15/2024 Pella Corporation rp 10 Series Flange Fixed g FL16280 N/A, 5/2 2 5/ 031 D. MULLION i s end Doors i Windows � Series 5764 L15 5 2 F 3 3. N/A 12/31 /2024 PGT Series 5500 FL261.1 N/A 5126/2026 E. OTHER 3e PANEL WALL A. SiDING James Hardie Building Prod. Cempiank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit y FL15272,1 - FL15' 2,2 �7 75.0/-75 0 f p 2 3 0 1 / 1/2 ,23 Alpha Aluminum, Inc. Solid and Venter AlumInum Soft FL16544 R5 +54.2/-54,2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B UNOERLAYMENTS Tamto for Shingle RQo � 151b Felt Undeda ment FL12328 N/A 6/29/.2023 Plyglass USA, Inc. (for Tile Roofs POLYSIICK TU MAX FL5259 NIA 12/23/202 C. ROOFING FASTENERS NOT USED O. ROOF VENTILATORS Thompson Arch Metal Comp. a Vents Of Ridge FL16918a1 - FL16918,4 N/A 9/9/2026 Florida Metal Products Inc 'dent RV 10 FL21580.3 ILIA 12/31 /2024 LomancoT Inc 1�A-4 EXahust Vent FL17202.1 + .. 97,5/-97.5 psf 12/10/2025 E'L ROOFING-nLES Boras Tile Villa 900 FL7849.27 - FL7840.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5tV FL17679.1 +01-180 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 FL17869A NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITI Building Components, Alpine Truss Plates p FL1999.1 - FL1999.4 N/ 12/1/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board„ I_VL, PSLF LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Casa -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products.. Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business& Professional Regulation page 07 Building Codes and Standards 1/25r2022 Product Approval Application Detail Code Entity, or lilac& Date Date Pentlina l�t< Type version fllanufacturer Contact Engineer &License: Validated Validated Submitted FBC ADbroval Status Revision MO Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, Re- Ryan J, King, P.E. 07123l2020 07M2J2020 0712M020 1011312 Approved Category: Exterior Doors (80D) 843-7628 PE-43409 (813) 767-5565 Subcategory: Swinging Exterior Door Assemblies s)asperson@thermabu.cc Compliance -Method: Evaluation Report from a m Florida Registered Architect or Licensed Florida Professional Engineer F- 47 -R3 Products " Duality Assurance Approved for Use tl t ' Seq # Protlucl Motlel: Numberor Name Product Deserlotlem Co ntractExpirstlon Date in HVHZ Ou'Is He Pressure 1 a. Therms-Tru Fber Classic and Smooth Star Nominal 8&#39 8 &quotlmpact&quot Opaque 12/31/2022 Yes Ye Y N1A ComposdeEdga Fiberglass Sngle Door - � OnswnnglOutsw Ing; X corAgurahon) 2 b. Thera-Tru Fiber -Classic and 5 o .Star m mp th Nominal #398 & u irn 8, Uot 0 ue - 8& q at pad q . 1 -2J3112022 Yes` Yes � Yes 1A Composite Edge Fiberglass Sngk boor with wt aft ;s SidelKe(s) (InsmnnglOutsvorg XO, OX or OXO. configuraticna) 3 c Therma-Tru Flbar-Classlcand Smooth -Star " Nominal6&#39'8 &quot;1mpad&quc1 Opaque "I 2J54 t2022 Yes- Yes Yes 4jg Composile Edge Fiberglass Double Door with or. IMthoutsldellies(Ins lmooutsdnng;Xxor OxXo eonPlinal Bons) C 6'B ,.r-i 1. 4 tl. Therma•Tru Fiber -Classic and Smooth -Star Nominal8&#99,0 &quotilmpact8quot• Opaquee 12r3112022 Yes Yes YE•.`� ,Z7Nf� Cm CompositeEdge Fiberglass Single Door pj (I nsoving;Outswnng, X configuration) 5 e.Thermo-Tru FbervCtassicand Smooth -Slat Nominal8&#3908quotrlmpad&quoL Opaque 12I31f2022 Yes. Yes Y. Composile Edge Fiberglass Single Door with ill d C^t Sdelhe(s) (hunmitglOutemng; XO, OX or OXO tS configurations) � 6 f. Therme-Tru Fiber -Classic and.Smooth•Stsr Nominal6&#39;0&quct;impad&quot; Opaque 12131f2022 Vas Yes es N {� It Composite Edge Fiberglass Double Door min or Without Sidelites (inswing/Outs m g' XX or OXXO �a ry U q! 7 g.Therma-Tru Fiber-CI.SSiaand Smooth -Stair coif guniions} Nominal 6&#39;88quot;tmpad&quot Glazed 1.21312022 Yes Yes VesA Fiberglass SingleDooraor a 7 (IEdge smn9lOutsw ng; X conf g aot 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#398 &quot;impant&quot, Glazed 12/3112022 Yes Yes Yes ry Composite Edge Fiberglass single Docr tnth- Sidelites) (InavinglOutsvang XO, OX OXO Cn= ��, or configurations) rrf G � 9 i� Therma-Tru Fiber-Claesroand Smooth' -Star Nominal8$#39;8 &quodmpact&quotGlazed '1213112022 Yes. 'Yes Yes NfA P Composite. Edge Fiberglass Double Dgor mth or without Sldelftes (Ine ingJOutswing AX or OXXO configurations) ..inn• 10 1,7herma-7ru Fiber-Claesio and Smooth -Star Nominal 8&#39,0&quot;lmpad&quot Glazed 12J31/2622 Yes Yes Yes NIA Composite Edge Fiberglass Single Door' (I nswnngi0ulswing; X confg-ton) 11 k. Thermo-Tru Fiber Classic and Smooth -Star Nomnai 88#39 0 &quot;lmpad&quot GIWed I n1'/2022 Yes; Yes- Yes NIA - Composite Edge Fiberglass Single Door Wth Sidelie(s) OrravvinglCiubawng: XO, OXor OXO. configurations) 12 I, Therms-Tru Fiber -Classic and Smooth -Star Nominal8&0eD &quot;lmmucL&quot;: Glazed I2r3112022 Yes Yes Yes N(A Composite Edga Fiberglass Double Door x+th or Without Sidelites(Inswing/Outswing XX at OXXO configurations) 13 m. Therma-Tru Fiber.Classc and Smooth -Star Ndmin2l6&#39.8 &quot;lmpad&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wth 8quotNon-I mpa ct&quat'Sidelne(s) (Inswing/Cut-ing; X0.-OX or OXO config urdtions) 14 n.Therm.-Tru Fiber -Classic and Smooth -Star Nominal 6&#38,&&qu6tlmpact&quo1Opaque 1213V2022 Yes :Yes Yes NfA Composile Edge Fiberglass Double Daorwith.. &cIcw;Non-Impad&quot; Sidelites (InsW rW0utsW ng; OXXO configuration) 15 o; Therms-Tru Fiber-Cer.sicand Smooth -Star Nominal8&#380 8quot Impact&quot Opaque 12131/2022 Yes Yes. Yes N(A _ Composite Edge Fiberglass Single OowWth' 8quotNon-impact&quot Sldehte{s) (Insw1ng/0utswing; XO OX or OXCI configurations) 16 p; Therma-Tru Flber.Clasalc and Smooth -Star Nominal 8&#39 0 &quot lmped&quot Opaque 17JSlr 022 Yes Yes Yes N(A Composite'Edge Fiberglass Double Door with &q.w;Non-Impact&qudt'Sideloins (tnaw ngloutsW ng; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39 8 &quot;Non tmp..Aqubt Opaque Y213112022 Yes Yes No N(A Composite Edge Fiberglass single Door (IntiWnglOutswing, X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39 8 &quot;Non-impagt&qud, Opaque. IM112022 Yes Yes No NIA Composite: Edge Fiberglass Single Door with Sldel a(s) (Ins vinglOutswrig, XO, OX a OXO configuration.) ig s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8&quot;Non-I mpact&quot Opaque 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door Win or Without Sidelites (InswinglOutsswing; XX or OXXO conflgura8ona). 20 t. Therma-Tru Fiber -Classic and Smooh-Star Nominal8&#39.0 &quct;Non Impact&quot Opaque. Composite Edge Fiberglass Single Door 1213112022 Yes Yes No NIA 21 u. Therma-Tru Fiber -Classic and Smooth' -Star (Inwdng/Outswring;. X config-fio ) Nommai 8&#390 &quot:Non-Impact&quol; Opaque Composite Edge Fiberglass Single Ooorwdh 1.213112022 Yes Yes No WA 22 v.Thermo-Tru Fiber Classic and Smooth -Star Sidelte(s) Onsvmng10utsw ra XO, OX. OXO conflaurations) Nominal 8&#390&quot;Non. Impact&quot, Opaque Composite Edge Fiberglass Double Door with or 12131F2022 Yes Yes No NIA 23. w. Therms-Tru Fiber Cessicand Smodh-Star Without Sidelites (InswinglOutawing; XX or OXXO configurations) Nominal e&#398 &quotNon Impact&quot; Glazed. Composite Feign Fiberglass Single Door ' 12131/2022 yes Yes No WA 24 X. Therma-Tru Fiber -Classic and Smooth -Star (Insting/Outswing Xconfguration) Nominal 8&#398 &quot Non-Impact&quot Glazed Composite Edge Fiberglass Single Doan vvith Sidelke(s). OXO 1213112022 Yes. Yes No NIA 25 y.Therma-Tru Fiber -Classic and Smooth -Star OnsWng/OutsWnglXO, OXor configurations) Nominal 6&#39;8&qudt;Nonlmpact&quot; Glazed 12131rz022 Yes yes No WA Composite Edge Fiberglass Double Door voth or Without Sidelites (InswinglOutswing; XK or OXXD configurations) 26 z. Thermz Tru Fiber-Classlo and Smooth -Star Nominal8&#39;0 &quottNon-Impect8quat; Glued 12731/2022 Yes Yes No NIA Composite Edge Flberglass Single Door OnsvinglOutswelg Xconfiguration)- 27 za. Therma-Tru Fiber. -Classic and Smooth -Star Nominal a&939,0 &quatNon Impact&quofi Glazed 12131/2022 Yes Yes No NIA Camposite Edge Fiberglass Single Doorwith Sidel Re(s) (InsWrg/Outswng, XO, .OX or OXO configurations) 26 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quotNon Impad&quot, Glazed IWV2022 Yes Yes No WA Composite. Edge Fiberglass Double Door Wih or Wthout Sidelites (InewinglOutswing; X(or OXXO configurations) Florida Department of Business & Professional. Regulation Building Codes and Standards Product Approval Application Detail Paget oft 11512021 �''?-_.�r.:'Y7.+yL4�,.--... ":_.�k�Tx%.s:"-�,v.`?.-m.,.P �a�,�....-��: ��-:.:SEa��"SSi �.i��s�`'4�''us_`>�:.xv��'f;»S'i��a+r�.Ya�nx�,s• .a'�-r "x£2e_.�"=xi3a 2wH.fi,�?v'aeJ'. rib.....-.;ti code Entity or pate a tg Date Pendinc me TV. Version Manufacturer Canlan EnoirwwALisanea Valid- Byyalitlxatl submitted FBC Amrvval Arrooved SCNus Revision 2020 MI windows and Doors Brent Slinger Luis Roberto: Lomas Steven M. Vrich. PE 10r9612020 1019fi2020 i0n92d20 17J152020 Approved Caren : Extenor Doors D ry r 717) 365-3300 P - 2514 f,717) 317.8454 Subcategory: Sliding Exterior Door Assembles bshlingere,mh•.tl.com "npllance Method: Evaki dlon Report Irom a Florian Registered Architect ora Licensed Florida Prdesalonel Engineer F,J�'r5�3�•1�6=Pro^^vats QuilltwAseurvas Amroyodfor Use Approved for Use Impact Design) 500Is P oduct ModN: number or Name' Product Descdutlon Contract 9XIDI Mlon Date to RV Outside HVHZ litpressure 1 RIES d20 ALUMINUM.S SE GO SERIES ALUMINUM SGD OXO E M 12J312024 o Yes No N NIA 1453148.quolx80&quot NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALUMINOMSG0 OX XO.XX 12J312024 No Yes No N/A 968lqud;x80&qud NON -REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALU"INUM SGD REINFORCED DXO 12/312024 No Yes No N/A 145.3/41,qu d x96&q a ot: 4 SERIES 420ALUMINUM SGD RENFORCED. SERIES 420.ALUMINUMSGD REINFORCED OX. 121312024 No Yes No NIA XO, XX96&quotpiS6&quot 5 SERI ES 420ALUMINUM -GO REINFORCED. SERIES 420ALUMINUM SGD REINFORCED XXX. 12r31/2024 No Tea No. NIA 143&ged:x96&quol; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail a 8.5..-em0111110 page 1 all WWI £eDa liiaph:2 oat. 2"IiM4 Oats Perldints 71rga Version. Manufacturer ast EnaMeerBLlcenae. Validaed BY yazmaee 9uhm11teE FBC Approval ApD16Vltl Status Revision 2D20 Wayn a -Dalton; a dlvttimn of Overhead Do., Blayne Kornish John E,Soates Jeffrey P. Arneson, P.E. 10112QD20 09M2020 10232020 12/16/2020 Approved Corposulon (330)763-8121 PE-51737 (904)821-5200 CateDpry: Exterior Doors dkomish@wayne-dahon.c SubCdagary:Sectlon2l Exterior ❑oor Assemblies oat Compliance Method. Evaluation Report from a Holds Rnidered Architect ora Licensed Florlde Prdessionol Engineer .FjiU li-R20 Products .. . . OuanN Asap nice Aroravedfbrtha Aaor,s,d far Use Ion pad dead - Sall # product Model. Number or Norma Product Dea<riDtlon Cwt r all Expiration Date In HVHZ Outside HV Resistant Pressure 3 8000/81DO18260s1105 5d#35; Max width 14&#3S; Max height G1 zirg 12/312023 No Yes Yes +31.00l-35A0 evall.hle in to or intermediate sector. 10 &90/&10018200#1123 10&#39 Maxnidth 14&#3e; Maxhdght Glazing: 1213141023 No Yes Yes aN.001-33.50 evalablem to print rmodiatesection. I e P 11 800p1810018200 #1124 166#39Max width 14841139: MaxhelgM: dazing 12/312D23 No Yes Yes t34.4008.30 available in top or intemtetllafe section. Florida Department of Business & Professional Regulation Building Codes and Standards Product A royal Application Detail Approval pp Page 1 V 1 11512021 .Q941 antNyor pate Owe Date peuoma one Tt Versibn Iflivallacturar Contact Emahmar& License Validated By Validated submitted FBCAmmral Apprmed Status Revision 2020 Curne9 Divas on of AADO. Inc. Tom Rattay, ILL LLC'. Troy Bishop, P,E, 12210f2020 12J012020 - 122t2020 'Approved Category: Exterior Doors 041t 494-2813 :((954) 947-0880 SubCategoryr Exterior Door Components tan.reheyeasseebicy.ca Compllsne earn ad: Certification Mark or Llsnng rn '.. FltiCIt8d7.Ra PrptlaeCs Quality Assuranoe - ; Approved for Use Approved for Use Impact Design Soo #.. Product Modal. Niu b or Name P atluct Dascrlplian Contract £xobatipn Data In HVHZ Oulsda NVN2 Resistant PressUra 1 807. 707, T2?: 747 57 77T..d 8475ngle end Pairs.. of Flush.Glazed, and Louvered single and pairs: at 1ZI312625, Ye, Yes Yes N/A Doors hollow metal doors. Florida Department of Business & Professional Regulation Pagel arz Building Codes and Standards 6 421 Product Approval Application Detail T,.,.:.,r.- � `'?f x,. y, r M � ; e. < ' «- ys.^^:� � "" �� ,��Su� _ 1�• ' _ ,:; �-' - x - �'" _ „ -� 4',y,; :4..... .a .. :r..:.... '° ...� ..,., .'-�x_v.. "'+a'� , ..k�-`"p�,•3t +:w,:... �,W1`�.rro.�i-+.�.al.. _n .., s,.�+,-�: t>a. X`�...., _.... ,.�..r� .nr.4.k'kr .' ,3k..ti.... .. :;f?:.'` �..,r,as.,... ".: �. . 'a. E°.3# ., Code Entity Entity r Date Date Det. Pending Date , 11M voila^ Manufacturer Contact E.W.-Ai Llaense. Validated By yaliaa en S rhmittetl Pao Apamvat Auorpvad Status '.. Revision 2D20 MI Windows and Doors BtentSltllsger American Architectural Steven M. Urich. PE 11/1712D20 11/1712029 112712020 Approved Category: Windows. (717)365-3300 Manufacturers Assodtlib9 1717) 317-8454, Subcategory: Singly Hung bat ngeremhird.com Compllane..tAethod: Certification Men, ar Listing Q,jality Assurers. Amused for Use- Adpr w dfor Use Impact Sea{ Product Model.Number or Name - Product Description ComraetEmlratlon Gate 0H4HZ.-0ut9tle HVHZ Resistant Pressure '.. 2 195 SH 52x72 FIn)Flenge Frame tGlSG Single Hung i D1082023 No. Yes No .60/-6o Laminated Glass a --a N O N ca 0o O -F--e U L Q � O CU U Cn O CQ O O c c-O _O N C O CU U_ O > .N - E ^` W O CU ._ VJ Z Z W J --fee-ee z v I _ co 0 L CL O 0 0t i W r O L w� W Z Z Q J SHEET NO. PA 1.0. MEN ■am -6-0 (2) Q) C- I C/) —Cu 411 -4-l' Florida Department of Business & Professional Regulation Nolte .f9 Florida Department of Business & Professional Regulation page I er 1 Florida Department of Business & Professional Regulation P.2.1 d I Florida Department: of Business &Professional Regulation I Pool orz -0 > = 0 Building Codes and Standards V251ZO22 Building Codes and Standards 1&2021 Building Codes and Standards I 5=21 Building Codes and Standards M2021 4-0 =3 Product Approval Application Detail Product Approval Application Data 1I Product Approval Application Detail Product Approval Application Detail 2 2 -0 a) CL a 0 a) CL 0 L— � I .1 11 � — - I 1-1, 11 ' - I - - --- I I --, code Entill 211k Date Daftleendina 2M I 1, , ­ 11 I .... - ,I I M -0 0- = T— Version Manufacturer Contact engineer & Ucanse Validated By Validated submitted FISCAParoval Approved Statu Code Entit, . Ical-t. All Data standing Date Code Entity or WA Date Date sending me code T... Version Manufacturer Intin, or Date gare Care Peron Contact sman,w a, Lusee, Validathist W Validated Submitted FaCA-," Date � Atersi Status . -I.— (D ai Rervi.i., 2020 Ther­TwCorponstion She- J.spsms- Lyndon F Son nudiz P. E. Ryan 1 Kirigz P. E. 10107�2021 09118f2021 1 OM 3,12021 12/15)12021 Appr ... d 7VW venslorl Matundschu ,Contact enables, a luctuffle Validated By Validated submitted FISC Approval Aopovwl Status I= version Mwarladiumer coal EnalrunarS, U,,,, Validated By vallhista'd Submitted FSC A,,,,W A,,r,v,d Status 'I 'U22qQ20 a 0 -4ii.- U) Cal"ory: Exterior Doors (800) B43-7628 PE-4S409 (813) 767-6655 Affirmall. 2020 PGT Induaddem dens Rossi Mitual-Drid. S030, CER Mlann�Dade BCCO -VAL 1VO512020 1 M512020 Illil/2020 App­od R,,A,I- 2020 MI Wirulms and 000rs Briliftallinget Amedcan Architectural Steven M. thrich, PE 10/0812020 10106,2020 100SM20 Approved Revision 2020 MI WIndcu.11.1d Doors categsoly: Winds- E,snt Stunner Amorcan Architectural Starolto M. union, FIR 4717� 365-3300 Manufacturers Association (717) 31 7�8454 1 == Approved . — SubCatagory:SwimBing Exterior Door Aesembilhes 9jaspersonothemnadi Category: W,i (941) 466-0100 (786) 315-2590 category: Windows SubCalaitiorf. Horizontal Slider �7`17) 385-3300 Manufacturers A.4ociatica, i7`7) 317-8454 trrsftIhg.r4P.*d­m Suicattgory: Rked locillings,@rn0�o-can (D -0 0 Compliance Method: Evaluation Rerportfromia Florida Registered Architect Licensed Florida " Subcategory: Single Hung Camplares Neal CertillO.U. Mark or Lhfinq JrIxcwsn@p9tfindu9M*s.c an Compliance Method: Cerfificaton Mark a Lisaing compli.ne. lissithock Cenfific.6- Mae. or Listing c:; -0 0 or a Profemiona� Engineer I I 11 I I I I I I I I I I I I I 11, I I I � 0 = 0 - = -0 I �' L I - ' , Is A*!K,M laxodit , I I � I I" I I I I -1 I I I I ­ I 1, I I I � I I I 1� � I � 11 I I I I I . I I I I I I � I I I I I I �' - FL*15119-RIABBit"Z I I 11 I I 1, I I 1. L- W 0IJkd46i�'R7 � I I Products , . I 1, �­ ' I 1 I I � 11 " I 11, I I 11 -1 I I I I I I � I 11 I I 1 1 1 , � 11, : I 1% - I � 11 I I I , I I I I I I I I I I I - I I I , 11 I I I I Approvedlorlithus L lanthict pnim I I I OndityAssuranc. I Appro"d for Use Approved for Use I I I IMDUt Design On -11tv, Assured, Amansymselloirthear , 0 23- = 3: 1 1 '- , I I I 11 Q,,IitvAs,,,,,e Approused-ficisrUse '�" I ApproyesithorUse impact Cestior $040 Product Modell. Number or Name rliption Contrapt Excirallpis Dole 1.1 HVHZ Outside RVHZ Resistant Prossunt Same, mus -1 . . - - ­ Contract Expiration Date in HVKZ Outside I4V14Z It.shtwOk Praccura it" Product Model, Number or Norms Product Dagdollo attract ftipliallon Date In HVHZ Outside HvHZ C a co' -2 = 0 LL — S-q # Prod uct Model, Nurn bar or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 2 aH5500 il-wS, Liftsle In,pact) Vinyl ,,,,,, Hung Vfind- OV30)2025 Y. Yes Yes WA I HS 188 Fin and Plans, Frann, n.62 I r-ledsel Glass 02116M24 N. Yes No -551-55 i ies PW 73 � 72 Insulated Get. OVO"= No Yes - C.,3 = Li:-' Clio I & Therma-Tru Fiberr-Clastii, ooth-Star #39;S Squotilon-ImpactSiquot: Opaque 12t3lf2O22 Nominalft Cch-hposta Edge Fiberglam Sing]. Door NO Y- No NIA 4A CA. Ce7 6 "- (InswingfOulsoling: X Configuration) A ZA , 9:: � O- U) — 1 2 b. Thhemrhg�Tu Foer-Clamlo and Smooth -Star Nominal 6&439;8 &quot:Non-IrrrPacISquot, Opaque 12131112622 Filberg lam Single NO Yes NO N/A *;t %J- sr- - a) L— L- Composite Edge Door with Scolhiloi(s) XO, OX OX0 1� cc Cf) .,.., CL (Ihswmg�Oub,vm9; a, oonfisl­fiors) T— � V� Cn CIO !E C�L 3 t, Tharma-Tru Ftber-Classic and Smooth -Star Nomjfsl 63,939�8 sq..t�N.r-Jmpchor&q.ot, Opaque l2f?l/2Q22 Composite Edge Double Do.r,Mth No yes No NuA 1 40* &P V �' 0) (01) 40 M E a a) < Fiberglass w -S- �— -0 . — without Sicalites (InsvonglOotswing: XX or O)C(O configurations) -A ko'.. �'2 IT 3; 0) --- A .1= - 4 dl� ThernesTro Filb-Clonswo sundS.-th-Star Nominal 7M39:0 8quot,Non-Introostraquot, Opaque 12/2W2022 No Yes NO NIA 0 7D .- to 3; - Composite Edge Fiberglass Single Door 5 e. Themnst-Tru Foer-Ctassic and Smooth -Star (InswinglOutsviing; X configuration) Nominal 7&030,0 &quot Non�lmimct&quot; Opaque 12131/2022 Composite Edge Fiberglass Single D"vvith No Y.. No NIA tx_ 3� 0) -r- '0 0 '> ':1, ;:s - - c. Sidelite(isi inewing/Outsvving: XO. OX Or OXQ 11 �r to 41110 5 6 1. Therms-Tru Fiber-Clastio and Smath-Star configtmations) Nominal 6&#39;O&quot,Non-Imipach&quot: Opaque 1213112022 Composite Edge Flbergl.iss Single Door No Y as No NIA Florida Department of Business & Professional Regulation Building Codes and Standards No. I at IIS2021 Florida Department of Business & Professional Regulation Building Codes and Standards P.S. i .r I 1512M Florida Department of Business & Professional Regulation Butilding Codes and Standards - * ;;��i- `;41 5 12 �finarvinipf'outswing XoPirfiguiation) C) 7 g. Therma%�Tru Fiber-Claratic and Smooth-Sbar Nominal SU39:0�quot;Non-Impactaquot; Opaque 12131 �2= Composite E dge Fiberglass,$ ing le Door vith NO Yes No NA Product Approval Application Detail Product Approval AppliCation Detail Product Approval Application Detail .!� 0- lif Sidislite(s) (InswinglOutowing; XO; OX or OXO ) 11 N - --- . - 11 -- -C I - -­I configurations) Therma-7ru Fiber Smoclith-Star Nominal 8&#3Q:0&quotNon-lmpach&quot; Opaque 121SI l2022 NO yea No NA 8 L, -Classic and Composite Edge Filearglims; Doubt. Door with or I - " � Costs Entht, or data Data cat. Ferrel- auto 9292 EntIthr or- Issue Ow - We Paundina Data C." sent, or 2ds 291 Dad, I-,ndi- 1. DAR 4 without Stdolites, (I roxving/OubvwIng; XX or OXXO . iym Vemion Manufacturer Contact Erwirmly, Si ttiolms, Validated W Validated Sudammittwi PSCAPPreval A-h-w! Statugi T-1 version Mwistram,wher correct Enedras,S, Ueses, V,Hd,(,d lt� Vascialed Submitted FSC Ateciro,al A,Om,,d Status TV- version Manufacturer Cartier Engineer 6 1.1cons, valldhostil W Validated latimitter! FOC Apiarmy.1 Appronind -%at- 9 i. Therma-Tru Filow-Classm, and Smoom-Scar configuration) Norrinall 69#W:8 4,quat,fion-I hipact%quot; Glazed 121?1i2022 No Yes No NIA Affirmation 2ON PGT Indusishea Jens R.a..W Mlwhi�Dshfie RCCO . CIER Mhwni.D.da BQCO - VAL 11,05M20 1 1,05,2020 1111 112020 Approved Revision 2020 Mi Whad-s and D­ Bromtsitling., Luis R Lorths., PE Sh.an M. Lifth, PE lPiOW2020 ,�XO&2020 100= 12/15f2020 App­d Affirmation 2rZO PISTIndustrisem, Jens R--ki Miami-Dause 8CC0 - CER Miwn-D.do SCCO - VAL 11M,12D20 11105120M 1111112020 Approved 1 Composite 5dge Fiberglass Single Door Category: Wind.,,,. (041) 486-0100 (786) 315-2590 Category! wind.-, ffl?) 365-3300 PE-62514 (7173 317-8454 C.(%*V: Wnd-a (941),11513-000 (786) 315-25N (inswing(Outswing: X configuration) SubC.t.qary: Frowt Jrosoo'.,sh@pgthdu6Maac SubCategicry: Muilions ba1IIrg*rQmlWd-c6m stubscafilgicry: M.1lara trosaw9kig,p9linduammic 10 J. Therma-Tru riber.Classloand Smooth-St2r Nominal 69039:8 &quot;Non-ImpacMquot; Glazed 1213V2022 Composite Edge Fibernglass Single Door vAth No Yes No NJA C.ninplanc. 1101.1hod: C�hifimatm Mark or using 11 " -1 an v � - Compliance Mathod: Evaluation Report from a Florida R .giiatar,d Architwrt ., � Ucwiaed Flaid. Compliance Method: Certillcallon Min a usidnet �� I � I am I I I I 11 I I I I I I 11 I 11 Scielftels) (I nsavinglOudwrig; XO, OX or OXO I � I ''I 11 I � I I I I . I I I - Pne"ition.1 Engineer Fwal-RIShe - I � . , I - I I � I I 1 6 " 11 11 k Therma-Tru Filber-Clamio and Smouth-Star configunedont) Nominal 68#39;88quotNon-Impad&quot; Glazed 121��112022 NO yes No NIA I � I � 112-A P ... Insut Madel. Iskairlsomor No,, Crualits Uzaronce Product D­11otion ,adlraet Exich'allon Dal L I I Ationamaid for use Approvadfar Use In HVHZ Oulsig, Hy Imildipi Q01- Resistant Pramure Fuiri'6353,R0�iliguals � � I e I ,� I I I , I I I I I I I " I I I I I I I 4" Product Model. Number a Name � I Armll for is, A,r,-df,,U- Product Description contract Expiration Dole lhHVHZ Outside HVHZ I Impact D.W., Itiraftitant Pressure Z Composite Edge Fiberglass, Double Door with or without Sidefirsto (InswingfOulatwing; XX or OXXO 5 PW-5520 (Large Missile mirss) Vinyl Fixed Wind.. 04,304025 Yes Yes. Y. NIA Quality Assuratic, Aparov*dforthra A-,,df,,U,, Inglead Domils. I Mullone tor All Dec. an d Windoes Aluminum Mullions 05126,2020 Yes Yes yet NIA configurations) 219A &Qdudmodal flumba.,flitmoo Product Devarfplian Contract Excitation act, In HVHZ outside 14VHZ goal.twul Prassunt 12 1. Therma-Tru Filber-Classicand Smooth -Star Nominal 7&#99;0 &quot;Non-I mpacd!Squa, Glazed 12/3112022 No Yes No NfA 2 Sio, Verical Avmimum Mull- M1112a24 No vs. Y" WA Composite Edge Fiberglass Single Door (Ins,,itingfOutswirl X-irfigurati-) . 13 m. Thermajru Filb-Classic and Smwth-Stmr Nominal 7&#39;0&quot;Non-Impad&quat, Glazed 1213112022 Comptaite Edge Rberolam Single Door voth No yes No NIA SideRe(s) onsvving/Outrawing; XO, OX or OXO configurations) 14 n. Therme-Tru Fibilr.Classic and Smooth.Stor Nominal S&ft39;O&quotNon-Impa&BquaI Glazed 121310022 No y - NO NPA Z Composite Edge Rbarglass Single Door (InsvvingfOutswing X configuration) 15 o. Therme-Tru Fiber -Classic and Smsooth-Star Nominal S&#39;0iquot,Non-ImpacIAquot; Glazed 12/$V2022 No Y- No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (InswinglOvevving: XO, OX or OX0 Florida Department of Business & Professional Regulation P.O. I of I Florida Department of Business & Professional Regulation page 2 &2 Florida Departmeril of Business & Professional Regulation Paige 3 O`4 16 p. Thentral-Tru Fiber-Classle and SmsoOth-Star configurations) Nominal 5&#39;0&quotNon-Impacaquat: Glazed 1213112022 Composite Edge Fiberglass Double Door with or No Yes No NIA Building Cociesand Standards 102021 Building Codes and Standards IOR2021 Building Codes and Standards 31BI2023 without sklelites (I nsvvingloutswimg� XY or OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detai I W oninfigurations) 17 % Thermst-T. Fib -Classic and Sitnooth-Star Nomined 158#39:8 &q..i;N.h-I.psx%&quo�, Opaque 1213112022 Composite Edge Fiberglass Single Door with No yes No NA - � ' I P I - W MI, "I'SCON � I - - I � � 01111`�N- Im 00 mrw l F-1i W IR I- V is, 18 I. Titerma-Tru Fiber-Ciamuc and Smath-Star (Inhaving�Oudsvoli; OfX configuration) Nominal 89#N;8 &quot,NOn-I mpact&quot; Opaque 1213112022 C.mp-it. Edge Fiberglass Single Doo-All No Yes No NA Cod- ZX02 Version Manufacturer I — INTransom — 23rill. - -9 Entity or contact Em,lin.,r&LI'mmas Voliclatunt 5V I I '-­ 4 W­1` I — I 1v 0 A - - � If Data mi. "a Pondrot Validated sumearded FIBC Acithrosal Ill. I Valto Apainved status Cod. 7�.. Vwy­ "'Isruhan't". Entry or Dal 0 09* Date Panel,, Contact E-In ... & Li,- v.Rdwwl W V,Ild,t,d S,b,ift,d FBC Antion,al 229 Ashwovad Status code Z= vanuen Manufacturer Entitle or Date Jkl- gets Penclinni Cartalli larowithosir & Liu-, Validated! 15, \laidated Submitted Fac A..'shi 9* A-rovoll But- Sidelite(a) and Transom (I n-iing/OunwoAng: OIXO. OJOX or OYOXO configuratichs) . RevioOm 2020 James Hardie, Building Products. Inc, Chad Checks V, Androw Tom John Sduthon:1, F.L. 01/05=1 12/1412020 Dillaa/2021 ding FRC Apia, Ravi sin 2020 Al,lds Nick Thomp­ Lyhd.n F, Sehroldl: R E. Ryzr J. King, P.E. 02imrml D211512021 02Q2,2021 0411312021 Approved Ravi -in 2020 W Michael $fish Robattilomirtill John W. Knezervich, FIF 12MS�2022 12/1712022 11U2012022 766-3411 (1210-11=3 Approved 19 s. Therrove-7ru Flbar-ClaaaiC and Smooth -Star Nominal 6U$9;EI8quot;Non-Impao,t8quot, Opaque 121311=22 No Yes No NIA Calloponi: Poinal Work (50B) 545-8350 PE-81662 (352) �17-2526 Category! Pwicl Willa 1330)922-2389 P&434aS lots) 767-6555 Category:, R.,Ahg t800) PE-59186 (954) 7r2-6224 Composr(a EAge Fiberg law single Door with subcategory: acting chaddherclus@jwn,shardi Subcategory; Soffits ,thompsom(Itedsid-wo Subcategory: Asphalt Shingi- ­ti.h@g.f­m mi Skeliber(s) ilhavvins/C.t.whs X0. OX or OXO Compliance Method: EvaWthon Report from a ..cah Compliance, Maffrod� Evaluation Report man . Contributes Method: Evaluation Report from a I . Continuous Head and Sill configurations) Florida Registered Architect or, Licensed Florida Flats R,9I,1wsdA,.hiacta. Licensed Florida Plaids RoglaterecArchift.dt or � Licensed Raid. 20 I. The"a-Irm Fillber-Cigistic and Smooth.Star Norninti I 881039,, 0 &qu6t Non.1 mpad&quot� Opaque IT3112022 No Yes No NIA Professional Engineer Pr.f,.!-.1 Engineer Professional Engineer Composite Edge Rice,giass Single Door with Sidelibe(s) (I nswmp1Outsvvn9� XO, OX or OXO - I '� , , � I �� '' I I I Fus�34V,Aorsl;WUiifi' ' " I I I - 11 11 , � I I I ­ I I I � I , I - I I I 11 I I I I I I ­ �' 11 I I I I I I ''I I I - I I I I � 6272'RaPt,dild, :��, " � ; � I I I � , I � I � 41, . I I C, 11 I I x � , I � I I 11 I 1� I I 1 � I � � I I I I I I I i I I � I I I " I I . 1, I I I I I ; I - I C I 'A, I � , I I I I I /' I I r - I I I I I I I � I I IrLmadzg�qmorodu�&' - I I I I I ' �' " , , 1, 11 I I I � I � �' I I 1, - I 11 � 11 I �' I 11 I I " I I I . "I I : I I I -� ". I I 1, , I I i ,g "I, " I "I I I , I I I 11 I I ". I I I I ,e � 1� - I Continuous Head and Sill configurations) Quality AsturaraP. Appiro"cl Approved for Use Im Design Quanta Assurance Ac,,v,d for Um Acurr-wil for use [grow Deal- Quality Assured Approved for Use Approved fu Use hintraln 0,51an 21 UL Thermo-T. Fiber-Clsm.i. and Smooth -Star Nomin2l 89429;8 &qu0tNon.Innpact&quot, Glazed 12131112022 No Yes No NIA 1MA product Model, Number or Name Product Descriptio contract Exiainalloss, Date In HVHZ Outside HvHZ Resistant Pressure 3-40 Product Modal, Nuarnbarair Name Product D .... 1ptl.,, contract R.Pinuila, bell. In HVHz Doandal. HVH Fastistarl 13mintur. imu! Product Model, Number Or Mama Product DescrIction Contract Isolation Date 11, Hvpfz O,tslcl, HVHZ assistant Pressure Composite Edil;er Fiberglass Single Door with Shcheiii (I ns,AngtoutsvAng XQ, OX or OXO 1 Qwnphwk Lap Siding lbor-tannart I.p.efirg 1WIJ202S Yes Yes NA NiA 1 6- dquo�21`&quot Soft Vent or Scild Vinyl Soffit 12131,202� No Yes No WA 1 OAF Asphalt Roof Shingles for use In FBC non�HVHZ Fiberglass rainfacod �-tab, lahinist.d, 5-hilb and 12)IG(2025 No yes N (A NA Continuous Head and Sill configurations) 2 H-di,esirk: Lap sting lbe-wn-it top aldhrg IMIU202S Yes Yes WA N/A 2 b. &ssuotAllnocs, T4&quot; 8offift Vent - Sold Vinyl S.M 12nlr2G23 No Yes No WA junsch.U.- hilpfrIdge asphalt thrrigh. 22 v. Thermi Fiber-Closw and Smooth -Star Nominal 88039;0 &quct.Nofl-Impacdt&quat Glazed 12MI12022 No y- No NIA a c. &cluot;Graeribular Vintage BeadedU39: Soffit Vent or Solid Vinyl Wit 121311202a No yes No WA I Composite Edge Fiberglass Single Doorvitith 4 d !,ttua:D5&qvcr Send Vent or sold Vmhl G.fflt 12131Q023 N Yes No aLe. Sidelibe(s) (InsivAngtOutswing; XO, OX or OX0 5 .. &4.dt'.Ch.Iw Ow&quod; Seffit Vent or Sold Vinyl Sofift 12)31=23 No yes No NIA Continuous Head and Sill configurations) 03 f &qud�s.pw Spwi&q..t, Saffit Vent a Solid Vinyl soffit 12131r=$ No yes He 141A 23 w. Thernna­Tfu Fiber-Clamic andSmaoth-Star Nominal 6&#a9;3 &qwt;Non-I mpactlkquot Opaque IVal/2022 No yes NO NJA Composite Edge Fiberplass; Door Panels viith Vented Sidelite(s) (Ir-inglautswing: XX XXX or XXXX config,hatio's) 24 x. Therme-Tru Fiber -Classic and Smooth -Star Nominal 13M3@;O 9quot,rion-Impactaquot Opaque 12131;N22 No Yo. NO N)A Compashas Edge Fiberglass Door Pan" with Vented Sidelkel (I risvivinglOutswing; 30� XXX air X>Oo configur.b.h.) 26 Y. Themrst-7ru Fiber-C12991tond Smooth -Star Nominal 6&039�8 9quot Non-Impaot%quot: Glazed 12J31/2022 No Yes No NIA Composite Edge Filbergiass Door Panels with Vented Sidelims(s) (rumvinglOutswing: X)� XXX or X)O(X Florida Department of Business & Professional Regulation Page I oil Florida Department of Business & Professional Regulation page I cd 1 Florida Departmerif of Business & Professional Regulation Page 1 of I configuration.) Building Codes and Standards 10PJ2021 Building Codes and Standards 102021 Building Codes and Standards i02021 20 .� Therma-7ru Filbsir-Clss.io.nd Shrooth-Star Nominal 8U39:0&quot,Nor-lmpsa:d9quot: Glazed 12131M22 No Yes No NIA Composite Edge Fiberg Islas Door PQ nals vath Vented Sideliftme(s) OnsvvingJOutswing. XY XXX or XXXX ProdUctApprovall Application Detail Product Approval Application Detail Product Approval Application Detail configurations) I I I I �l - . I I . �� I ! ii i i i i : �� �s � �'"- �'11" : i , � I � I I 27 za,Thermai Filber-Cessicand Smooth -Star Nominal daP39;8&quot:Non-Impshct8quot: Glazed 1V3112022 No Yes No NIA CornposileEdge FibeglaesSingle Dow,0380g',O adelite(5) 015whWautswrig XO. OX or OXO calls Entit, or Data 221111 Dater latinclino I � , �� C040 Entity or Dah, Dah, owe Pending - ... - Date Code - 'Oii�� -P I I I Molly Cos. 2111. Date P"Irdind - I " 111111. 28 z1b. Therma-Tru Fiber -Classic andSmooth-Stair configurations) Nominal 6&lx39:8SquOtNon-Immcf8uquOt; Glazed 12t3`112022 N. Yes No NIA 1W ver"In. Mam.f.d.her Comity En,ih,,,& lJoines. Valiclignmi 8, V.Kdw.d Submitted FDC Ambrose! -DA, A,a,- Alm ZY29 Who- M,n,f,,t,- Coftt-t En,ln,,& Likunes Validated Har Valklatini "arnittw! FBCA­,v-A A,,,,-d star- TVO. Moral- Mansdachu- contact Mulloi., A Lt.- Validated as Validated 3.1brinkt.cl FSC Ablershall Appr-.d status COMPOSAD Edge FibeTglaM Double Doorwith Ro,isl 2020 TAMKO Building Products LLC Karri rden Robert Memnon Joh q W. Knersvich, PE 1OJJ4i2O2O OSJ2MO2O 10112J202C 1211512020 Approved Re,si- 2020 L.V. Thompson. hre, doe Thompson Architectural Tory Christman Zachary R. Priest Steven M, Utich, PE OfirI712020 0911612D20 as.r2MO20 IT15=20 Approved R.v.lan 202a Flacti Metal Products Inc. Clwkj..a James ­� Bucket- P.E-Q Sit- M. Ukh. PE OS,27/2020 09i2512020 10,04/2020 121IW2020 App­d 30a�'.08idelites (InsvAnglOuttri-ving: 0)0(0 Cattignarr. Roding (417) 624-5844 PE-591156 f954)T72-62,24 Metals Company 4TAMC 0) (813) 248-3456 PE-74021 i7l7)317-8454 Category: Roofing h904) 783-8400 CRUCK E.0rowing t717) 317-8454 29 zc, ThhemnwTnu Fiber-Clas.r. and Smoth-Star configuration) Nominal OISP09;0 8,quot; Nand mplact4quvt Glazed 1213112022 No yes, No WA Subcategory: Under nlyrnwits. kand-od-Charrsk-ah Category: Rooling Subcategory: Roothrig A"essorles that us am tarAgarthir.ofing.carn "Call.g.ly, R.oring A-vaterios that .a an mtwgsI PtH afthe R.afmg System Ol.rk@fl—..,.m PG.31242 Composite Edge riberglam Single Do. with S&M.0 Compilance Method: Evaluation Repair fromi a Integral Part ofthe Roofing system Caninhanceallethod: Evaluation Rop.,tfrOm. Sidefite(s),(InsvvingtOubtswing kO,OX or OX0 . norficla Regictared Architect or-2 Ueenced Morida Compi nool Method: Eusluation Report from a Flada R"I.dw.dA,dhit.ct. . Lwa­d Plarlde 30 zd. Therma-Tw Filber-Classic and Smooth -Star configurations) Nominal 8039;0 &quot:Non-I mpactSquot Glazed 12131 t2O22 No Yes No NA Ph.fiesaincral rnjn.,, � - �' I I . I I - - I I I Makfaleagistwed Architect or a Licensed Florida Professional Engineer P,.fi­I...1 Entinew I I - Composite Edge Fiberglass Double Door will I'L411j" I I - 1 -2 Products I I � ­ I I I I 11 � - I I - . � � 11 I- I I I 11 I I IFLOU1101114112pri.duots I I I I - I - - I I I � I �, - 1 U439 0 Sidelies, (I nsvAngfOut-Ing; OXXO config6raltOrt) Q,atfits Ashitural Acnialladforusa Approvad for use Inuesst ossimin I FL#18018.R:t#rodwda I I I I I I 11 I I I � I I I -1 I I I Quality Ainsuraincer Approved for use Approved for thre Impact 2221fin 31 ze Themne-Tru Fiber,Classic and Snrootlh�Sthar Nominal 7=9;0 &quOt,Non-Impsct&quot� Shaker 12)31 t2022 No Yes No NJA 4-9 Product Madd. Wetter at Me,, P,,I,,t Woodside 0-k-& Exaltation Date I n O.i.i,* 4YRZ No Resistant pressont 141A NfA Appro"d for Use Alicynoved for use !MM peaks, Neal Product M,d,L Number , SM Plosduat detonation Contract Evolhation Data In HVIRZ QuIlshela HVHZ lit,hid,ot P.... Series Carmoosite Edge Glazed Fiberglass Single I TAMKO Rod Und.d.yrthurts (HVHZ) R.Ofumdedayhrents for use In FBC HVH2 06M/202� Yes aw Product Model, Numbor at fitim. I Product plusal,ti, In HVHZ Outside HVHZ filinsfinam Pritummi 3 3 - FLAMCO 8I 10 Ridge VwMqUot: Aluminum Ridge Vent$ for pitched reefs fabricated I Zt3l f2O24 No Yes No WA Door vvith or Wthout 1 W9:2 Sidol dale) jurisdictions, I TAMCO Flat Top Off -Ridge Vent %,Rh Bono for Tile 20 Ore. clad o rool'vertifflator ,!Ith baffle 0WOSM2e Yes Yes WA WA from 0 025' Ahu minum (I nowinglOutswing. X. CX. XO of OXO configuration 5) 2 TAMKO Rost U,hderlaymwtstNON-HVHZ) Roof underusynrent a for u- In F SC h.-HVI42 0&2P/2O;l3 No Yes WA WA 2 TAMCO Gocown.okVona 26 ga. 09109/2m N. Yes NIA -01-52.5 jurisdictions, 3 TAMC0 OIT-AcI Roel'Vertwith Baffle 26 g& Stein rool'yeriblator with integrated baffle O&/01h(2026 Yes Yes N/A VA 4 TAMCO Round Top Oft -Ridge Vadwith Baffle for Tile 21, ga. static roof,emilsitarMth battle 09NS/2026 yets Y. NIA WA Florida Department of Business & Professional Regulation P.O. I of 1 Florida Department of Business & Professional Regulation P.g. I of 3 Florida Department of Business & Professional Regulartion Page I of I Florida Department of Business and Professional Regulation Building Codes and Standards 117121321 Building Codes and Standards 11712021 Building Codes and Standards 3AU2023 Building Codes and Standards 3/15/2D22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W "M P.l,l-Ili�,� W, '.�"' ' lmb'g� 19 r� I , . * 11111 -' 1- Kwfll " Cod. IYA Versa. Marwhadu Revision mo Lah.h. Army or Contact Endirm- & 1.1comm Valiclatsul Bv Katrina Jolley James L. Buckner, P.G. Steven IM. Unch. PE Due =a Data Pending Validated submitted FBG Ammosal 11MI2020 I V2�12020 Iln)2020 Dal a aumb Stagus ding FaC Apa- Cod- T.- Vwsitsh In ... Fact— Revision; 2020 Bawl Roofing FrAM, ., Ded. 2" Data Pants- Contact 2-husir & Idowithe Validated Sy vegetated Submitted FBOAraphre.al Ande­ Robin IAPIMO uniform Evaluation GwyW.W.1kar I1,0W2D2O 11,012020 2" A-ravrd Atiltiat 11ID5/2020 Approved .�.qq Type Vomion Revision 2020 Manuracturor Glooltl Protection Products, LILC. Entity Or Date Da", ads Pending condsto Engineer & Lictinso Validated By Validated Submitted FOCApproval ram RObIns.m Walter A RIM Jr., RE John W, Kroasvich. PE OM8,2020 0910812020 lM172020 Data Approw status r12115,2020 Apa-d! a) FL#5259-R31 code fatly-91 Date Dote Date Date Status Catwlury� R-ling (501083-6163 PE.�1242 fTI-1)317-l3454 cat.gary: R.'Arg (8m) �U-"I SeNials LLC, (205) 654-CiGO C.t.gal Shutters (9541 969-7541 PE-44167 (P54) 772-6224 lypiz Verialon Manufacturer Contact 2020 _Engineer & AHOARLPY L icense Validated Submitted Pendin 9, APQroved Approved 10126f2020 1012212020 FBC 1211512020 SuleCatagwry, Roofing Accon,rones that we an Integral Partofthe RodingSystem Itolloystilliomeri SubCatagoty: Rooting Tiles C.allull-cals.0a.4: Eval.oti-R.P.rtfrah. Product rvelvation Entity lRobirtAindersoniQlocred co th Subcategory: Storm Panels Compliance lfietlmod� Evaluation R.Port from a tim.roldrach*gpipent- m Revision POLYGLASS USA Maury,Aipert, John W obe Category: Roarling S954233133OSmalpert@polyglass-com R rt Nierninuen Knezevich, PE ARprova C..Pii..M.th.d:E�.I..ti-fz.p.dft.�. FlorlciaRegWemdArchit�toraLk�"sedFlorkU I � I � I I , I ib"040112 Plotho : ' I I I I � , I I � I I I I '� I " - I I I I " I I I I I I I I � I Florida ReighlersalArthilo1 or a Licensad Florida Professional Engineer Subcategory: Underlaymerits Compliance Method: PE-50166 (954) 772-6224 1110112020 Professional Engineer - I I - 11#[Mi�ltfi Pordulch, �' 1, � I I - �' I 1 I I I I , , I I I �11 I I I I � I I � I I I - I I � I 1 1 1 1 ''I 11 0111A Pradu,t M,d,l. Number or Nwas I ­ 1, 11 I I I 1 I I I Otual Assurance Approved for Use Approved for that Pr,d,ct Disa,flution, Contract Exicindian Dolds In HVHZ Gglabdo HVHZ I I- Impact Dothan Resistant Phas na 11 I I I � I I I I F1.10115076461111mclucte I . � I I I I "I � I I I � I 11 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 CAudittvAssuraricu Ashar­4 for use A-inchad for Q. I -1 � " I,- � , Im-st vattichr E QUallIVASsuirance Aipproythd for Use Approved far Uste Impact Deson 16 S2xany - She ke, Slate, Cout by SI as e. Sort 01 d English Flat Fronde - Denvdr. CC l2t3l)2020 Na' Yes NfA WA Allat Product Nam, I Product U."'Whon In HVHZ Outside HVHZ itlisia."t P­ Evaluation Report from a Florida Registered S-st 9 Product Asset. himunrit, ,, Want, I D-k-41 DA,4 orTRI4IuiItV.,A-Ahr0A­4 ffallail.211AL'aw Contract Bacardi- Das LmProfdv, PolyphopylenePlaabic, RoaVent 121IN2025 in HV4Z Outside HVHZ No Yes ResisCurdt F.'s- NO -97.51-97.5 Thatch &amp: Impact 17 S.ory SOO - Slat.. Shake Atimp: Split Shake Flat Profile - Stxaldon� CA 12131t2020 No Yes NIA NIA 1 .a, 20 Gog=n=al Ston. P.h,J,iHVHZ Corrugated Galvanized Steel Storm Panels retained lz'�Z112023 Y. Yes or hot by tracks to Yes WA -0-0 Architect or a Licensed M.dhahIo&1IyAffivnv.dIoPV.'sood Dwk, 18 SauciryNO-Slate, Shalko&wnp�Spsit Shake I g savory NO - Shake, Slate 4..amp, SMit Shake Fl.tPofih.-Ri.k.,CA 12131,2020 No Yes Flat Prodle - St.,dar, CA 121SU2020 NO Yes NIA WA NfA NA 2 Z4 Gage Galvanized Steal :]donm PandsMHVHZ amloo humicene protection. Corrugated Galvanized Stool Storm Panels retained 126V2023 No Yes yes WA a) Flodda Professional 2' S-y 700 - snake, Slat. 6­p: Split Shake 21 T.j.a E.Pan. lawo.a. Flat Prefil. - Flats, CA ' 112 11 No Yes 12 High Prolle - Katy. TX 12 Q020 No Yes NIA NIA WA NJA or not by tracks to provide hurricane PrOwhat. = (D Engineer 28 vill. Lory Profile K, ty. TX 12131=20 NO Yes N/A NJA FL#6259-R31 Products - = orcl R" gum-Aeumme Ap for Use &Wto_1Jd1ar IMp of _L Deft W &eg # Product Me", Nurnber- a, Nam 4 Product Descr pition 5'Wract Entration In MVHZ QuisIft H Resistant Pressure t' — 1 PoJyglass Roof Underlayments Roorling undorayments 10121=22 No Yes NIA 4WAI-622Z IM 1 2 Folyglass Roof Underayments (HVHZ) Polyglass Roof Underlayments (non-HVHZ) Pallyglass roof underayments for use in FBC12IM023 Yes HIVHZjurisdiallonar. PoilYglass roof unolerayrn ents, for use in 1W2312023 No No Yes NIA VA NIP, -WAI-622Z M > 0 FRC n.n-HVRZ Jurisdictions. Florida Department of Business & Professional Regulation Pago I a I Florida Department of Business & Professional Regulation Pa.. I .1 I Florida Department of Business & Professional Regulation Page 1 of 1 S— 1 Polygla-S Roof Underfayments (HVHZ) Polyglass roof undedaym ergs for use in FEC 12J23/2023 Yes HVHZ jurlsdictions. No NIA NIA Building Codoisand Standards V2U2022 Building Codes and Standards 1P;202i Building Codes and Standards IF11021 > CDL 2 Polyglass Roof underlayments �norl PolyglasS r OF underlaynt ents, for use in 12J23/2023 No 0 FSC nors-HVHZ jurisdictions. Yes NIA -NIAI-622.5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- 1 Polyglass Roof Undedayments (KVHZ') Polyglass roof underlayments for use in F501712312023 Yes HVHZ jurisdictions. No NIA NIA 0 < A! B ONE IBM I R k- , �� �- - 1 -, M 2 Polyglass Roof Undedayment5 (rwn-HVHZ� Polyglass roof underl enits, for use in 12`2312023 No 1`130 nun-HVHZ juritsdictions, Yes NIA -NIM-622.5 Code Entirtylar Validated Date Data DilitS Pending submitted FIFIC Approval 2& Approved status Code venal, Manufacturs Entity or Date Dods Date Ford. contact Engineer & U ... ts, Validated By Validated submitted POD Amoroso] Date A,=,d stm, 1040 Mwartan Entity a Dods 292 Cape Pending Contact Ismodriss, & Lgarmal Validated 8v Validated 3.1thilittsil FBc Aminni Date ' " aamminto Status " -6--ail 1 Polyglass Roof Undertayments (HVHZ) Polyglass roof underayments for use In racI212=23 Yes No NIA N/A T-o' Version Manufactu contact Englimear & License Validated Lam Ro,igoh 2D2D Alpine Stuart Lit,vis ICC Evaluation Service, LLC Wilown M. Ranieri. Pr W/3112020 10122021) I W512020 111195M2D ApIrroved W.- hillim.f.t.'al Gilli, 0 2 Polyglass Roof Underlayments �non-HVHZf HVHZ jurisdictions. Poll roof underlayments, for use in 1212312023 No Yes NIA -N)AI-622.5 R-i.ion 2020 All American Shutters and GI ... oatoqchy�' Shutters Subcategory: Storm Panels Mike Barbieri Frank L. Renmemido, P E 7.y Bishop, P.E. (561) 712-9882 PE.GQ46549 (954) 247-0880 mineb@allamericarishutle 10MI2020 1011512020 1110612020 1211&2020 Approved Category: Structural Components S.sCat.2cry; T,u.a PhAea (521) 710-3377 (407) 681-1917 al-silealp'nsitwcorn Reivasph 20?d Commercial Concrete Products.1no. 04490nil. Structure] COMPaerli Subcategory, Products Introduced as a Result or Robot; Samuel A. Greenberg John Hoy 12116=20 12116/2020 12r2912020 j81 5) 650-�707 PE-34245 (352) 588-53i 1 P­wgat.r@ywhe..c- ding FBC Apph I = FBC non-HVHZ jurisdiction.. Compliance Method; &oduation Report from a ...Om Conalmliance Meth,d; Evaluation Report som a Product Ei,sitildien Entity N-T-h-logy 104thod; Evaluation Report from -a Florida Registered Arthitectora Licensed Florida Professional Engineer I ' ' � 11 11 I I I'll I 11 I 11 I 1, I 1� 1, I 11 i I I I � I '' , ", , ' .1 PLOMW_Eig"M - ''r I I 11 I I - I- I I 11 11 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 Complaricut a Fl.dd. R,gialonsdArchisset a. Lo-d Ford. Pl-clossional Engineer 0 " I iswlj�iaroduirft , I I . I I � I , � " I 1, I I I I � I � 17, 1 I I " I I I I :1 '�' -", I 11 11 �' I ' I I . I I I � I I ­ 11 11 �� , , 1 1 1 I I , � "I I I � , I I I 1-1 - I I I �' 1 1 1 1 , �' , , , , " '' I I I - I I I . � I I � Quality Assurance Approved for tft� Apbrawd-ra-Use I wm!i 2!ft I I I ' I I � ; � ' ' " I - Fu�" I , ;'111": I 1, I I I I � � �'� ' " I 1, ' . � , ": , ' , , '' I I I I I � " I I I 1, 1� I I I I 11 11 I � " QualrarAssaji-arl ApprovedforUse Aptingovedfar-U- Impact Detsian li'll"Lo Product Model, Number a Name famoduts Do."Ietho Contract Expiration Date In "VhZ 0utsId.HVHZ assistant pressure , � I I I I I 11 I I I I I I 11 I I I I ­ I I 0- seq .9 Product Model, Num bar or Nam a Product Desorlagon Contract expiration Data in HVHZ Outside HVHZ Ptesistont Pressure 1 ITW BCOYAhAne High, Siramitth H &-p: 8) M.h.1 C,ashwicr Plat. 12151,2024 Yes Y'. NIA NiA Qualits A.-hani011, A,,r,v,d for U, Approved for Use threat Dasinm 1 24g. Gal-nathl Steel Storm Pon.]. 24ga Galvanized steel Storm Perot. 1213112022 yes yes Yes NfA 2 ITW BOGAlphe Hinge Plate Metal Connector Plat. 12J$1/2024 Yes yes NIA WA $00 # Product Mods], Number or Marine Product Disticriptitill, contract 9malraticin Date In HOZ Oultsfich, HV Resistant Pressure < ITW BCGfAlafts Thulac 34 Metal Connector Plate 12(3V2024 Yes Yes NIA NA I Quality Protest a Consinteclal Concrete Products P­st and Prestressed Conctere Lintole 05,2&12024 No yes NIA WA (D ITW BCG/Alpine Wave mew Connector plar. 12131,2024 Yes Yes NiA NIA U) -4--i'll IM 0 1 co =:3 < 0- Florida Department of Business & Professional Regulation Building Codes and Standards P.O. 2 of 2 31812023 Florida Do pa rinne ht of Bu siness & Professiona I Ragu la fion Building Codes and Standards P.O. I .1 I 611420221 Florida Department of Business & Professional Regulation Building Codes a ridSta nda rds Page 1 tf2 9ra2021 —0 �— Product Approval Application Detail Product Approval Application Detail - Product A pprovall Application Detail 0 L- M I � i I 1� u-10 "I 1 I � 'I � " - .Iwo I I 1 qaS " 'ff I Aw NUNN- . I 71, �' .. I , "" 'R . 0 , ­ M, .. I "I l 4- . , � , I � 1W � 1 : 11 1114 1, IN W, 0-0�1= N , .1 I'M I : I IMMIN P I Cod. I Smith, - " ­ Data Ded. Dal P,ndi- 111 I Date 10 � Cedc Entity or Dole 2&A ]Data Pondlinid 11 Date ­0 Cod, -- - 9ndity 0 P1112e Data Date Plardlita 101 291 " W C IVP- Version hismulacturar Condit 9"'arsar & Lows.. Validated By Validated Submitted FINCApplo-I Atme,cruad S12he I'Ve" version M."UrIsity. Contest Fostoria: & License Validated By Validated Submitted Fec Anami Apareved a" AM Varelp Mrshurthicturar Contact Enschate, S, Licamn, Validated Ov Validated S,b,,'tt.d FOC Acourowd Aporave AWMIL � C Revision 2020 M,Tax Inc. C21agory.- Structural Compohents Erin Walden ICC Ev.l.stiom Salvo.. LLC ICC Evaluation Service, t952) 898-9635 LI-Q. )IM12023 1 2f2012022 0110312M Approved Revision 2020 Weyerhaeuser Category, Structural Components Rob Baid,.Mn ICC Evaluation Somice, LLC 1. L.Iner. Ps. (253) 824-6473 (60) 830-32U ODO2,1202i 10113M20 021OM021 Appro,ed Arriarn,tion 2020 Apha Aluminum, Inc. C'tsgay: Panel Wells Jose silva Luls R. Lanat Steven M. lunch, PE 111iW2020 1 111&2020 i4071 509-2008 PE-62514 (71?) �17-6454 1112012020 Approved < a) Subcategory; Trust Plot. -sidenernii... �205) 599-9800 Subcategory: Engineered Lumber R.b.rt.Sa Id.vin @�sywlhs susarcom SubC.t.g.ry: S.Ifft sIpmhsI.mhurnro@y.h. Z Compliance Mothod� Evalual Report from a crocus t E voluation Entity Compliance Method: Svolualen Report from a Product Evaluation Entity I I I - I - Compliance, Method: Evalutd. Papellt tam it Florida Registered A,61t.ct or a U­ad Mende ...m Z —J LWORAI I I I I I �Pr ' I I I - I I I I I I I I 11 I I . r - I I I I f , . I uliur,ahti Piraijiggla , � I 11 I I � 11 I I I I I - 11 I I � I ­ I I � ­' I I I -, - I I ­ i I I 11 I I I I I I I I I I I 1-1 Pha.monw! Engineer ; ' I I I I I I - I I < CusiNr Assuranes Aboraved forr U, A,,,v,d for U- arose O.ash, Oualky Assurance Apalrossul for Uss Approved for Use ARNI RPAW Fljllljs$�6 Products I I � :_ � I I I I I I � " � I I I I - I I �- I I I I - - I - I 19" Product M,JA k1maralb., or Me- Proskid D-rieta. cwdract D.Instioni Door In HVHZ Ouvialial, H Resistant Passusurs a- fi Product McdeL Numi Name ELWAL913sulatila. cordr.ot Litykallorm Do" I, HVIC outmi'la H Resistant Presanin, Quality Assursula Approved for Us. Anproved for Use Impact Deallon a- I M18AHSi " So. high strength truss corneela plate 1213112024 Yes Yes NIA HIA 1 Microllwn LVL terminated Venew Lumbar 011r3ii202Z No Y. NIA NIA a--# Product Moded. Numbw or Name Product Q­ri,t= ate 1, WVHZ outside H[vHZ Riisluarlit Pressur, 2 M16311S 18 ga. super high strength truss connector plate IVIMO24 Yes Yes, NIA NIA 2 Postrom Pat Panels) Stand Lumber 0MV2023 No y : NA H/A I Alpha Aurninumn Sold 8arnp: VentedAluminum6offit/ AlphaAlumthum S 4" Vented Ajurninum OTi3012023 No Yes No NIA . 3 mi 16 gs. truss conmes., Plat. 12131t2024 Y- Y'. HfA NIA 3 Thartleershrand LSL Laminated Stand Lumber D131)2021 No Y: NA NIA CMU &amp; Word Bond/ CMU &whiplaid Wq.dmp; SHEET NO. I 4 MTi6HS 8 ga, high strength truss earmictor plate 1213112024 Yes Yes N(A N/A 4 rJ Rim Board Structural Composite Lumber a oriented Strand 03131=3 No y" NtA WA board Rim Board � 5 8 7 MT20HE TLIS. MT18 TL20, MT20 20 ge. high strangth I— connector plate 1 M1,2024 IS p. thusisconneetoricates i2131=24 20 gsi� I.. carroda ph.hi 12i3r[12024 yea yes Y.a Y­ y- yes NIA WA NIA WA I'LIA N)A 5 Weywha suser Rim Board Odshl.d stand Board Rim Seard 0=14!023 No yes NfA N/A I I March6,2023 I PA 1,1 I I ---- - N Florida DepalU wg of B(ainass & PnA*nional ftgulatlan Peal ell Florida Department of Buldness & Professional Regulation Papal oil Florida Department of Business & Professional Regulation Paga I rl Rodda Department of Business & Professional Pegulation Building Codes and Slisntlards eMV=2 Building Codes and Standards enorn2l Building Codes and Standards en saoa2 Building Codes and Standards env= C0 f� Product Approval Application wan Product Approval Application Detail Product Approval Application Dean n Approval o r O F L_ CDLs✓ O(\ '� ✓ , fir° -'.... .: e d '..'. 1B! Kadi 20 -0"DaaP de $4 . DebPd 94" Clark Dee Perrdea 3dk Dab Nielsen 20 ^, !OL� T ► Knien Naeg4drsr CaMad Fednefa tiemn Wlideled Mr VY� $u4mitd FBCAsrord Merowd so" Tjp4 Yersic. Momentum r CoMaq.. Endn-rltasae Kln4led ar IW 14Yd aka F6CAeawal ALlionwall swe1 Tjm Wrlign Meeaiketunr G�»af Endnwriiiwne• WIYeW Br Wlia1411 sge�rmd FMCAOinaral A. roved 9"0 hall 4Ynbn Naeuiakunr Caalaet EodnariLbaas VelMsled ay IK Itl•Yd "WIgy kaCAoswal Approved 'ibt�n � CU -0 a, Afirmefkin 202E Pala corporation Widow Joe Hayden Sardl Window erg Doer Jambe L 8udmer, RE a RObinsOn 07A 2020 07114020M orrAr1E20 Approved AtkmatWn 2WO Voss CorporMlon Joe Hayden.Swo Wlydow and Door T.E. Lunn, PE, LLC: 13TR412020 (17n*2020 071221N 202E Appmted At hn don 210 Pegs Cprporni Joe Hayden a" WlndOw and Door James. L Budmar; P-E. a 07t1412020 0T1412020 07/2012020 Apgo ed Affirmation 202E Pagel corporation Joe Hayden Bahl Warren Sol ekr T.E. Win, PE 1LC 0774112M 07/1412020 U712212020 APPd _4_J ^� Nbgary. 4ebCalegery: Swd# Hung WnuLletuNrAeaodkbrr CeUCXEnae nNlg taMarY•tYINIOws RoDkwon ManuWGbaerAaesolrtlbrl (661)8268455 Cetr'aoflF Windows RODklaon MMufaoburerAeaooletlon CBUDK Englneedng Cmysryr.Wwe nda ROWrnepn PEa4135 (551)a264465 W ��1 v, � �A�'� Cermpiemer ill ~ IDS*Ic ion Mark or IJeting P41)0214100 "1)41141227 aubCdgrte SMYe Nag Method. C4r Leling. (64111121-ON IIAGNMEW.FDad (g11)f21 J3026 (MI)481A927 fulec"my. Fired (641)82C1-BOBS vJ � pelisprodlrolarproval®pe Ilawm compliance w9m Mark or PSNep , U PPM"oo ue 110.wm Carmpiloea Mdhoa: Cerpaoatlon Mak-a Lleting pal lePduaWPProw�Pe Flomplbmn Wahl: repdrroma dlN4ePPm'+d®ore � y �V ' ` ICU (n Ile wmr hlinto a Florida: RaglMsdAnhltectoral.loenaed Florida II.-M Ilo:wm }�'� V V .. ., .:. ... . .-. .. ;... .: :.: , . ...: ,...: ,..,.: ... ...., ;r. 1 Protesekx+a Engineer V O FirallkrA-urre Aaarerd err use Aeemrd hr use himl&Mara ;:.. - SIIM9aCAnmM1 Aoeml4�aeaaf EaarmtsdAsl(r imamgadNg 'faW0Nt8-lc�s Aar Aearmrdwuae- (Mggg(. DNMaN ,- f2de4b4 '� L� gaj Prague -Yid NumermNam. Prodoettisxi CoaratFiairalen agile in NMNa ouwmm NYg2 n 12e.hra a 2S1sssQ &fa.E PredamM del.Nunhir er Name. ceatesek6xeiraienDes InNVH2 ourMeHVXa mefiNaM �Id �E k[ddlum Model. wr.gbr or Name canlxantEYeuarianaw In NVHa owaM.liuxa as;�ni 9� MlaraeraNararta APoravd to use Approved rr ue Impel uwan T Sera IWO High Parl"Onoe Single Hung Minyl Single NMg'Wlnldow(42'x72') OW1712027 No Yin No -BW-M 1 Plato to Bonn angle' Hung Window 36'x90• Vinyl Nommpaot Engle Hung Window 08l2212022 NO. Yee Na +4040 1 Berle low VI find window W XTr• 0711512022 ND Yee Nr. +20r-2a Rat Pmdud Model. Number or Namg Predoek De•addi4n cadtMaE.0inn"Deke in NVNi iW nk. on O LL 2 Ease IBM High Patformenrpe Single Hung VNMFINh PMarmnnOr.SIngY HungTwln OtN21f2027 ComPtrlhe(TF:xE5:112'} NO Yes No +801.60 2 a Pala 109via 81naya. Hun: Wndmir Paler lO Series Single Hung Wndow 54'.90' Vinyl NorHmpact Single Hung Window 07f08A022 or Vkyl Nominpact angle WindowOT(OWC22 No No Yea Yee No N1 +46M4 +6GV-b0 2 S $ern ICr2O VIn45MW WIYIew,(FOf'k64') 0T11N2022 Np Yea No *2A(-28 1 14BeneaFlanpaFlxetl 10$M&s 112'FlOnge Flxd Wlndoer Da128t2031 Yea Yee Ne NIX /�g�� ICU a Hung NO 4 xOr Yung Sanwa 102E Wryk Fbed Wid=(M'x 50') 0711&= No Yore No 5*M �y O a{_ Seise 10i20$Inglo Vkyl Single Hung Troo Oonpoebe(10a' x rr) 01b12027 Yes ND +4040 Pau 10 Sense Single Hung Wndow 48•x73'1My1Non-Impad Single Hung Window Oman= NO Yea No +60ra0 CU O 4 Sena lflt2ll angle Hung VIryl Single Hung Triple Comp-ke(1or x63.6•} OUMV2027 NO Yes. ND +36136 9 Pas 10$Cray Single Hung Window Wx 62 Vinyl NoM1lmpest Single Hung Window 000212022 No Yee No +8a-f6 FtaYiilgf9Piwdirra. " ;. � O 4 a Series1020 alniile Hung Ylryleingie Hung TWn ComPML(88.8'xai.r 053212027 No Yee No +VO45 6 PabloSere angle Hung Window 1W x 77 Vinyl Ngm"cl Single Hung Wirdpe 07MO22 NO Yee ND *Ilow amlitrAarrtn AenrarY for Use Anaraaed bw � OWN �. O •� �./ 7 gone 10r20 Skgia Hung Sense 1W20 el'as Hung mmil Single Hung 1Wn Come": 0-4?1. MIGA027 MWAsingle Hung Tnple conpoaha:(10s'xyg;'y OSti6r1027 No No V. Ves N, NP. +3e196 +01-36 7 Pees lO awles angle HUng'Wlydow 624Wxm'Wyl Non-Impoot Single Hung Window 1011712023 NO Yee No 'ayugi �j Pradoat Radial, Mother at Now Prduee Ceeedeikn Cartmet6ehaki4" hu in CulaM HVNa Raulan Prr•um �l CO—.,.P VJ �� ^ 8 gene lORO arylaHurg Vlrrylalnple Xung Wndpr(46"x72') 06li7AI127 No Ye +3$r-39 PLLmiaDiN6lPiwdata. '. ,. '..,,. ', "; i Sane 10120: wrryr fixed window(W X T6) 0711b/d024 No Yee NO +Ei �.,,�. '� O ICU ii.� 9 - - .. .. .,. .. . .. 2 Exas 1(w20 Vlrpd Oad wndpw:(108'x84•) Urn512024 NO Yw No +28h23 ^ r(q.n�.� �� i 10 Bane 10(2081ralo HUig Sane 10120 Single Hung VIVSingle Hung WlndOw(48'x62-.1M) a113r10g7 MrFA Single Xmg Wnd—jW na2.1f2') 06OM027 No No Yin Yes No ND +ae se +85r,36 (LMgpL6tl,®Y Aerard ar une. ap enerndauaa: Lag16t 1MYss s Series i0A0 18rryl Read Widow(80'x 60') 07,10?=4 No Ve Ab +6DI410' `V Q 11 0307f202T No Yes all Pwdonk Yodel. sinew or Name predudt0e-real Csdmst Ex i.a Dew In 11VH2 OOIows MINA mass@ .� 12 Sarre 10r4081ngleHung $@Me 10P2081ngle Xing VlrOd Engle, Hung Window(44' rr 84') VW angle HungWindow fair x 72') 06(16r= No Yes No me +36r-36 a3" 1 2 Pew lO aeries Single Hung Window Pegs lO Hung window 3S' x 57 Mnyl Npo-lmpaot eingle Hung Window 0812212023 Vinyl Ndn4mpaot Window 0810902023 No No Y. Yea No No +4N-40 +45,45 � �� 13 14 garre102081ngle Hung Mrorl WIVle Hung TWn Compoi(72'x53A') 08123f202T No Yee No +360-W 8 Serbs Single Peel 79 Snryeangls Hung lMndDw 64•xW Sngle Hung STx53'VInP Abn-Irrpep Smgle lama WentlQ.r 06108M023 No Yes AID +60J-69 1S Somas lotto Single Hung Saes 10n0 arele Hung VInyISingle Hung TWn ComPosse(88.6-X33-S9 00r21=7 VWyl Engle N Uri Oo Ile Hung mpoa (B6.b'X72ry. No NO yes Yes No NO +yy45 +3ar-35 4 Pew 10 Sera angle Hung Windom 3W x 57 aryl Nunimpad Single Hung Whitlow otirn 2027 No Yes No +6y.66 G m / ® jc O 16 genes 11y20 Slrpls Nurg 0&1&2027 Vgy4Skgls Hung Twn compalle (7z•x 72) 0e1f6no27 NO Ye fb M040 6 PeW 10 Series Single Hung Window b2-118`x60'Nrryl Non-Impel91rg4 kkrrg Window 10117/3028 No. lea ail +BN�O �S t(E C� t6 17 $erIe101208ingb Nung %Anyt Fixed WM Single Hung Flankera(1p8' x TT) II)AW2021 No Yee ale +3e.30 �� An—n rrr Uf AgEmraadF& U- Iilofd Osiifg {i- ' Predrd Yrlel.Numbr-.er Nara P. CaarmdErdmllen Dew in NyHa outi goY. Wui em, ��, 1 180 Series orThrmasor or Erdompses orAwnd High . Perenoe Engle Hung(47 x TT) W17LW Vlayl �brm No Y- No 1 07 2 Park"w roost gio Nung /to d 13D8*MnmThormalerar Erwsmp=wAwna Hlph VW Hldl ParbrnanQ Single HungTwln 01142i 027 NO lea No +Elssc a Parkinnanot"a Hung C4mpoelx(7Tx6&1I2') Yee 1 $ane orThermdayro EnwmpaH RAYMa$Ings Wyi Slrgle Hung Tlpy CongOeho(lWx7T) WIN!!= No No Ne40KIM �O 4 180 SenuorThermaler an Erlwss or mpaArsntl Engle Hug aryl Bogle Hung Triple Compsaka (10S x53:e•) 0612312027 No Ye No6F35 +8 O / p O .ss Florida Department of Business & Professional Regulation Pas• 1 el i Honda Deparhrtert of Buslnegs & Processional Reguletiolt P.g.1 a1 Florida Department of Business & Professional ftegule tlon Paga I a12 Building Codes and Standards ena2m2 Building Codes and Standards BMs^= Building Cordes and Standards enG2o22 Product Approval Application Dean Product Approval Application Detail Product Approval Application Detail � s 1 L rfi> t 4 21111112. entlbn ar 20 DeaeWnirm gPt! rdr� adhrer I24Isi 91$ Dble WnAno - Qat. EnBbrm 20 oft DoMPandaa Olt! no Y6 Namrledumr godea. Smloerakiong Wlift"ar N�/N 411,11,19 d. FOCAilar" Merarsd $* Rog vindoo Umladurs cement goldnera losers Ya1Mdd Br. ]d('r,ftlind S bwftIl FBCAesvwl Approved Sig 1yrrLa' Wnio. Mesab rir 0"I'll SholonrikieMa WlWlad Mr WIIdnad u Mi FMCAddrowk A�rowad WHO Aerma8al 202E Pool Cownstion Joe Hai Sandi Wlydowend Door. Jame L eurdrnerr, PF. ail OR1412020 077141202E 0TA012020 Approved Affirmation 207E Para Corpordlon JMHoyoei.Sand VAW M W, SahaehC, P.E. T.E. Win, PE, LLC 07M 2020 OW14M020 '0712012020 Appanod ANmwtbn 20M Fees Corporation Jot Hayden Smndl WhdowerdlDoor Jambi L Buckner, P.E.0 =1412020 C71140020 07120120W Appm ed 0010E gWndOwli eboDlmon Menu4otaer Aa90(r0on CBUCX Engineering clavanF Wndows. Robinson 1,E-44135 (581)02"466 9""COCAV Doora Robinson MmN4couselAaaoolation CSUCH Enghruarig SnbCdpert:Horlsomalaw" (641)M14M tWl)42141927 gehCek4oP( Itnixond Slider (941).621-sore - RoWnigW. slang Ex norDwAsaenwge (641j 521 tiger (661)41114927 Oomplin n Mdbod: C*ditotion Marko, Usting pellet muo"pmo al®pe eampdeq Ndhd., baluNoo Flown From pellaproduipProral®Pa Clain inoa Ndled: conMlation Mark or Wting Pel ea dudappmral®pa " Ila.wm Flora Reglrtdad Arch lleocora Llotnecd Florlds Ila.wm le -corn Lsill61.N7:Pneii. ytpggty Aeraed er ue. A-,r d F. U- m" ggglgq EtMI .. P,,K—I reel Engkn•r . , " ' y)Wgydtlgmgg Agand,her Use Aneraesd For use $meat GdaG d[ Produce nd•L Numbr aeNam• MedueaGeaRmim CaarreetF,-iraien aft l!!NVH - Outside HVHa %diabol aren ! OeldrAerrlee Aoprord fix, Use Antroud Faruse iftow Dersn awl Prailuat.Yd•I.Nunbrar Nan Precast Sendai csarneit.Faekerion Diet Will gggyg, Raises t gug" 1 Series 100&Iding Window Vinyl Vdiirg WndowCOX or NO.73dr2'x60') W127t2023 No Yee No +3Iy4O AWN Prdrart NdeL Munar m Narw nwmkDeecdrar cedmel calla Wn Dab In MVH2 mubift H" Floc-! Panel 1 Side 10r20125aNdIn29lm Door VIW 2Anal YJX' Blidig aloes ddr(W xg6•) 114012021 No Yes. No +2SL25 2 Sede1(y20811drg Window aryl Sliding Window MX or X0,7 lMux34'1 03(2812C2a ND Yes No +a61.36 1 Sense• 10 efldng Window Sift 10 YW Flengsel Blinder Windows. O6(2b(2061 No. Yes No NIA 2 Series 1012646aMIng a ins Door MnylSingle Penal Fllaed'O'Door(SMeale,.34-1&10' 0341042022 NO Yes No +3514e a Bence 1k 20 Slltll g window Vinyl! era g YA law 0(C74106' x x'} 03A7f2(g3 No Yes lip +3a 90 k 81-irlh 4 Sena 10126 aiding LWida. Vhvyl 8Illag Windom MX, 108'X 3e'} 06r17r2023 No Y. No +3" S 4 Serflpr2pr28SNDIrgaWaOoor Sale 1(r2W5 SwingONea Door Mmil24'anel VC 01" pan Door(F2' x82') 1010e12021 Vkryr Bogle Panel Fixed T' Dow(Sklelse, 47.171X UV2=112 No No Yes Yes No No +30,35 +2510 all ylddd4 4kik P,•trww GwliarAeuvna AxonerN far Ues AeemwN Far Ue Irret. g Ian. 201 PrpagskMdd.NumbrwNenw PreNOdt000edallan csdmtk aaelian oele MNVHa. euteide Him NtaraWel l 1 Sets 140.or En ompooaorAwnti Sliding Glen Door 'AMA 24wel'o)r awing SWIM : Door(06:112'X OW2412031 No yes .Ale +2045 wiry) 2 88r lWwF— peaorAwn6aldinggWaDoor VIrMEirgI.Panl Flrad'O'Dor(Skl9laa36-irex 02MWO32 No ya No +4OL40 81-112') a Sales 130 or Ercomirm-Awmaakfng Gin,I) r Mnyl 24'anel 10V aiding Gina Ooor(77z 828) OBfO&RU NO Yes No +36r46 4 Series ISO or Emompee orAvantl811rgrg Glen Door "angle, Pavil Flxed'O' Door(Sldaliel, 47-10x (12116aM No Ye No +25125 s sslrx� k(sswJera Preireb . arali6 Awarrn Aaorord fr Uaa Aneinrd For Use yrgm( 219E �,ai ProdkdMdd.MunorarNaa PrdudDeaederiew I.11 gyyyg of y Alien 1 8mbe 150 or Firm pass orAren031ltlerg Glass, Door MV 241Wnol'OIr aldig UsesOoor (86.1I2' x. (W2412031 No Yes Ab +2a(,25 W129 2 gal-1 M or Ermmpas orAYana91dlnng Olga Door VhM 8IgIn Panel Fixed 'C'Ddr(Sklelfa, 38.1U'x 02i1612032 No Ye. No +40140 61-M 3 eana 160 erarm rnS or,lwn6 admg Dlaa Door MwA 2Psnol'O)C' adkg Gim moor (72x 82') OW40082 No Yes No +:ei 4 Swiss 1XI.El>arnpmsorlwanBadigOle-Door %W Skgle Panel Fixed 'O'Door (mile, 47-12'x 02/0I2032 No Ves ND +26F26 sb•1129 - W Z ��n V! ICU O L� CL O � U O fJ ttf m Q F- H O LM w z J z J d SHEET NO. March 6, 2023 PA 1 Is a Simpson Strong -Tie 2020 FBC Approved Products updated,2rsorzo2o For direct llnkstoall 8STappro✓ais listed. below, CLICK HERE. For additional InformationregardingFlorl a's Statewide Product Approval System and M ismi-Dade County Notice f Acceptance NO CLICK HERE ......d c, APP Ys AN ty I o.( A), FL#23WR7 Seo # Product Model- Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TTN SS) 114 diameter Titan stainless steel masonry screw FL#9589-R6 Sea # Product Model. Number or Name Product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212 SDIO112 SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strang -Drive SD Connector SS Screw 4 SD F- 24 4 F 1, S F C 2 3 , SDG 225 2. DC 22614, SDGF2270O, SDCF22838, SDCF221014i - - Strong. Drive SDCP limber GF Screw SDCF221134, SDCF221334, SDCF271958 SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, $DCP22858, SDCP22912, Strong -Drive SDCP Timber-CPScrew SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614 SOHR31400, SDHR31614 Strong-DriveSDHR Combo -Head Screw 7 SD525112; SD525134, SOS25200, SDS25212, SOS25300, SOS25312, SDS25412: Strong -Drive SIDS Heavy Duty: Connector Screw SDS2550Q SDS25600, SDS25800 S SOS251128S, SOS2520OSS, SDS25212SS, SDS2530OSS; SDS25312SS Strong -Drive SDS Heavy Duty Connector SS Screw 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R8 Sea X :Product Model. Number or Name Product Description 1 ATR&8, ATR1/Z ATR5l8,-ATR314 Threaded Rods 2 ATUD5, ATUDB Z ATUDS, ATU09 2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 P316.2 BP112 BP112-3' BPS! -2 BP5/8 3. BP314 BMM-3 BPR UD3-4 B , 8 T Bearing Plates 4 CNW318; CNW112 CNW51$ CNW3/4 CNW5/8-1/2, CNW314-518 Coupler Nuts 5 CTUD55, CTUD65, CTUD66. CTUD75 CTU076, CTUOTT CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTU03B, RTUD4,.RTUD4B; RTUD5; RTUD6, RTUD7, RTUD6 RatchetingTake-Up .Device 8. TUD9,TUD10 Take -Up Device 9 TUW38 Take-UpWasher 10 URS3 318 Uplift Rod Run Tledown System 11 URS4 112 Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod RunTiedovm System 13 URSB 3M" Uplift Rod Run Tledown System FL O441-R6 Sea 9 product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC1014, HDCIO/22 Hold-down 3 HD08: HHDQ1I. HHDO14 Hold-down 4. HDU2, HDU4, HDUS, HDU8-, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8. MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35. PA51, PA68 Strap style purlin anchor 1D PAII8, PAI23, PAI28. PA135 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap -style hold-down 12 STHD14. STHD14RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct Inks to all SST approvals listed belo'rr,. CLICK HERE. For additional information regarding Florida'sda's Statewide product Approval System and Nami-Dade Ceun Nod a of Acce Lance OA GDGK HERE. 21 LB'series hangers Top flange hangers available in Width of 1-9/16" and heights ranging from 5-21M" to 22 LBAZ series hangers ' Top flange hangers available in Mdth of 1.9116' and heights ranging from 9-3r16" to 13-118". 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3.114"to 0- 718' and heights ranging from 9" to 33-112". 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 5- 7/8" arid heights ranging from 9" to 32-1/2". 25 MIT series hangers Top flange hangers available in widths ranging from I-1 16" to 5- 118" and heights ranging from 9-IX'to 24", 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights ranging from 3-3/8"to7 V8", 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to7- Ila" and height's ranging 9-114" to 32" FL#10860-R5 Sea # Product Model. Number or Name 1 AB A44.A6A 44R ABA46 ABA46R.ABA66 ABA66R 2 A U44 ABU44R ABU46. BU46R ABU5.5.ABU5-6.ABU65 ABU66.ABU66R.ABU88 B A ABUSBR,ABU1010,ABU101OR;ABU1212,ABU1212R. 3 BW44Z. ABW44RZ ABW46Z ABW46RZ BW66Z ABW66RZ ABV 7.7 A A 4 AC4, AC4R, ACE4, AC6, ACOR ACE6 5 BC4, BC46, BC4R, BC6, BOOR, BC8, BCS2-2J4, BC52-3/6 6 CB44, C646; CB48, CB68r C1388 7 CBSQ44-SD52 CBSQ46-5DS2 CBSQ66 SDS2, C65086-SDS2, CBSQ88 SOS2 a CC, ECC, ECCU Series 9 CCQ-SDS2.5, ECCQSOS2.5 Series 10 CPT44Z,CPT66Z CPT88Z 11 EPB44A, EPB44, EPB46, EPB55 12 EPS4Z 13 LC1844,LCB86 14 LPC4Z,LPCBZ 15 1 MPB66Z, MPB88Z 16 PB44, PB44R, PB46.P666,PB66R 17 PBS44A,.PBS46 PBS66 18 PBV6 PBV10 19 PC44-16. PC46 16 C48-16: PC64-16 PC66-16. EP044-16. EPC46-16 EPC48.16 EPC64-16, EPC68-16 20 PC4Z. PC4RZ, PCBZ, PCBRZ, PC8Z,.PC8RZ,EPC4Z EPC4RZ EPC6Z,EPC6RZ.EPCSZ, EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RPBZ FL*10866-R5 Sea # Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, 01-146-6: GH48-8, GH410-6. GH410-8, GH66-6, GH66-8, GH68-6, GH68- 8,;GH610-6, CH610-8 4 GLB5A, GLB58, GLB5C, GLB51), GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512, GSLT612, GL6T518 GBLT616, GLST520 GSLT620 6 HGLBA,HGLBB HGLBC.HGLBD 7 HGT-2, HGT-3 HGT-4< 8 UFP10-SD83 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column ca s vvfth WI ranging from 3-114" to 9-11Z' d ® P 9 9 an . W2 ranging from 3.518" to 7-112" Screwed column caps with W1 ranging from 3-1 /4" to 9-1/2" and W2 ranging from 3.518" to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Giulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate N N U 2 � Simpson Strop TIe 2020 FBC Approved Products p g pp Updated P . _ ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 P . ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12rsgrzo2o p � Q O 0 L a, , Fardirectlnkstoall SSTaMroval511stedhelow, a3LICKHERE., „ For direct Inks to all S8Tapprovats listed below, CLICK HERE. For direct Inks to all SSTapprovals listed below, CLICK HERE: �11 \6/ ^ - For aetlitlonal Information r ardh Fldridas. StatewideProductA rowels System Miand-Dade Count e9__..g __. pp Ys Novice of:Acce Acceptance FJOA Ct.tCKHERE. Y R., ( ). n For additional regarding Florida's Statewide Product Approval System and Miartd-DadeGounNotrceoti4cca N P [once {NOA), CLICK HER>:. a For additional information re ardm Florida's ProductA Approval tam: end Miaml•DadeCount 9. 9 Pp System .. Notice Acceptance.NOA), CLICK H. YINCA). ^^11 W FL#10446-R6 FL#10436-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 Seo # Product Model, Number or Name Product Description See # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or 0 •L 1 A21 A23, A33 A34 A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 3-9116", 0 2 APA2I,APA4 APA6 APVA21, APVA4 APVA6 Outdoor Accents Angles 2 CMST12: CMST14 CMSTCI6 Coiled Straps 12 ]US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 3 APB44, APB44R APVB66, APB66R, AP888 APBS8R APB1010 APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16i CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9-1/4" to 16", Q _0 L APVB44R, APVB66 APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3:25-SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers (� O -- � Co 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6_. Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O APVDJT2R-6 6 MP, SSP; TSP Shad to Plate tie 15 LUC26Z, LU021 OZ Face -mount hangers • Ln -0 E O 5 APHH45, APHH46R, AP.HH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available inwid ngingfrom -911 'to 4- (D L Q! +� L 6: APL4, API-6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 518" and heights ranging fry 3" to 1 6". (n (Q Q 7 APLH24, APLH24R APLH26, APLH26R, APLH210 APLM210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MG.U3.63-SD8, MGU5:25-SDS, MGU5:50-SDS, MGU5:82-SDS, MGU7:00-SDS Face -mount hangers ��- 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1,5, HSS2-2-SDS3:, HSS2-3-SDS3, HS84-SDS3 HeavyStud Shoe 18 MlU cries hangers 9n Face -mount hangersavaJlabl� i widthn from 1-9J16 5- S a��tyI gf, m � /1 9 CBT2Z'CBT4Z Concealed Beam Ties 11 HST2. HST3., HST5; HST6 Straight Straps 118"and heights ranging from 6-15116"DO'19 112". 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers s 11 12 DJT14 Deck Joist Tie Drywall Stop 13 HTSQISKTZ HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers :available in ranging# rfi DS 14 LFTA Light Floor Tie Anchor 9118" to 3-9116" and heights ranging from A?ll6" to 13-3 3 13 PC4, FC6 FramingClips p 15. LSTA9, LSTA12 LSTA95, LSTAIB, LSTA21, LSTA24,. LSTA30, LSTA36 Straight Straps Concealed flange QQ� g (SURC, Si9LC) available for all oDu.V 14 FWANZ Foundation Wall Angles 16 LST149, LST173 Straight Straps 2X and 4X models; only acute flange is concealed. 15 GAi GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series' hangers. Face -mount hangers available in widths ranging fro 1- 6' �V_ 16 H2A, H2 5T, H8 H10A•2', H1US, H14 HGA10 Hurricane Ties 1 8 T LT 6 LT 'B LT- L 512, S1 51 , S20 Light Twist Strap 6" and heights ranging from 2- 1 "to 11.114". V h Ig rig g 5 8 � R � 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown Co ,p O 18 HH4, HH6 Header Hangers 20 MST27, MST37 MST48, MST60; MST72 Straight Straps J' 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12-, MSTA15 MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#I0667-R6 20 LSO, L5D, L70 L90 Angles 22 MSTC28, MSTC40 MSTC52, MSTC66, MSTC78 Straight Straps d � 21 LCE4 Post Cap 23 MSTC48133, MSTC8663 Pre -Bent Straps Sea # Product Model. Number or Name ca Product Description �y u y 22 LS30, LS50, LS7Q LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging rom -9116" to 70 �i 00 boa 23 LSC2 Adjustable Stair Stringer Connector 25 MTS12, MTSI6, MTS18, MTS20, MTS24G; MTS30; MITS30C Medium Twist Strap 1/8" and heights ranging from 7-118" lip SO'. CO �. 24: LSSJ26GZ; LSSJ26ft?;;LSSJ28LZ, LSSJ28RZ; LSSJ210LZ, LSSJ210RZ FINdaAdjustable Jack Hanger 26 NCA2x10-12, NCA2x12.12 NCA2x8 16, NCA2x10 16rNCA2x12-16 Bridging 2` DGBF series hangers Top flange hangers available in widths ranging from 3-r 25 LSSR1.81, LSSR21 LSSR2 37, LSSR2 56, LSSR210-2, LSSR410 LTP4, Field Adjustable SlopeablelSkewable Hanger 27 RCW912, RCW914 Wall gracing 118" and heights ranging from 9-114"io'24". IP 26 LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 to 3- 27 ML23Z, M11-247, ML28Z; ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 28 MMH8 Roof Tie -Down 30 SPt, SP2, SP4: SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3X'to 3- 29 MMHC _ Hinged Roof Connector 31 SPH4, SPH6, SPH6 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 30 MMLU26, MMLU26.2, MMLLI MMLU28-2, MMLU210, MMLU1211, MMLUl39, MMLUI311 Face -Mount Hangers 32 SS1,5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EGg series hangers Top flange hangars available in widths ranging from 5-1X'to 8- 31 RBC. RBCP - Roof Boundary Clips 33 ST9, ST1.2, ST18 ST22, ST292 ST2122, ST2115; ST2215, ST6215,. ST6224, ST6236 Straight Straps 7/8"and heights ranging from 11"to 32-1/2". 32 RST 3 Roof Tie -Down 34 T82D, TB27, T830 TB36, T842, TB48, TB54: TB56. TB6O Tension Bridging 6; EGQ series hangers Topflange hangers available in w,dths ranging from 3-518"to 7- 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TW814 Wall Bracing 114" and heights ranging from 11-14'to 32". 34 STC, STCT, DTC HTC4 TmssClips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle: hangers available in widths ranging from 3-114" to 6-718" 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W6106C, WB120, W8126C, WB143C Wall Bracing and heights ranging from S-112" to 28". 36 ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- - Ila".and heights ranging from 11" to 32". FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116+10 7- FL#10447-R5 112"and heights ranging from 8"to30", Sea 9 Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-718" Sag # Product Model. Num ber or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9:75 Concealed hangers and heights ranging from 10-112"to 28". 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 2 DSC2R-SD83, DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 718" and heights ranging from 7-112" to 32", 3I GBC Gable Brace Connector ranging from 9-118" to 23-15116"- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3`.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00.SDS, HGU7.25- Face -mount hangers Ila" and heights ranging from 14" to 33". 5 HHRC2-2, HHRC42 HHRC422 HHRC411,81, HHRC44, HHRC5.2513i25 HHRC5.371352, Heavy Hip to Ridge Connectors SDS, HGU9.00-61)S 13. HIT series hangers Top flange hangers available in widths ranging from 2-5116"to 3- HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5J8" to 7- 9116" and heights ranging from 18' to 26'. 6 HRCl.81, HR022 Hip Ridge Connector 318" and heights ranging from 5-5/16" to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU550-SDS, HHGU5.62-SDS, HHGU7 00SDS, HHGU7:25•SDS, Face -mount hangers 3-9116" and heights ranging from 5-3/8"to 13.1/6". 6 LSU26, LSSU28; LSSU210 Light: Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series. hangers Top flange hangers available in widths ranging from 1-9/16"to 5- 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2 HHUS46, HHUS48, HHUS410, HHUS5-50110, Face -mount hangers 1f2" and heights ranging from 3-7/16" to 15". Concealed flange 10 TC24; TC26, TC26 Truss Clip HHUS7.25fIO 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 2-9l16". THAC422, THA426THA422 2,THA426.2 118" to 5-1ZS" and heights ranging from 4-314" to 15-21M". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THA11.81122, THAI2 06122 THAl2,1122 THAI222, THAI322, THAI3522, THA1422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version(HSURC, HSULG) available for all 118" and heights ranging from 5-318"to 28". 13 THAL422; THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acuteflange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1.9116'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-SDS3, THJU26, THJU26-W Multiple Truss Hangers -9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 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 (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights 18 VTCR Valley Truss Clip greater than2-9116". ranging from 5-3/8"to7.114". 10 HUCQ1.8119-SDS, HUC01.81111-SDS, HUCQ210,2-SDS, HUCQ210-3 SDS. HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUCQ412-SDS HUC06.251L1-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3AIT'to 13-10', SDS, HUC0612-SDS _ Simpson Strop Tle 2020 FBC Approved Products p g pp Updated IMOl202p p - ,tl, Simpson _ S mps n Strong Tie 2020 FBC Approved Products updated 12r3012020 For direct Inks to all SST approvals listed below,,,. CLICK -HERE. .� For direct links to all SST approvals listed belmv, CLICK HERE. For additional information regarding Florida's StatewideProduct Approval SystemandMan'-Dade County Notice of Acce[ante (NOA),C. For additional information regarding Florida's Statewide Product Approval5ystemantl Miami -Dada Can tyNotice of Acceptance (NOA), G. FL#11468-R5 16 SILBVI.56, SJLBVI.81, S1LBV2,06, SILBV2.37, SILBV2,56, S1LBV2.68, $/L8V3.12, Top Flange Joist Hangers SILBV3.56, S1LBV3.62, SILBV4.06, SILBV4:12, S/LBV4.28, S1LBV4-75, S/LBV5.50 Sea # Product Model, Numberor Name Product Description 19 S1LTT20, SIDTT22 S/H1714, HTT4, HTT5 Holdowns I HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, 8iMST72 Straps 118 mil (10 ga) 2 HR56, HRS8, HR812 Strap Ties 21 SP4, SP8 Stud Plate Ties 3 HUCQ210-2-SDS, HUCQ210 3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties 4 THGB2,THGB3,THGBH2,THGBH3,THGBH4 Joist Hanger 23 STC, OTC Truss Clip 5 THG02-SDS3, THGQ3SD$4:5, THGQH2-SDS3, THGQH3-SD84.5, THGQH4SDS6 Joist Hanger 24 T13D22 Truss Brace Diagonal 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector FL#11473-RS' fL#13904-R5 Sea # Product Model, Number or Name Product Description Sea i Product Model. Number or Name Product Description 1 DETAL20 _ Double' Embedded Truss Anchor -1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM&50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL FGTRHR Girder Retrofit Anchor CCTOM4.62SDSG, CC7Q1v15.50-SDSG, CCCQM3.62SDSG, CCCQM4.62-SDSG, 3 H 16 H16S H 16 2 H16 2S HurricaneTie CCCQM5,50-SDSG 4 HETA12 HETA16 HETA20 HEfA24 HETA40 Embedded Truss Anchor 2 C-CCLQM3.62G•KT, EGCLQM4.62G-KT, ECCLQM5.50G.KT, EGGLLQML3 62G-KT, Masonry Pier Caps 5 HETALI2, HETALI6 HETAL20 Embedded Truss Anchor ECCLLQM0462G-KT ECCLLQMD550G KT, ECCLRQMD3.62G-KT, ECCLRQMD4:62G- 6 HGAM10, HM9 Masonry retrofit con rectors KT, ECCLRQMD5 50(3-KT 7 HHETAI6.HHETA20 HHETA24,HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25,HGUM550;HGUM7.00,HGUM725 HGUM9.00 Heavy Masonry Hangers 8 LGT2, LGT3-SDS2 5 LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26.3, LGUM26.4, LGUM28-2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM21:0-4, LGUM46: LGUM48, LGUM410 10 META12 META16 META18 META20 META24. MEfA40 , Embedded Truss Anchor 5 MBHA3.12/9.25 MBHA312111.25 MBHA3.56J725 MBHA3.56/9:25, B A3.56l11.25 MasonryTop Flange ge Beam Hangers 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111 88, MBHA3 56114, MBHA3 56116, MBHA3.56118, MBHA5.5017.25, 12 MTSM16, MTSM20, HTSM16;.HTSM20 Twist Strap for Masonry MBHA5-5019.25 MBHA5.50/11:25, MSHA5.50111 88; MSHA5,50114, MBHA5.50/16, MBHA5.50118 6 MBHU3,5619.26, MBHU3 56111.25, MBHU3 56111.88, MBHU3,56114; MBHU3:56/16, Masonry Beam Hangers' FL#11496-R5 MBHU3,56118 MBHU55019.25,, MBHU550111.25 MBHU5:50/11,88. MBHU550I14 MBHU5150/16, MBHU5:50118 Sea# Product Model Num bar wName Product Description 1 OTT1Z Deck Tension Tie 2 HD12, H019 Bolted Holdowns FL#13975-R6 3 1-103B; 1-1058, HD76; HD9B Bolted Holdowns 4 HTT4 HTT5 HTT5-34 Tension Ties Se #..Product �_ Model. Number or Name es Product Description 5 LTT19, LTT206 LTTI31 Light'Tenspon Ties 1 50W22300, SOW22338; SOW22438, SDW22458, SOW22500 SDW22600 SDW22e38, Strong -Drive -Drive SDW EWP-PLY and TRUSS -PLY Screws _. 8DW22634 2 SDWC15450 SOWC15800 Strong -Drive SDWC TRUSS Screw FL#13628-115 3 SDWH19300DB SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH191000OB Strong-DriveSDWH TIMBER-HEXSorew 4 SOWH2740OG: SDWH276DOG, SDWH278DOG, SDWH271000G, SDWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw Seo # Product Model- Number or Name Product Description 5 SDWS1S212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 1 SB518x24 SB718x24 SBlx30 SS Anchor Bolts 6 SDWS19600, SbW519712, SDW522400,SDWS22500,SDWS22512, SDW522600; Strong -Drive SOWS TIMBER Screw (Interior Grade) 2 SSTB16, SST820, SSTB24,, SST828, SSTB34, SSTB361 SST8I6L 8ST620L, SSTB24L SSTS Anchor Bolts SDWS22800, SDW822900, SDWS221000 SDWS22110Q SDWS221200, SDWS221500 SSTB281_ 7 SDWS2230008 SOW'S224OODB:SDWS225001)6 SOWS2260OD8,SOWS2280OD6, Strong-DriverSOWS TIM13ER Screw (Exterior G rade) SDWS221000DB 8. SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw FL#13872-R4 9 SDWS2730OSS SOWS2740OSS, SDWS2750OSS, SDWS2760OSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw SDWS2710ODSS, SDWS27120OSS Sec `:# Product Model . Numberor Name Product Description ID SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw 1 CMST12, CMST14 CMSTCI6; CS14 CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 2 HRS6 HRS8; HRS12 FHA6, FHA9,.FHAl2, FHA18 FHA24; FHA30, MSTI26 MST136, Strapsr97 mil .(12.9 a) MSTI48, MST160 MST17Z S/MST27, SIMST37, VMST48 - 3 HTS16 HTS20 HTS24 HTS28. HTS30 HTS30C Heavy Twist Straps y p FL#1.5383-R3 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9 MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil If ga) 5 LSTAB LSTA12 LSTA15, LSTA18 LSTA21 LSTA24 ST292. ST2122, ST2115. ST2215 , Straps 33 mil 20 a p ( g) # S� Product Model. Num bar or Name ro Product Description 6 LSUBH3.25, SUBH3 25, MSUBH3,25 Bridging Connector 1 AS 18, AS 18S5; AS I SS6 18 ga.. Truss Plates 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 8 LTS12 LTS18 LTS18 LTS20 L htTNristStra s i9 P 3 AS-20 24 a: Truss Plate 9_ r a e 9 MST 30 MSTAX ST6215 6224. ST9 T12 ST18 ST? MSTC28 M TC40: MSTC52 A T , ST , S 2, S Straps 54 mil 16 a p ( 9) 4 ASHP HingePlate Connecter 10 MSTC66, MSTC78 ST6236 Straps68 mil (14 ga) 11 MTS12, MTSI6, MTS18; MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 12 S161 56, 31131 81, SIB2.06, S162:37, S162.56, SIB2.66, S1B3.12, SIf33 56, S/B3:fi2, S/B4.06; Top Flange Joist Hangers FL#15730-R4 SIB4.12, VB4.28, SIB4.75, 5165,50 13 SISA2.12/8, SIBA2.12/10, SJBA2.12/12, SBA2.12/14, SJBA4,18/8. SIBA4.1811 a, Top Flange Joist Hangers Sea fl Product Model. Number or Name Product Description SIBA4:18112, SIBA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 SIH 1A Hurricane Tie 2 GAC, GDP, GDPM-50,rGOPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SIHDBS, SIHD88, S/HD10S, S/HD106 SIHD SS, S/HD15B Hofdowns 3 PDPA, PDPA-K, PDPA-MG PDPAT, PDPAT-K PINW, PINWP PINWP=W, PDPAWL, Povider-actuated fasteners, threaded studs, and assemblies 16 SIHDV4, S/HDU6 S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLOPA, PECLDPA, PTRHA3, P'TRHA4 17 S/JCT,SIHJCT - Joist Hangers 4 .SET-3G Adhesive: Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 For direct Inks to all SST approvals listed belay, CLICK HERE .=. " For additional information regarding Florida's Statewide Product Approval System and Mami-Dada County Notice of Acceptance {NOA), ,;. HERE, 5 SET-XP Adhesive Anohorfor concrete 6 Strong-Bolt2 (STB2, STB2.4SS, STB2-6SS) Strong-Boft2 Wedge Anchorfor concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4S5 THD-H6SS, THD-CS THD-CS6SS) Then HO Heavy Duty ScrewAnchorfor concrete and masonry available with hex head In carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212131-1, Titan HD Threaded Rod Hangerfor concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge-AII Anchor for masonry FL#16230-RS See # Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (ST82) 5 Titan 2 N2 6 Titan HD (THD-H4SS,THD-H6SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#16937-R3 Sea X Product Model. Numtleror Name 1 X34131016.5K, Xi $1016, Xi PI 0164K; X01$1016, XQ181016.4K 2 XL0114T1224,XLQ114BI224-2K 3 XM 1 S12 4 XM 114B122 - Q1 4 2 Q 4 2K 4 X01I4S1224 XQ114Bl224-2.5K; X114S1224, XQ1I2S1224 XQ11281224.2K 5 XU34S1016.XU34B1016-5K Sea # Product Model. Number or Name 1 DSSC943-5; OSSCB46, DSSCB48, DSHS 2 FCB43.5, FCB45.5; FCB47.5, FCB49.5, FCB411-5 3 FPHSD34S1016,FPHSD3481016,FPHSD34B1016-5K;FPHSD34S1214, FPHSD34B1214, FPHSD3461214-5K 4 LSFC2 25, LSF04.25, LSFC6.25, SFC2 25 SFC4 25, SFC6 25 5 LSSC4 25, LSSC6 25, SSC2 25, ESC4 25 SSC6.25, MSSC2 25, MSSC4.25; MSSC6.25, M$SC425KW M5806;26KW 6 RCKW3, RCKW55, RCKV7.5, RCKW8S RCKW5.5S 7 SCB43.5, SCB45 5, 30647,5, SCB49 5 SCS411.5, MSCB45-5, MSC347.5 8 SCS32-5197, SCS62-5J97, SCS52-51118. SCS82-5/118 9 SCW3.25, SCW5,5 10 SJC8,25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3 518 1 12 XLSH34B1414,XL51­178BI414 13 XQ1S1018, XQ1B1016-4K, XQ1S1214, X0101214-3.5K, X078S1224, XC17881224-31<, X01 14S1 2241X0114131224.2,5K, XQ112S1224,XQ11291224-2K, X3481016-5K; X1 S1016, Xi BI O16.4K, X1 S1214, X1 S1214-3.5K Product Description AT-XP High -Strength Acr lic Adhesive. or concrete or i f e Y masonry ET -HP Epoxy Adhesive for masonry SET-XP H igh-Strength Epoxy Adhesive for masonry Strop -Boh2 Wedge Anchor masonry 9 g Y Then 2 Screw Anchor for Concrete Tien HD Heavy -Duty ScrevvAnchor for concrete available in 304 or 316 stainless steerwith hex head, and 316 stainless steel with .countersunk. head. Then Turbo Screw Anchor for concrete or masonry Product Description 410.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 Drill Point 41224 Strong -Drive XL Large -Head Metal SeI-Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 412.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point #10-16 Strong-Drive'XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Describtion Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel. Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing n9Slide-C Slide -Clip Strut Connector or #14-14 Strong-Orive XLSH Shouldered Self Drilling, Tapping Screws 410-18, #12-14: and #12-24 Strong -Drive X Metal Self -Drilling, Tapping -Screws 4­0 W W � CD CIO > LL CL 0 CL L� U 0 CL W U CIO m n O CIO W W Z Z Z Q J SHEET NO. PA 1.3 > C rl L 0 - C 0 (3) CL 1 CY) §14K 9 1 0 0 0 C C: 0 LL tw Co C) .,- CU Cn 0 > UW) C") CU CU -0 ell U) _PGTIn&nj! �es Uc. Doors Windows,and Ine. PG-f Industrie, si Inc. N OTICE,O.TiA]CCEPT-kNC.E.EN�MF-t-'ESU _NUTTW -OTICE OFACCIPTkNNCE� EN7WE_N`Ct UB-WTTED N, S W-0,TlCtO.F.ICC-EPT.A.N(.'E-.IEVI]DEN-CE 2 Evidence Subinift-ed underprvvious- suhinittal EL ALATERIALL Cff�TIFJCALTIDNIS (confinu*) 3. New ENidenc* Submitted 5. Quanex Part ��ug -a SLILer -StaudalA cpW4iag with- AS TM,' C-518TheimlConductivity A. DRA'V%T�GS U&I IITU-iri/ br.,-f F-T, AS,13M, F 1249 U7VIR-mPass,' ASIMD.3M `Oxygm-�z-�., AISINIE NGS A. I)RA NL 1. Drawing No. MD-5570.0 RevB, titled -Vinyl ShdinK Gbas Door NOA dieeIs 21.90 I.G_ Duraknhty-No�Fpg­Pass (9 roder prrkion-s NO.4 Ni�. 1. Drawing No. AID-557CO Rev B, titled 'Vinyl 8 liding Glass Door NOA PAI IT, sheet S I I through 21 of 21,, by nmmufacturer- dated'10005115 and last revised on ,prepared -a - ur 0,) . 21, throuqgh 21, of 21��,prrpared by nm -fad 041211,20,signed and seal&d byA_ L)mn Miller, RE Ctii* 712 ConTj*g_ Wiffi AS7MC,5ja,LThemW Coridu 2 Z BTU -in," Qyaftex Part 'Y , D 1434 Aigoa,Permeance-Paw : and.sealed, ky, A.:Lynn,Miller, RE. signed, hr�-ft'-`-F, ASIM, f 12491:%7%7IR­PaIss_ASD4 -ASTWE Note,., This: revmcii,consists rqplaceniezit of same, existing izistallation screw with.flat head- B. TE$TS _-21,89P _,,DftuabthryI-No Fog,, ASIM, E -5-46 DiffwP 1�evelqpmmt- -20-F in 48 his. L Test reports ow 1) Air InOW1 ion Test, per FB C I A S, 2022-94 '(5,0jitifted nn r.r.2 0.14 Xo. 1�44#k0j. B. STES Tt 2) Undom Static Air Presmire Test _- Loading per FBC- TAS 202-94 y 3,03 1.3 Vabintary'Specifipati6a '71- Vision Extrusionk Ltd- Parft cotapt',ing with PVC _7 3) Water Rts I istance Test, per FBC _TAS 202-94 for Rigid Pol Ltd _VEX by �yl Chloride (PVQ Exterior Pf ones for Vision, Extnzions, I., None- 4), LargeNfissile Impact Test per FBC_ TAS 201-94 A -AMA feriestration Extelior-Profile Certificatiou Prograni- 4Wbffikled under JV0.4 Nim IJ;- C CALCULATIO.MS ,5) Cyclic'%Find Rrts�,Loadingper FBCI, TAS 203-94 09� 05, 9 4 - t Nonf__ ,along wrth ina&-d-up drnrings and inaallatica diagain zf all PGT Industries, Inc- Vision ExtrusiorL% Lt d- Parts conV4,ing w ith PVC-AA.NIA: 303-13, Tq fesen mve, units, listed below and tes t ed f o, 1 qwMy D owsil 77 91 and, D o w sil 9 93 ssilimes, �8'ubjv ked iinder JV0_4 No. 15-040. 95) D,, QUAL ASSLT...&NtE prepared by Fenes(tat Testing Labotatory, Inc.- Test Rqwrts No-- 'FTL-2780" ftexior PVC-AANIA,303- Voluntary Spmificatiou fur Rigid Polyvinyl Cbkfide (PVC) Ex Prof E ior -1k, Proffles for Vis� F-ktiusio Ltd_7AvUC- 'by A ftnestraft xtert ade I Department of Reguhtm and Ecommic Resoumes PGT Mr-5520 PVC FixedWindo%, (jitit 6 -in "o&,A), dated OAM3114 I -AMA , Cf) FTL-20-ZI0',7.j,PG Tr SGD780 Akuhimm Slidmig Gk m-Door (unit 7 in propmal) FTL-20- C erttfication, Program 2107I,_PGTC-A`740 Alum Outswing-Casment wimdow (unit 8 M proposal) "L--10- 10. Notice of Accf —ptance No- 184217.14 issued to Euagi FenestrationlSolution,,USA, Inc, for E, INIATERLAL CERTH WATIONS, CU 1107.3,1 PGTP'%r7620AAhnnin,= Vbwd Wmdow (unit 9 in pupos.-A) and FTIL-20-2107.4, dons; f r their '-Tan 3040 & light shade (non-*W) WIdW, Rigid PV C E x0erior Extra o C. forthel I- Notice, of Acceptance- No. 19430-15.0121 issued to-ILuratw—Americaju 'r > PGT PW7620A.Alunwrum fixed Window tunit 10 in proposat) dated 07113�20, Wl signed Whido*r�aud Do6r�, expm'' g bn 0104r2l. "Ttesidoir, Ultraclear! Cleav�, and C61oi PVB Glass IntJPrjayvvs7,, exp=ig, on 07�98,124_ 'Urairay C) and sealedby ldaliius Oitep� P.E_ 'Erier h� A, Inc, or 11 'Notice of Acceptance No- 1"- 12-1,102, issued to gi fenestrat, ion S-;o ti0f� V& f 'Notiocof, AcceptanceIN-b. 17-0808. issued to - 0,; K America,, Inc. �fcrtheir > thek,sdnies-U R'w-'dPVC.El%tlen'orE,-xh4-'mu-sfol-W!iudlowsAi�d.D,,oet,�i--:t�6-4mnn�6,oa *%eAtr)GUs* -(Clear On 07/04,,23- g, C. C-ADCULATIONI-S - VJYMg With FW 7,", J�erif a= aid Sftuctnral an*sis� ton ifenestr � - n S IL2-, Notice bf.AcceptanctNo_ 2"203903�issued fo.acm amw �olutim U SA, I'm fCT Coated, (Painted or Laininard), White �,RWPVC ExtMor I kms for �I Itdows- turfT sigp0d mid sealed �.fj[3�y Edition (2026� dated 0+222,20,, prepared by MMIPO th& 4srom & light �_Cha ikiiiia PVC Ex1rusionv for, de c' 'coated White Extodor ap and DoorS7 on, 09,rM2M eXIPfIAg U Anfhq0yL'Y= Nraer� P-E'L NATWays and Doar� rv=s cc 04,116,25. 4- Notice of_Ac&PtW'e1,No_ 184106.11 issued tbVis0t Extrusk -Limited, f&th-m 8aies 1. Gbziag conViies-wiffi ASTME13,00-04, -0, -12and -16. C PA 'IT-1000 Tan'27,02 and lighter shades'. (N6n-NVI&#) Rigid 'ellub,r -CEterior ,D. QV,�,�,kLMC AS:Stk�LNCE F. ST.XTENIEN-TIS for WiudDws aud- Dbors7_ m 2J29L) I Mviii-Dade Departmept of Regulatory and'Econornic Resources (RER� L Stateawnt letter of coafbamce to TBC 711 Edifiaw(2020), dated 04:2112Q. issued by - 'NIENTS si nd scaled by � khon illerP__E_ in=tfactUfff #ned A, A' _y`LynnM IF. ST_VTF_ E. 'MATERLU CERIMCATIONS :2,, Statement letter of no financial interest and of independeftt, jSWejd by M2flufaC M-fef, "fed 1 Staten=t jet(er Of Confom]ane"e 'to "C 7& E(fi U 02101j2IL iSsued b 60 (2020), dated 7 'Y -u -ay America. Notir-cofAccWanceNo.1"305.0,li&,sijedtoKLu -Ine., for their signed and sealed by Anthonytym MIler- PE. M2nUf2dUftT, signed and wiled AntlibityL)mn P_E�' by mffiff Cn "Trosifolt, -Ultraclear, Clear, and Color.PX713 Glass Interlayers", expifingon, 31 Private Labihrlg Agreentent document.betwesm PGT. dated 0330A5 and signed Vyall I, Pfiv-aW Labelitig AgreenwAt dated 031,09,121 between PGT Industries, 1w. and CGI A-0 OM&24. iavb1vr_d parties. Windows; and 'Doom Inc., signed by Dean NI, Ruzd� P-E., V.P. F-mgmeenfIV& -on behalf of M 2, Notice of Acceptance No. 17-0909.02 issued to Kurarky, America, luc, fortheir I " both cr=Vanies. < "SentIT613st, (Clear ud Mlite) Glass Interlavoil'". ff# kg on 070V21 G. OTHERS 0- 3- Notice of Acceptance No. 18-11 06.10 issued to Vision F-itrusiow Limited � f br their 1- Tifis, N rgvises-NOAX QAr G, OTHERS —0 '�Brown Coated (Pak-ted or1.4minateed) . White Rigid P,'V?'C-" Exterior ExtrIlsions 04121CL I. Ibz�NOAjreiises & renews xpirizi 4, for Wkidewsand Doors�% oTiving on 09130124. i . _L ' ' I RER Ttsrproposals,#194,1155 dated W/ 1020 appmved by Islin L C­b=d2(_, RE. expiring 2. 'Twcun-ent associated PLk CGI file #21-0205.01, o*ing,04,11+26. CIO 4. Notice of A cc�eprance No. 14�1 1016.11 issued to Vision Extrusions Litnited for their 04,4411- series,"NT,', IM, Tan 202, an&,,11gliter shades (N4oii-Tk'hite) Rigid, Ce#u1,arjPI,7C ,Exterior Extrusions for Windows and Doore" ex 'ing 2 pu on 1-2/29�, L io,-7 �� kvi, < (3) Z , iAR4, I T.—q 1, cu, Y- F"dulet cout'rel'unk supenizor product COMA U& S-UP*rn,I-_-qr z Product Control unit supm"izor INOAN14.11-W.1 AX ­­ 11 _0A _0205.0 ;'o, i�i < , 'A, , lipiratiou Datiz _Ni�rfl 14�,10:26' Txpiratiou%tet ApTil 14 2,016 -Appro-rAl Da tei.XIardi!;4.2Q!I ApptovafDati.Afardi 2,54 2021 E-4 SHEET NO. March 6, 2023 PA 1.4 M r W MtAMFC'I�►DE C/) O U N O .� N O PRODUCT pin# j�rr+ #.Y� ( ,} { $ /^� /"'ffY #, /cyan a ]7[i ( �/"'iA y ('�Y� {.6 USA, CD 2 •� v -�-- CU U -0 O O — •0 O Ca C -4 ' y—_ O O > •� O O L N r` — cn �. � Ca10. Y 0 v ¢a y s3 7y ®`� ' GG � v i z �_ O CL O L U O L W M W Q O i w 2 i a N z J Z Q cL SHEET NO. PA 1.5 } �v�/S��T�p'y �+ �r �;+'g� A �La AtJidp. r4�rl Lq.^�Vy 1'�/@s,4..7�,•.a J�}�+L1�iJryi'pA {t �y+y,* �s9�gry+ �yy� REGULATORYANDECONOMICRESOURCES DEPARTMENT pr��j� ly�lyy..ly�Yyi AA�Gd4,l V T {ibVli 2,Y�1VJI�211.'FL+ Bs�kyPS�ar VJ'IIJ.I. kt3 V dd daa.? �L° lti� i � SSVJ � 1+Y �V r]u 4�.� f1i��� iV 4 nrn CODE ADMINISTRATION � zcrr�` Mzix a�lonaa �i7s-2a7a �� 7863t5-zs9tr F zss 315-2599 � ) NOTICE ''��" ,c�.+�''�"1�.NCE (O.� rvwrrr �nradactea��rvfeconom q,3 L�#w.A. I. �r Lt4 Rs��1Y LY:�.l{.+ Nt)Tii(�E t}�' ACCEPTANCE: EVIDENCE iFt31�IITTEIDr EVIDENCE SUBMITTED lCl ER, PREVIOUS APPROVAL #t?-(HG k+iIIsE�1.L%Z L�4 #.J'i3ily �.�t�i.�: NOTICE O)�` ACCEPTANCE: EVIDENCE t.%I�MiTTll. , SUBMITTED UNDER PREVIOUS A�'P�L+(�YA�., 1 �12t�9.15♦� {.oRSL"4i.1. T (°� �4ti+ �.1 :7f'i.+y �:1-JA.:f' NOTICE 4F ACCEPTANCE: EITTUEI~tCE SUBMITTED EyYy(pk�l�y►��/♦,�+i+�■�E, SUBMITTED UNDER P12FYI�►U APPROVAL # 14-0903.03 Cast -Crete L�•�'� County Road 6324;CokkntyRnad �/9 ♦y A. �1}F++++{'{,`/�1iy. L��S A. DRAWINGS A.l��ll� A. DRAWINGS ��L Heffner Florida 33584 r3 .t. Drawing No. "Lt4t;1�` 7Y, x titled "Precast and Prestressed Lintel Details sheet,�� �.. d L 7rart(J No. ;i�i)4Gx i2 titled ,Precast � Prestressed Lintel Details" sheet ,l vf[' "Precast ff 1. Ltrcrkvrn o a /T -OEco IN 11 TILLIT TESTING & ENGINEERING COMPANY P_RQDKC1yWA_L1L6k11_0N REMrX 50. i0mQZ2&93 2 22-TES-T-RE PORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads I - fB0VJ1CT_EYAt,IJALTr0N RE?= NO. 20�",Ql 3 , _ S. MATERIAL CHARACTERISTICS,A" PECIFICATTIOft Shall be strictly in accordance with �3'eneral Notes andComponeints indicated on , sheet 1, 2 and 2,2 of 26, of Product Evaluation Document (P.E.D.), drawing VAT.TFR A- TILLrr. JR., P1, ____ _.- , I VR,O( 801'ea YL% L_� �`, ' 441'r PLC.1Li-­N,,Wd611I9 as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & No-20-176. Anchor speclications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-669 dated Da/0911996, #96-570 dated 09/1811996, 26, of Product Evaluation Document (P,E,D.), drawing No. 20-176. PRODUCT EY-A-LUXTION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, RE-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and # 2126 dated 1010511 998 witnessed by Gilbert Diamond, RE. and Report No. 7�L1MJTAT_1QNS AND CONDITIONO-0-F USE; REPORT NO.: 2041728.01 0219.01-09, dated March 4, 2009, signed and Sealed by Edmunclo Larglaospada, RE. and Henry Hattem, RE, 7.1. Shall bestrictlyin compliance with General Notes Nm 1, 8 thru 14, indicated DATE: July 28, 2020 1 Tensile test report No. 9CM-197 by QG Metallurgical, Inc,, dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated on sheet2l of 26 of Product Evaluation Document (P.E. D.), drawing No. 20-176 1 PRODUCT CATEGORY: Shutters signed. and sealed by Frank Grate, P.E. - prepared by Tiltisco, Inc. and signed and sealed by Walter A. TOR, Jr., P.E. I PRODUCT SUB-CAtIEGORY- Storm Panels � Z.-3. _$TR,lJCTURAL ENGINEERINQ CAL LLATIO-N6, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panol for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME;, 20 GAGE GALVANIZED STE EL STORM PANEL wind load, as welt as maximum anchor Spacing vs. design wind load and panel MANUFACTURER- 012baLptatiewonprAlmas."Q length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., I 7.3. Product shall only be installed into poured pioncrete, concrete block, and wood frame structures. 4800 S.W, 61 Street dated 11103iO8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. Davis, Florida33314 I.F!URPOSEOFEVALUATI N-. 3. MISSILE IMPACT RE.SIaTAN - C E. Product Evaluation Report prepared by Walter A. Tillit, Jr.., P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per No, 44161), Prissident of Tiltero, Inc. (Florida CA-0006719). ID # 1 906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. iii0iisfoh"N 61 G20-3, Method I D of the Florida Department of Business and ND LOADS 4. IN � ... ,11' ?, � T144 `�'* 1111I �� I /21 *11, Professional Regulation. -RESISTANCE 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind , I$', -, ­­'­'- lli� " .��% ,0:*� .,`\\�,ENS ' , , , e , This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15, ---- - . . `� 1. " - ilf .1, ' - 1 45 `;_No, 44167 t 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. , 1�i�____,______Sc� = `7�__.�'L7- ', '*= ... =_*__ 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, I 1, 14, 15, 1 7, 1 8I 19, 20 25 and 26 of 213,,of Product Eval uatiori Docu ment (P-15. D.), __::�>* ,� " L �' - V _�,'A�;_&-,43-75�., STATEOF, .*.' I at least equivalent to that required by the Code. I drawing No. 20-170� - I � - .,� i 10 . , � .0�-. "4090" ----,i$�"f e,15i, ..... This Product Evaluation Report shall be subject to review and revision In case of 1AMALW&W N1, ..... !Slz ,� ,IN , it, ",,,;,,&/0N4`� W 110;NINJI1000A a Building Code change that may affect Its limitations and conditions Installation shall be performed strictly in accordance with details indicated on 2, EVIDENQE SUBMITTED: 2j. PROQUICT EVALUAinaW[)QC�UMEN_T.(F!.E.D.)w sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 ot 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as WATILL D;'i TILTFCO AOMON FILE00HROA I P. E. REPORT-20 k GLOBAL, PROTECTION PRODUCTS. LLC � 20 GAGE GALVANIZIM STEEL STORM PANW DRYING 4 20-176 � REPORT # 2.0-072&OF1 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8. 14,16, 26 and 26 of 26. of Product Evaluation Document sheets I thru 26 CA, 26 prepared by Tilteco, Inc,; signed and sealed by Walter A. (P.E.D.), drawing No, 20-178. Tillit, Jr-, P. E.; dated 07/28/2020. This drawing Is an integral part oPPIS '"I" ,sw0whisn" Evaluation Report, 0"I" A rill �Nv ....... /,�;,V, "k, ,� N T14, dy, ,,�y � � . .,. 0"m IfN. A * - " I- '-- ;k I,- , ., " , PM % , -, - __ '. 11 \AEN � A/ "' "�' W `1� _,:.;� .,`\y�_ - %, jr, ' E A � - 4� - : N.9, � ,� � - � I—- , . , .1-S - ­­ 11 - ___ , %� - - � I � - . _-1, Ni --,--"- O� 44167 ", 1 ' 11 ' � '� �7�77= I 4161 - 1� ' _��_- " a �­ ­__ - - :4 . ---- - , / � el- , /_ ,=!*,' : a l Z T _* " - * .*1 7,��,i,A#V-,6 , . I ­­ I/ �-tr� -.11". . - 4 �, �*= I A" f I" C U,� , - j OF ,.,' z*� - / / l-,q:t STATE - _�C , '� ., ;;t ,& 1�1 z�111�111_i , 'S' 0<��- "top, in 1,, " -, I r ", �, �tI`1. _-_1 , �&ZLJ - "' � 6-355 N.W. 36th StrI Suite 30�i, Miami, Floridi 313166 lliboneU c'-2 S 0, " . ��, " IvRllb .-*#16 -,� r ­. 11 ,-r , '. .0 ,� A 6', ... ,­t\N ON ,,,I", .910 , T , - (3055) 8?1-1530 -III,�,/ . I ,i,,00?N4A1_ OAN, NIII If lifilt GENERAL : U 3) (11 CASE IPA' PRtQAST I SIDNE, OR PRECAST CONCRECIL PANELS. SIU000 OR WOOD BOARDS BE POUND ON !'HE I N" FM 111:1111ILRAI EXISTING WAILL, ANCHORS SHALL BE LONG 040WA To REACH THE MAW SrRUC77UR, BEHIND SUCH PANELS, I ,STORM PANEL SKONIN ON THIS 9555UTC; EVALUAT04 DOCUMENT JRED) HAS RUN VERWIM FOR COMPLIANCE IN AHCHORW SHALL Ilk AS MENTIONED IN 9,I) 410 04 6.2)L ACCORTDAN�E W.TH THE 2020 (7th EDITION) OF THE FLORIDA SUILDINO CODE �C) M-wv&,--%*A,�am-aemmr-mmm--V-,!�-�� DESIGN ARIP WADS SHALL BE DETERMINED AS PER SECTION IMO Or THE ABOVE WNTIONED CODE, I/rt TAPOON ANCHORS, AS MANUFACTURES BY I.7V SUILDEX, INC Fog A WID SNEED A$Zr W 744C JURISDICTION WHERE THESE 'OlUTTERS WIAA� RE INSTALLED AND - #14-10 PANIEWATE 1`5101t IV AND PARUAWE PLUS, ANCHQRS� AS MANUFACTURED 91 E1CG COATS7RVCnON PRODUCTS It - VA 'AO SGRCWS PER N o.s. C I ALALD,F R? -P -fii AND SANU VREM FOR A �.O' 8$� ERIC ASCE 7 - NOT EXCEED THE WKINIUM (AS D) - OESWIN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, ID, 'IS, IS * 20� 7/16'll �� 5/a' WOOD CURIO', 45 015"I$UTED BY ALL POINT SCREW, SMT * SPIX441'r Co. IN ORDER TO VrRIrY T14E ABOVE CONOTION, ULTIMATE DC.Wt WIND LOADS DETERIAIRrO PER AWE 7-16 C I, MINIMUM THREADED PENETRATION INTO *000 OF TAPCON ANCHORS SHALL BE 1 1/2- AM 2- FOR ELCO PANI PUJ- SHALL BE Fiwi RIEWCEID TO ASO� DESIGN MIND LOADS 13Y MULTIPLYING, THEM By 0 6 IN ORDER TO AND PA061MA" -EM041E Ot COMPARE TOM ii� MAP, (A," 'I OF -SIGN PRESSURE RATINGS INDiCAM ON, SKCF-�� 7 -OIRV 17� ie, 1% 16, 19 & 20 IN ORDER It VERMY THAT ANCHORS ON THIS RED. AS TESTED WERE NUT OVER STRESSED, A .In INCREASE N ALLOVA&C C .2) MINIMUM THnEADO PENETRATION or �G SCREW, Iwo THE *OOO FRAME upp SNALL BE � 1/2-. No F-FEADED STRESS FOR WIND LOI WAS NOT USED i" THER ANALYSIS, FASMNVIS SPACINGir TO WOOO AS BEEN DETERMINED IN PENEWITON INTO STUCCO SHAU_ DE CONSIDERED AS PART Of THE PEQ,NI, INPEARED, RTEN&Mnoii, ACCORDANCE WIN, NZ.S. MI& C 3) MINIMUM FDM� DISTANCE Of LATO SCREWS, INTO WOOD SHALL BE AS INDICATED IN TiTS MWNNU STORM PAIVW5 ADEWACY FOR IMPACT AND WIND Re' SISTANCE RAS BEEN VETWAM #4 ACCOR5ANCE WITH SECTION 1626 OF THE ABOVE WNTION'M CODE AS PER HURRICANE ENGWEERINTO St TESUNS TIROL REAOROS IM-Dal, %6-570 & 96-T30 ANT) C 41 MINIMUM PENETRATION OF WORD BUSHING SHALL BE 5/W' 1/4' #-2C SCREWS USED StVILL BE ! i/2' LGI MINIMUM _ 7ESM40 LAS INC,, REPORTS #2032 * #2126 , AS ITIFICTOODIS TAS­201, TAN-702 AVG TAS-203 SHOULD _"JCG0 VIST, AND I* MINIMUM I FENESTRATION OR WALLS WITH NO $11OCCU, AS WELL AS AMERICAN TEST LW OF SCV1,14 FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAB 2OZ AND TAS 203 STANDARDS. C 5) 44 CASE THAT PRECAST STIONE. OR PRECAST CONCRETE PANaS_ STUCCO OR WOOD BOARDS BE FOUND 00 THE EXISPNG WALI­ *�>IGR$ SNA�' RE LONC ENOUGH TO REACH THE MAW ISCROCTURE DEWAR) SUCH PANELS V_ ALL AtUYINUM aTHUSIONS TO BE 6053�­76 ALLOY AND TEMPER. (UNLESS OTHEDWS.- HONED) SEE SHEET 2 AKRORACZ SHALL BE AS MENTIONED IN C.0 , Q�2) AT C 4) 1 I ALL ALUMINUM SH"� METAL USED AT CLOSURES SHALL HAVE 3105 -HT4 ALLOY- (I)) ANCHORS SAAL� BE 045TALLED FOULCI AU. OF THE RECOMMENDATIONS AND SPECTTH�ACONS OF THE AWHOWS MANUFACr.RER I A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEI ASTIM A-!Z,l ORAM 50 MiNIMUIL C- en GALVANIZED STEEL USIGNATION W/FY- 521,S �I (AMR ROULEL�, 8, PANELS MAY ALSO BE INSIALLM HORIZONTALLY FOLLOW140 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH TO (SHEETS � IFIRCUOR 6� LXCEITT iNAl ��ERS (Z d, Q SHALL NOT BE USED I 5 ALL 5CRTWS TO UP 7AINLESS S,TUL 304 OR .11 5 A151 SERIES OR CORROSION RESTSTIMI COATED CARBON STEEL AS PER 9 IT SHALL, BE THE RESkINSIBRITY OF THE CONTRACTOR 10 VERFY THE SOLAONCES OF THE SMCIVRE WHE SHUTTM BE DIN 50016 HIR VELD SFROTC7H AND SO LR TVVTLP STRENGTH & SHAL4 COMPLY A/ tLORINA SUMI CODE � RE IS To SECTION ZA 14, ATTACHED TO INSURE PROPER ANCHMACTI THIS SHUTTER SHALL ONLY RE ATTACHED 10 CONCABlE, BLOCK OR WOOD FAM" n��% UVILDINGS, B BOILTS 11) RE 15114 A-30 GALVANIZED STEEL, OR AISJ SOT SERIES SIARRIZES Slrn- ATFN �l6 NIII MINIMUM ITELD STRENGIfk� M EACH REOIJW STORM PANEL WFIb LENGTW, OVER V-S THROLOR 12'-,T� AS PER SVCiIORS 6 a 9 A 70 AND ALT��,,NATWE5 SW. I ANCHORS TO AAu_ ,SHALL RE AS FOLLOTM " A, low ON SHEETS ILI A & It Ra-PE111"WLY. SKA'L HAVE A =113LE AND READILY VISIBLE VARKING INSTRUCTING OWNER OR TENANT TO SECURE PAN�L$ WITH APPLIQABLE REINFORCEMENT OURTN,!� FEM005 Of HURRICANE WARNING (A) TDCT5SPW_PQWW_aQNcRQF, 11 TFIE INSTALLATION COWIR(ICTUR IS TO SEAVOWLk ALL S8UYQER COMPONENT EDGESS WHIC4 RUM. 114 0OHUNIAOUIS CONTACT Wilij I/eO TAPCON MUROTIS AS MANUFACTUREO V LTV� IBIALDEA� INC, 440�, 1'­�192 P..�..) THE BUILDING TO PREVENT WIND/RAIN 94TRUS0h, - , , 'fURED BY DEWALT NC� (MIN, ?'­�DCU P­.) /4 4 . 71R` �ALR-IN ME 40R,i, AS MMUFAC i - /4-0 A ,�,/e SOUU-Stf MOHQR�� AS D45TRIBURED BY ALL POINT SCREW, HOLT A, SPECIALTY CO 12, STORM PANEL INSTALLATION SRALi COMPLY WITH SPECS INDICATED IN OS DRAWING PLO$ ANT SUIUANU AND ZONING RECULATONS C-30OR p.­) , ROIADID BY THE ,11RCMICTION WHERE PERMIT IS APPLIED TO. ei,�. � 114-10 PARELMATC FEIWALE 10 & PANELLWE PLUS ANCHOI AS MANUFACTURED W 0_UO CONSTRUCTION PROCUM ),�� (R) THIS PRODUCT EVA,VAnONr DOCUMENT tP.F, 0) PREPARED BY THIS ENVINEER IS GENERIC AND DOES NOT RROIAIDE Wro"UTIN ,!WN. I'­3MO R,�Q FOR A SITE SPECIElC PROJECT; 1 .� WHERE nIi 5" CORWYON5 DEVIATE FROM THE P F IT - 0'0 CF TAP-OPIP ANCHORS, AS MANUFACTURED BY TW-EAFT CORPORTATRON (F'­350. P-) (6) CONTRACTOR TO BE !RESPONSIBLE FOR TNe SELECTION, PURCHASE AND INSTALLATION INCLLIDINQ LIFE SAFETY Of THIS PRODUCT A 1) MINIMUM EJAREDIALM OF TAINCON AN[>(ORS INTO POURED CONCRETE SHAILT_ K ' ,�/4'� 2' FOR PANEI-HATE FEMALE BASED ON TFOS IREZ, PROVIDED HE/5HE DOES (401 CEMATE MGM THE EDUCATIONS GEIFAI ON THrS DOCUMENT 93 MO PANEMAkTE PLUS AND I 1/4' FOP, CF TAP-ORP ANCHM OCHISTRUCHOA, SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY, A,2) CALK -IN & SOLO -SE', ANCHDAS SHALL BE EMBEDDED 7/6- INTO THE AWRED CONCRETE .NO EMBEDMENT INTO W 11ITS ERTGOLWT EVAIAIATION DOWNIM IMIL BE OONSHII, WIAUD IF WINFIED SPJ000 SHALL BE PERMITTED. Ile f-20 SCREWS USED SHALL BE I 1/2- LONG MINTINUM S14OULD STUCCO Evsl� I AM I� MINIMUM FOR WALLS WITH NO STUCCO, AND M�r BE HEADED SUR-VS Off A� THREADED SCREWS W/o IIEID, 01 BIT SI'MCIT"C PRa,TZCT`- SHALL a PREPARED Bry A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME T,4T I BUY WIT. WING, NUTS. ENGINEER Or RECORD (E.".) FOR THE PROJECT AND WFIQ WILL ITS RESPONS1.61F FOR THE I PROPER USE OF THE P.CID. ENGINEER OF RECM1% ACIINC AS A DELEGAMID ENGrNEOR TO IRE A,II) IN CASE THAr F-RECAST STUNE, PRECAST CONCRETE PANELS. PAVIERS� STUCCO CIA AM BOARDS BE FOUND ON THE PILO ENSINEER, SHALIL SUIEWIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REIV"_ MSTINC WAL1, OR FLOOR. ANCHORS ,SHALL BE LONG ENOUGH TO BEACH THE VAN -'11RUCTURE BEHIND SUCH PMRS "HOWE SHALL BE AS MENTIONED IN A,I) AND IN A,21. (A) THIS PC-D� SHAlL BEAR THE DATE ATNO ORIGINAL SEA AM EXINATURE OF THE; PROFEWSINAL ENGINEER OP RECORD lWi PREPARED IT, (a) To M;5mfi umvr_&QQ� �,.Srm, t4 $iOTTEP MATH10FACTUREWS LATEa SHALL BE LOCATED ON A READILY MSIM LOCATION AT STORU - # TATACON ANCHORS AS MANUFACTURED BY I, 7 W 6UTILDIEK. INTO,, 1/4 PAKIL SKITHER IN' ACCORDANCt WIT14 SECTION 110t9,S OF FLORIDA SUiLORNS CODE, Ow I AM - I/4' - � 7/9' C"- -IN M0447S, IS VANUFAMPED BY DEWAID OH-, (MIN, r- I 5,10 p,. I I SML BE PLACED FOR EVERY G ,PrMNG- LASEUNG TO COMPLY WqH SECTIO,iY 1709-9,2 OF FNE ­ j/ro X ,�14� SwI McHogs, AS Olsigisimn BY ALL Pow SCREW, SOFT Ar SPEQkTY to, FLORIDA aUILOINIT, CODE (MILL VA-HIMU V�.Q NO SHALL ONLY RE USED - #14-10 PANWAXIT FENAUF in AND PANELIANIE PLUS ANCHORS. AS NANILEAMIGOD IRY CLOO CONSTRUCTION QKAWJ PERMITS IN THE S01'& Or FLORIDA ItLONINI'A0, PRODUCIS NIRT� e-2071 P,O I ) L=1 - VA' 0 OF TAE-04P ANCV M_ AS fAANIJrAQTUNFD BY rRV-EAN1 CORPTRATION V.011 Jk A ,% _. IT" A'-, 1144"f4"'. 114' I.. �� I - ., , - PA Afflim"IMLOW811F 01 rAIRCON, ANCHOIRS, i1co PANKLUATES Mo OF TAP-GrAP ANCHOR, INTO THE CONI � " .,� FLORIDA allILDING CODE (High VatocIfy Hor WiNiZore) N�Y��� � - - _1 ___ __ I- OT,%* ,ATr SPAU BE i 114-, $ " , -, , iF-- .=9 -L- INC 20 GAGE GALVANIZED SIM STORM -P , PANEL : � NO, - I 8��) CAA.X-fN a SCCC-5177 ANC14ORS SHAIX, GE EMBEDDED 71r INTO THE OTINCRETE SLOCO UNIT 00 EMS 167 '� = — DRAW iY1 . — I - INTO MUM SI,IA�L RE PERMITTED t/4* 0-20 SCREW$ USED SHALL BE 1 1,1l' LONG MINIMUM S"Qua - cc , /-r--T---\ GLOBAL PROTECTION PRODUCTS, LLC. "A'M ` MST� ANIT Ill NINIVIUM FOR WALLS "N NO STUCCO. YA I / IILIECO,.C, S- _-:�% I � �---T—, �---- STA OF , — / - S.. III �Arr, , ' -� - _ 0" .�, IT- ITIN " ;X� 20-176 , ^,�', , U DII, ,z& - -4. .5 * CHORIM:1 n- �H. .gr -va, I A � , _ ,4 -- F"4W t , miA, P­ (.�,O.q I TOOT_, ". 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B7---- a .Rn Tin=, Ric, KP REQUIREO� IT OTE ANCHORS ", z -.. * .. i 20 OACE GALVANIZED STEEL STORM PANEL VRAAV W, 7 . ,4r:CAE= ON , , 1\�� t 13, ., rm� , : * Z - - , . - . �t ­_ - t�� --, -,­ - ft______ __ I\ GLOBAL PROTECTION PRODUCTS, U.C. am _­ COUNra A912 1110"XINQ - 0 11 ­ ­,*=�.__p / IILIECOIINNT� \ Him !LIA 5, ST.aT - ­0 I—- 1­1 V.=fflN TlwaT V * .1110.1WINQ �O E, M ,nA14 ZA , - - 't, ~, V*.A11,Y _ DO I . _�S.0, NA, _O,t 20_176 i * RVINE )W . (.41.1 Scw_r 5/5-1- � I - � I 0"-w, PRONIT N.: ... 77 V,,,gGNM CA-WO6719 , 'i;WTP,�� ii� . I — zR�K: r", MAZUR �111�1.1 I I -11 Im � --- ­_ � - I I NEZ/_T_1_L_Co IN,(—\::--\--,,, TILLrr TESTING & ENGINEERING COMPANY ­ 1. 1­1_______­ -­ -­ , � - ... .... I ­­ -_ WACTERA. TILLIT, M, IiE� tiftecu@aol.com kRODUCT EVALUATION REkORT ,LFLPL` Tljl��N'44LV CA 1i­N..0306?I9 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCTCATEGORY� Shutters PRODUCT SUB -CATEGORY- Storm Panels PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM I PANEL MANUFACTURIER� Global Protection Pr_Qduct%A_L1I 000 S.W� 51 Street Davis, 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. 61020-3, Method AID 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 inaccordapCewlihtho2Q,20 Seventh E-Clitil6nofthe Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that requ [red by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitaCons and Conditions 2. EVIDENCE SUBMITTED: 2,11. PRO-DUIC-1 EVALUATION DOCUMENT IP.E.D.I! Drawing No. 201 ITS, titled '24 GAGE GALVANIZED STEEL STORM PANEL', I -sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 012712020. This drawing is an trite s Evaluation Report. R1kVn1?1,A1.i . ,s'l t ,.,., 6/;�,*,% , Ql' It" � I * , .�. �,/ . � _Z,-"-�\_'C., `�\� ENS, I* . �� if r,--,. - - - - . " , __5!5z� - - 441 .. .. � - -Z _4 - �­__M__=f--�-�-­Ad�'44167 %. 'i, ,,- �4, ` :,* ,��,:�r � ,/ T*?­j * . 63 55 NX 36th Sm,et, Suite 305,, Miarni, Florida 3 3166 - PhoDe: - ULAR A LIFE SAFETY STORM PANELS (SCALE: 112-1 -1 --'--rl--.--- ­­ ­-1- -.1-1. ­­ -------------- - -75,1 Oe IVX& " ___­____,­_­­­ .-"�,--"�-,�---�-,---�,---.��-- AIM) -­­ ____11___1_1S,IW (TOTAL MCI --­ -- --­,­� �11 I - - - _­__1____ - T � I 4 ____-___Z5W (F.MCTIVE WTWH)----- .-- __ _ ____ -,----,--, i I � � ; - i � ­­­ ---------- - � ­­ � __,________ __ .... 6 1/4' ­ - --- "---- � i ,� ­­­ -------- 6.2M 1 I _-t*o,­, _J-3PO*--, __._�r__ ! ,,N,SOO* : I i 1 ,��,Sw , " , ! t I 1�, � ,,, I 11 r "-IN, I 1 ,", _I_-REO--_ ,, o0al' MIN. THICK ­1,350'_/�, 1 - � � � I I 1� I ------ ; ,,,�_ - � �,� � , - `�__ , 11, . . ..... ��11, "C F- I �R- I" , 001-VAINIZED : It I 101 I ,� � � ARIIV - � _�,X� - I ; , I I /_,I_� , 9'a ,k- 774'4 ,- 1, -It O" " , - " 1, 0 ­,_ " - ,,, I 4r � " _\ , " 10S_ , TADI W THROW '<' �,ig GRADE 50 MICRON!, I IEW I F 1 X_��C'11� �1't-� I v�_ , - -4 I &V, 2"eSi- 2,07, -, , \,' 0 , G-60 ti'm / '0� OALMANITED STUL \ , I _ "", Mp", i 1 . I �, / � I - wo "Ye" 2 000, - Z. ,2 , 10 I , / * 1 1 _,� Tye ASTM A,_`T" LOEMIlEa 1 ­ \\ / J , "I �, CT I I - I GRACE 50 4A*AMW DiEI MAIL , _t;,ENDVGC \ Z �� EDGE - ED - '%, Z , it, A, a--Ba rALV_ � , I _ , \ 4ELIT liEMUL A 48.6 > � *1 I- L � __ ____. ----------- 1­1 )_ - - - - , " - " . , - - - _ , _ - - - - __ � � __� ------- __ ­0 I - , � � l-"3�0-J �. '3W -------- ____1E2SO`______ - LIMB* __ T 5MRM EM (JA END STORM PANEL I � .11511-1- _1�1 - I 1-30 I— _"�*­ . __ �i� --------- -­---� �- , 2�1 C7, -- PANT51B GAV UP I- 1, i f _�iw 1-1 ,�__ �, � I I Too' R� S- 125, . 1/4-i-20, %n& .125* 11, I I �2_5 � "I - -"-"------ � o -I - - -1 - -2017 WiAm FW_ - . �,, " i .�w I 4 i .� W/ 'AEI ;. , ,�, �e I I - RIM I -I I- .�, Sls� 4TW :WTPO�� , � 7 ," 11�Il � � t- 'lo- r T 1 ,,,,- - ---I- ,�� I ; L___L_:-_P_ I , t ! ; � , L � tr----, - I I" _ — It' ,/­ a - - ,�� - � - - DXR` . - 1. 4 1. I XW - 4� 1 2, I 11 � i� I - - - � �, 1111� , 560- 1,560, I I I , � �--C��-,�-,';'Z�� i " :>--,�� * , , I "' - PX - �IIIT 1 2,1,25, 190, I i L_ 'S : 09.1" ,9�9, , ,RM , � - �� � � - -- L. i I , 1 '4�, 1 �__,6-0- `- *-- I - ., I ., i I ) ..... 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STRIES - � __ - - 1 4 --- I� - '-, -- -4- � - � I I I F I 17 T "... 4 � ts�lnD,nwtra to -, - � � * ­i --�-, - I I � J TL i I __ 1.497'1.0 63' .375- /_"_F17_1\ I L- p -- - � ­ AT, 2 1/2* I � X251 L� - 1 __J =1 ii-- -_ 8—i 1 r I � B'. � 1 X7, - I ____ __�In ­ __ ��` [1--_ � � I�iICII- I _160* f____1 � i I_ L_ .1190' 'a � ,_34 - 062 - "I. � 14�_ . 1;lf . ____1 --- -I I - � I "I". t IS* � I I : . � I r ;9,3. i il a L -PC IF I � I I � I I 710 T_,__�__l t � __ --R.1 51 I ,,;, , LOW � m7l , .080, L_ _ J-----,-. - 1 � "Yow PANEL 0 ~_ ! , I I I I � I - MAR, '05, i 1 1 1 r 1 1 , - 2.0W`_ - . - I I '\ � ii2irlo - -3 rmj 7�, ". T (�) KEY HOLE.WASRER _��� , I * F- TRACK -AN" ! I -, ­003, _1_1� (�) (R 3 IV,. !C ... TRACK T FIAT PLATED I - - (MUL 'Doe I - / _.1. IN )WR_= "TA!", , " ooliktlil I i 111t%2CIZED " � - T �, � O �, r) _1­1 __ ­11 - - -I ) 0A ,-0 P1, 14;;��%, � I )AA, TV Lots � " . R�N*N .......... I I- ­ ... I __ ". i � ] ,�\� `ot E N se ��. , ,� , "I � � .Ii� k , 4 ,I I - � 8 V � � , &I'D I � . � � .375*11 , __ AW0,87SIA I _14�_' _. � I - ; I z I - - -,_-_, , �E -, 44167 Z I ffi Lt_ ___,�, I ,jj;� No� *1 1� T I I i i i I . , Z Z * S " 1-1-111111- S *�, * = FLORIDA BUILDING CODE (N�21T Viliocity Hurricane Zoned r I "", i - � . - . " '4 , " ­_____, , .. -� ,� I - I 1 � , NML STATE OF �-,C,- Z em. m=, ii,_ 'P '06 __�, -1, 'K, OF PANEL L==F -M . . I__ V$'-. . �, 20 GAGE GALVANIZED STEEL STORM PANEL I_ , ., F� 0 1 . 0 1 D _ �41-- lk ,T� - I FHNG NLIT ' III, � - R4WN W: , I d' *- t $ - ­.- - - -^ , � 1, t_ 2"w __ - (�� KEX HOLE 111_X� I ... 1 /21VITON, 99M ".1 AT PANE - .______._ GLOBAL PROTECTION PRODUCTrh LLC. To (1) X Wki� it 11 - , - /�L IE =0 - A. -�\ ...... " STRIDE, - - 1 2*XZ*Xl OLTERNATNI un *-A; NUT W1A`X - TiLix NOBrigo at gi�wtv%� co��A�)., IMM I =. , NIRAA­ 20-176 AW_WfflaLA_4= . WOAW__� WAS;HER W11 AW001- , "Nit (0,iW­75+5j FAX., (04"-M 1 / ; MIR ___ I - � Pig -.1 � W� 7/8"A.31111 WASKER, NIANIM -, :�:-::, RN &� "'J,c,,",/� A T -I- I srm OR RiMe. PLATIRT $R:Ep. ­ I I . I - - 2 at " I . . mgmli- I - - I I ___ - - MTALLATION DETAILS FOR REGULAR PANELS(b & (1-A END MM WMILS FOR NEWTO IN KMW QMM INTO EXISTING POURED CONCREJE, 0 CRETE BLOCK STRUCTURES - 9R �= R., 9QN_ , - � CONCRETE MWORS �"_" "' *. I VAUD FOR REGULAR. LIFE WM AND E-Z K" MIN DhM 5)M .VIW "' I ­­4=L'U5`aR G, !M,, J&DE SCHEDULE ON - '�' I . I . �; . I , -1 I 1 � ;M SCHEDULE ON SHEET 0 a 9) SHOM a TFIROVIO, .) \ . I , �,� .. 1, -1 5 , Mh: � - 1 1 �-,' , ___ j � ;-�--I­ -l", * - __,.._._____________, �, 11 . I T I 1, .7 i ,�,­,, I [ :� i , . ) ig, R, %V- I T ,,- - , I =1*1__=� =1 �V, I CVSW POURED 7__E� t I "I I CN-_1_,____1 - . � � - I �'­ ; I I � R,�_ " I =016- , I � i -o- WMW . CO -Cm. - I f , , , ! 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FOR Ah. 9WARI 1) � - I _,(i) G**, I -, i , i " 0 9 It- L_ - . 1, I ! 9 e __\ I , I ; , : 4-60- - ; � " -.- ; ,,'. >/,,, _-, I 1__/" .—, ��, r--- 9 �&.­. I ! . I I I .* WR_ ,��-,x -r-!,,- /�_ �, �. . .,2,/r..' , ,-, '( A, - - �V,).r Z , - I _2__&��',`_11�11� I - Z "" ;_ 4 4- ! I ? ; -01, I � ; �11/1�o7 \_ � I I � -�� - I I I ! 1 � � " � � iv,== DUSTING Eaunra_j EB, 1"'� ! : � I � ,',, 2 9 , ! . CONCRETE 2�RGAT ,, 1 . � ". - --I WE C cew) CONCRIETE' _, ; -1 A : I WALE 3116�1- CA"VON) z � A "OUREa, c(SrAO POURED ED �­ V71- _____ __ I �11 I � -,- , — i , CHONOT."Ic OR ;, :"--�� 1 Ai� 2 1 , , �-� 1 CONCRIET-E BLOCK I 2 I tyr- - � , __ "01 � RMUMEI; , ,J ,,A�A 4-,--- �_ 11 , �� , , i" ., , i ��,, __1.__J____, I 1 _____ -1 - � i i�_ I � W4 Zi` iI 9=IR`=1__ ,� , i 14��­ Q _. a , , �W,=., Ir == .ft.,!�A " ;A=If , " A " =rE,x�.O.R. __-, - - - ,I x 11 W0,OJA TAP "Z cow -RE. I 1­l, W­ � ; � (�) -W " 1412i-- - (AID: V - f on a P"AW 0) I �, I S � I WAIWAI MOUPING (D.M.') SHERS �, t � I I _Z_� � I ­Dbw OUT Noya"o I ". I'm 1z" ; ­�7-_—rZ-,%Z:--­T­ 1= " I -4 a 9 RI R W%�X TTHITWAA Kyo� � ..... . Ci � 11- /_1 ,I 1_� ,,, � OPERNO WMIR) &C . TI I , � i 1._:�/ - - 9= =.* . 1- EDGE OF "IsraiG * NEW " AIDE . VARIES . 1/B:,. E M - EDGE OWANCE I I � l]00 -?no � -1 _ I , 6pDaiwo -1 M 9 i , TACK ALUM, TUBE OR 11 -1 I - 11 (SEE SC14EDULE: ON ­0 : ,_ Q%yrLAI!0 ---- , P,1 *OOO PLATE SP*-P I I 6.1, , ,�- -- " � EXISTING srucco/ �*� � I SHEETS A A, M � , -WOOo BAND � I � �� � -- � / * NEW I- WIDE . VARIES . 1/6- � I � : ,I) - .R­ 11 .1 , i ( - I. . I" A", toot OR I' . VARIES ­ I I f I I SPACER -1 A I TOP & 901-10M 4OUNTINGSr CAN BE � -L&VIVIE - . I f � ! � COMBINED IN My WAY TO SUIT ANY rZA31 I f C� 1�- 4 x CONCRETIL - I I (SM it - INSTALLATION, � � W r i� 4 __1 ­ SCE 3/1 1 �_ II r- It .... � UM , - , fWAl" t I ___r_d, - _­­�, I CK - - - -�,//- 11 d -1 � , .? ...... �,. , 't �_, �z , - . , , I � -.-;, A MATI, STAcTA . W I FLORIDA BUILDING CODE (High velo!!� HU can. Z.ne)l �_� --- C - VQPR ,0I III U - I, 12' �11, I I Iiiii. V � . .Mo Imm ot- I F"� I, . ITON"k M 4WAM I- Z 1 _S 20 GAGE GALVANIZED STEEL STORM PANEL 3 M. . � �, rp"I 'I Z I . IATARN SY, S - 4. SECTION X-X Z*i * 4�_-­-.1T4,I4 ,,&-- , ,__�� SCALE 3/6-1- 1� " � --- _ - 7- �,_ '> AM, AT TOP OR -,5�- 0 it U1, 110MILM., GLOBAL PRDT`E.CT!ON PRODUCTS, t'LC. 71"'1100- X IN STRW I 1�,.�*,�O vllme� `_ '133 A R1131A.-I ��,,4��401� , 'i.. , _,,, ��&O* I , �,� . ZG_i7ii � - Igoe, , INI"D tV1436%­l5*L FAX, 0011,14"T" wriAlz M: , 19 !�n'. - AW 10, ,I, -.�� � DOWNS W. , �' 'K,117,tm r'44II:11� 0"T.R[�A*T It 11 -1 -1 L. . - M400 WIA I M_� I , Una an � a - A 4-- � - I - I I - :ATION R"_ORT NO. 20,0722M, 2 2Z TIESTREPID SM- Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1,2 of the Florida Building Code, Uhtforni static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAnterican Testing Lab of South Florida, Report# 0814.111�01 dated 03/11102 witnessed by William R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No- 0219.01-dg, dated February 26, 2009, signed and sealed by'EcIrrundo 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-Amencan Testing Lab of'south Florida, Report No. 1123.01-iO, dated November-23, 2010, signed and sealed by Julio E. Gonzalez, P,E. Tensile lest report No. 9GM-1gI IQQ Metallurgical, InC, dated Match 1% 2000, signed and sealed by Frank Grate, P,E, as perASTM E-8 and TonsIle Test as per QG Metallurgical Report No. 1 OKM-11 318, dated December 1, 201 0 Signed and sealed by Jerry Jaclofano, RE, as per ASTM E-8. I'll CT AL N C_ I S: 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 I I length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. calculations prepared by T11teco, Inc., dated 12/15flO and 08/27113 (for this revision), signed and sealed by Waller A. Tillit, Jr,, P.E. &MIS,411LE IMPACT RESIS�T IN - A _O-E. Large missile Impact under-saintion 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, 11 and 17 of 1 8 of Product Evaluation Document (P.E.D.), drilitiving No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, I 0, I 1, I 4 thru 16 and 18 of 18, of Product Evaluation Document (RED.), 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. 01110111=114VALU&IT 3ON RErQXEXa_U.#J" 3 5_��Tl N; 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, 1 3, 14, 15, 1 6 and I 8 of 18, of Product Evaluation Document (P.E.D.), dimwing No. 20-175. t-MATERIAL CHARACTERISR93-AWIRE - C I �FC A �QN S. Shall bestrictly in accordance with, General Notes and Components Indicated on . sheet I and 2 of 1 8, of Product Evaluation Document (PE.D.),drawIng No. 20-175; Anchor specifications shall be as indicated on ISheet I of 18, of Product Evaluation Document (RE.D.), drawing No. 20A75, I LUMnATLOWNS-AND CONDITIONSDIF USE: r, 0 7.1, Shall be .strictly in compliance with General Notes No. 1, 8 thru 14, Indicated -0 .:�a on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 `9 I'll S A cp Prepared by Tilteco, Inc. and signed and sealed by Wilbor A. Tillit, Jr., P.E. '�S., %_ p. V­ 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ONES . A>- ,�7 C" LA to CP -1 <� .0 U!", � as defined on section 1620.2 of the Florida Building Code, I .0- - - e, ,�� 7,3. Product shall only be installed into poured concrete, concrete bloc ,land ' , co - .� .�o i%p %P ,P i-� I wood frame structures 1 �� ,;�'. C 0 -* .�., . Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida LI LI 0-- 0 f, .;,- IT. 15 7 No. 441[67)� P resident of Tifteco, Inc. (Florida CA-0006719). 0 or- -; WI [)-'�TILTE,COADtAONRECORE).6�?.E.REPORT.2C GALVANIZED STiErL STORM PANEL � DR%VG # 20-175 1, 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. 1 *1W/10, ZW/10, 3W/10. 4W/10, 6/5 SW/10, OW/11 & 7W/ii I 1: AAAX______ ___ ANCHORSt F09 CONCRETE SEE SMIEDULE ON SHEETS 0 & 9___.____. _.___r��' VAX_ t1i WWI � FOR WOOD SEE SECTIONS ON SHEETS 10 & t I � )" ARM. � I � . I � I - - __ � M_ 6 - --- 0 ____ I " , 11, 0 - 41 D,M..(D.(�),(D1&f_1__-__ -------I-,--- ­' - ­11 -11, " __7�_7__1_­_1'­­ -I"-- __11 ­11_­___11­ 1­­T­­_­_­'1 I - , __ � � ­1 . - / . I t I I - I -'- , I _4� I � I- � � ! I . i - I " I t I 1 1 (�), 30, 04+0. 60 1 I ! J,�, I I � 1 L f , , i , I I I I � I I ,�� � I � I , I " I 1 I I , I I I I I I I I � 1 I il I � I I 1 1 , i � I � i I I 11 ,I � I I � , i I A i � 'I I I j 1 1 BID 0, I ! � I - -, -_ I i . - i_ ­ --- --- -_ ___1 -11 _1" 1___�, -,,--..I,----- _ --- _ 'I'll. � 1 I . - ." i ", __ " '" 1­ - - I � 1_­r I I I ��'; --T--'I--!-- I— ' __1 , -­711 - - ___ -1 . ;I T , I � - I I i I ? I I I I � I � ; I __ I I - I I - - - ­_ 1, � I i '. - I - - -_ � , I i -'-]Z I . , - ­ � ' . I - - ­_ � F­ , - I 1E I ! ` i I ; I __ - --- , _' I A � ___ 1 , � - , , � I I,' "I A', -11 1 � I � `1W U11, - --- I -,- -- -_ -, f I 1 i ! I - , 1 I : 'I I , I 1 ! I I I I . ,- t ; , 1 1 I 4 , - I I ! ! I I 1 I I I- 1 I 1 F'---� 1 t I I 11 ____ � N 0 PANELS I I- - , I BOLrW PANELS W/ 7OW i i "Nabo .- I/ - , � I i I 1. - I � - t I I i il _IS'S� III,& SOLT W/ ,/.tl. �11 : �, , . (SEE S I S AS i ­',i -I - -- - - - - - - - - - - 32 ; � ", t � 1 �WINGNUTTS 0 Ek OVIERLAP I I 1 1 I � � . � 1 APPLICABLE) I I �, " I � � 1 I I � ] (S SECTIONS AS APPUCAE11E) ; 9 ! ,,,� I � t I I I t I I I i 1 i L_L__L__ I I 1_u I i ; I _ - _-1--t-, A� _I-E ____L_L___L_L ____ __ - -, � ­1 -, "- - � , " --I -, ­ �' " � ',� - -1- ­T--F---­------T­-_ _­r,,'!�� r __ . -1 __ I I � � __ - ___ ­ , ,_ "' '. , i - i I I , i I I i ,a d , I , i 1 � I I , I I , I I i i 1 I i 1 III __' I I � I 1 1 I I I I -1 I � i i 1 I I I � . � I i � ; i 1 9 � I i i I I 1 , , � 4 1 1 1 , I I 1 I " � I I � � I ,/ � , 1 i 1 1 1 1 � ! , , i I I i � � @ y , , , .1 : D,M,,@,(R� 041+ -1 d-1-_ - ,� � J I- -1 - � ­­ ie4l - , � -_ �, __ 1,4r-i-;- -_ 1 , , - 141-1 1101 1/111 I I & !�.� I, ii. 0 ��,-�--l'--�,�'ll-Ill-A..�1--�ll'I , � , (�)+ @) I, (@- @ � (�)-rl, � � � 31 Ow - 1/4, 2/4 L_, , ", �`_ � - 3/4, 4/4. 5/5� 7/6, " MAN: I I' WN, NOT, , � *iw/lo, 2�/10, 3MIT110, 4W/10. 6/5 1 . 5W/10, 6W/11 & 7W/11 � � � I __________._1___1 ANCHORS; FOR CONCRETE SM -SCHEDULE ON SHEETS 6 & 9 ____ - I TO;' WOOD SEE SECTIONS ON SHEETS 10 & 11 -­ - ___­­__ I LS rl) & 19 ELEVATION II NX's- IZ67' I aw I (MR, 0"`DKtP_n`_tP`f "Ka") `7 I'll- �, � i -, � �11 _ _ � 11 � ___ I 71�w�� 1'. _ # ye 1, y" ,� ­ — IL- — , OAX W I I � ... �.. _1\ . � � i /1: , 1. . - ) L-4 I ��, .�_ A FLORIDA BUILDING CODE LHish valoclit Nut cone Zone), C �J - SIC" A i - - --- -_ Z : . ` I ReIRT! wom M, FP, � - - DRAW, W! = . No 44167 1 = 20 GAGE GALVANIZED STEEL STORM PANEL * - = * " .*L -_ . * - � �__ � , ______ GLOBAL PROTECTIO SECTUN A- ��� N PRODUCTS, LLC, '� - - - - ALT.S. �� % ATE .k;- __ -11 /TUE c -6.7 \ I 4'XITI ". 61 Silica S . lee, &� TrVi" .k Z%tat2�c ...... "%0".- O R 0*-. . � 7W - I ... I,--, (.NMI. =`Gi-:gAW-- 20-i76 11,0':�4� � , � _­..,�`�� �,N / _OW-_- NRH_-­ 7 01000"I, NR,� '%,O-IJJNA�r,�'M,-!f,-_T WAUHA A Thuff - P.E. !2� I W",e,,,A,U,/,,A,, ._`XQIV 1, i-.l !!!� 1!5 1 , 1 I`HCET3 Wn - FLORK)A � i .IV I M Al � I - I , I - I - INSTALLATION -- DETAILS FQR RE9ULAR PANELS-U,) ­_ A 4A INTO EXISTING POURED CONCRETE OR CONCRETE BLOC9 SIRUQTLJRE5 FOR CONCRETE SEE SCHEDULE ON SHEr R�­­­­_ __PWRED CONCRETE OR CONCRETE BID" FQ.URED CONCRETE T ., I OR CONCRETE BLOCK ___t ODINCRETEUX � �� NO � __ ------ ____A`G""R__ � FOR WOOD SEE SECTIONS ON SHEET 12 1 , �3' UP. ZJ57* 3, u..A I RED UIRED CONCRETE Ag:HM � _.__ � REWIRED COMCITM Aw"s I RECURAM I i CDNCRETE AKHORS �, 1-_�,, (MIL ORBI.A� I I" NCR. 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I I I GI � .­­ � I, , -, �,� 1 � __a WAX I I 9 ! � I : � I I BE,% 11 911-1i 1 1 OF 'L' I � I :41'_�, �,z�,�,/,;� 1 1 � �a 'A�, : � I I ; I : I 1� I I I i I . U � M , 92s� : � � OF *L� � I 1AkX , 77 : � I i F � � ! . I I I I 1 i. .: I : -_ _., -, JL_ - i I ,i - - � � " : M­; ; -3* M­ � D.M.,4. @ L-111iiall-V14 i MKJ ,. MIR, � � ANOTHER& FOR CONCRETE SM SCHEDULE 171' 9________ __ _ - ___ _ ,---,- -_ � I -4, ­­ ­­ I I l , .1 ; I � i . i � ,,�x - - 0 I FOR WOOD SEE SECTIONIS ON SHEET 2 � ,-�" . ,115*31327 � ; i EL '_",e?, ; : - W.N. H1W � , I I �', I i -��l i � � : "', I iED, " , 1 I � z I L � 1 i -�,�', f ! i � i � � 71 'Ie ! ..... a REQUJI STORM EUXATION I I =a It " I �," �,, , � ­1 ,� I 11) I I � I/21 O.C. i I I I I � I � 1, I I � 1 �, a � I � - , ;i ; - __j ; _' " '-::� - - " _' 1 LE 4 � 41 � I � 4 I _;ill*l i ; ; i i ,,, I ; j i I � I L.�:�� i ! I I i I I � - 1/* - Mo, Go - � � " � � - _L___ ­ J _­ ' � I , =- : -i 1/4 �,� g�;� i � - , �, 4 � � - , � -� 1, a I "� i , ,_� � , , "� � , -11 � I 'A's-200/4, S'S, WLT I ,�, I � �_ W/17/4 3 2' WINO NUT I � I " � I i ,,,�/ I � I I - -,-- __ -, ' � I � 2,67" � � I I _1____._­, _­ - L' ­t ��_ ­_ ­ - � I F I T � t/3O 0 2 1�. s 0, � : � 001490t MOORS ; r t . CONCAVE ANCIOITS t . - Dauu: ON 11%,M) 1/4, " 7, , - I'll, , � ", i(l � ONGRETE ANQHORS SUSUMU _,,__Q I , I ___ WMESCHCOVUE at, t � 'T/ STUD (SEE SEPI CR � SHEET 9) ; I � 5N 0) ! RLCWE OR , I - lg!��C scot tAlklyR.) I I— ---= COME IR � r ---- =ED CONCREI OR Am MOCK QEOLIRW SCALE EFTE REOURED RiTo WED DIRECT OUN I IRECT-AND- MOUNTING 11-1111- 1-1- I W IISI&II 19� SCALE 3/B-l' §EOON 9 SCALE 3/8.1- . E I 1#41#0 11 : II .. .­. . . '.. * . . FLORIDA BUILDING CODE (MIgh V61oc#y Hurricane Zone) E.D. - EDGE DISTANCE (SEE SCHEDULE ON I ; TOP & BOTTOM MOONTINICS CAN BE E I : i - . = . - I - =*' * � �� ­C;5---,_> - % I __ �;_, ii�=_� it S ATEO - ,�� ,'Me FILMo. - 20 GAGE GALVANIZED STEEL STORM PANEL I — ;_ , -r--r- ,_� GLOBAL PROTE CTION PRODUCTS, LLC. -,-- \ 1R. I . T�211/= IAIE. SHEET 9,) COURINED IN ANY W& TO SUIT ANY iNSTALLA-FLON. Al."­� _ -2 Z116 0 I'll, 1, / 1,1LIEC— OaLSIN`0 SIVER �� r; IDIII- � V --. TRO' TOONAIP A 1OA0111IT41"lid cg~ .., "', 5, I — ��. �, I 4 I R, '.'�'�',� Y, - , PHORTH (",MIRA-�6w F'O."'Do '00-61"I7 MIAA!*lI60..,_*:t�I= A-� `1­� ,�� ,=AC, 20-176 010*00 - ��q-,� - :,r ,..,C./.. __ . 0 _.T�"_�W_ ''I OLL, I O.- I U10 !=4 jz , "', - U� i .1. I - - I A " 25 I , __ - I -6-0 a) (1) C_ (n -a _CT3 > (1) r- A -- 0 _0 " (1) (1) I- 0- CL C 0 0 L_ a IM-11- M 0 ­0 W -IiI-o a- U) I. (1) -t- = (1) =3 -0 M 0 -cu '�o - U) .�o = 0 = 2 0_ —C:) = = -9 (1) ?: M = 0 .0 4­5 M U_ ,,_ 0 — CT3 > Cn Cn !E a) Cn " -&.-# M " 0_ �_ M -0 ,.0 . G 4- U) C:)- < a 4 I ) ;� �� � > Z . -0 Z W MJ U) " W Q) (= CIO L) IN " " :3 W 2 < a Z < __1 0- -0-i (1) (1) = U) CIO > 0 L_ CL 0- < _11-0 0 :3 'II0 0 L_ CL (1) C/) IM cn SHEET NO, SH 1.0 Q 14X Pwrow " I . 4 OR AMR PAN LS 0 — agg f07 F MO F/T W W& T- P.*w I "I t 1 -1 MULUON WHEIDULE __4 m_ uul VON m� WWRIM, TUK WOLUORI IY 4 t-e 2 Ile 0 pwmm Rolm -42A ­t r"-O TO A, _IV -------- S4% YA�Ill M. A,SD. ft. OR�SMIRC AAM13 "ARS"D NOTF� MuLuom FAIR ALDO OIL CI 11" 117WIll"j"S, W&PANE" '1109111411 W/ WOE Top * ROMMI J1WLp__ma 1119amma IWALIADON AMN WALL MQUHM I" - &MIA= sc"� Ile . I* AQ1W1 I � INSTALLATIONS APE ONLY VAUD FOR SUILM.-Ols WITH A�S.M DESIGN LEADS U-P TO 4,56,15, -72,0 psj, AND PANECS LE407"i UP TO At-8� 2. FOR, NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOXHERN PINE 90� 2, W/ SPECIFIC DENS" OF ILSS OR EOUAL TOP & BOTTOM MOUNTINGSv CAN BE COMBINED IN ANY WAY TO SUIT ANY llil�JAUAN ON =NQ j% a= MQLWM WALL & EWQB ]WOU00 ALVAUM INS1AJJA1J=_—_ALU9fi&UVLM ,SECTOR AT 1OP IS UNITED TO +ftS-67�O VAX, SCIALL, 114* - I' A.SM, DESIGN PRESSURE RATING,) WAM' 1/4* - 1* 4-ohmEr Ncwft 0011com Awescm NIP 00ACWT Mpfml tm setiMme OR sum (srr s�ui WE smita FAA *DW SCRON, 19cPaN P" ImAr is MHz 44) I* vw 'A 2/k 2A/A 5/4 4/4 'bo, 2 &11w!/15 Rvxmftm� All 1 _d_1 T i-'+ AH-tv! T" L -7 7- J-T 1 1 'T ITT T_ -F F_ oc', PANW, lop PAIC 'HDAom AtAw 1 (00 Aim III I -H' -4 t + wl, T T, -TOm Avlxn I'LL _J_ act, 1/141" it 6., J-1 _Y­ T­ f f � I WNARATE AT M pmaii cs__ Dm4s Ili, A Z/14) D(I if ii f 1 m ij 0 14 ; =. am ___L_i Al "m "A" T /A 2/4 Wk 3/4 ON- 4/4 2 &,tw/ts Loo, g'& ItAl --1 0.4 LIFE sAFr.-y Fma L AREA WIND IFEE SAFMY PANE�S WDATION OF LIFE lSEE ROTE IMOW) !,c MIT MA A21 J �AV PANR1 fit RivAurm AS co!'lORM ANIAW UFt WET' P.TIPARM OWWO SAALL (SIT �NEDLLr 00 HiN SHM 14) 1 OPTION A I EOR LIFE SAFETY STORM ALWAYS OF emiamom W/ RF ME ooRdmol JNPI NEL (1) & CIA To IRMAi ia ROAD ED PAW INSM CORCOVE -WHURS OF smiucim ­ ­ii7iF T�i Um-ATIM VAU-AWMW IWAUA110 NAL"mQ.pm_WVWV&JNATAUAM frv,- u� AAP -A i, LIFE SAFETY STORM PANEL CAN BE =ATEO AS AN END PANEL (FIRST OR LAST PANEL) (DI" OR AS 0411DRIOR P�Mn4AWNYYFAMIE, LOOMOON IN RETWaN ENOKPANI�S LIFE SAW PANELS RN NOT HE INSTAtUD ADACENT TO MU 4) PANEIS (W/ OR. W/O RMULAR TRACKS,) 11 CONSISTS OP 443t' CALVAN2W STEEL STOW, PANRJ_ AS SECTION_�- RED Ems EPMEL�AMLWRIR'vlo at !NZEU FINAA THE, ASIDE or STRUCTURE, Pj 0" p,'Tlttq COMPONEBT AS PER SHEET 2 OF DwAm EV COMPONENT a INIZIAALED, WALL FLUOR I D POW)WINO SECTIONS I 2 ON THIS Sifrl, AS WEi1 AS O-TAO T & I ON SHEET 14. Wo. LENGN FOR PONEWee Ilt", FLORIDA BUILDING CODE (Kgb ValocRy No 06"s Idnll) -I--,-- So .020 'KIM W_ PF MIR. ANCHOR S A.1% FOR COMPONENT 0 ANCHOME AT 90THOW S CA" OR 20 GAOt GALVANIZED STM STORM PANEL COMPOWN" UAY IRE PERMANENT OR R040VARl Kit S SEE DETALS TOP WMA"OON INTO WOOD FRAME WOLM" ON S$iEV IL% GLOBAL PROTECTION PRODUM U-11-, A SEE SHEET 4 FOR DCOJL APPLICABLE TO W NECCS5V- POR THE WALIATioN OF 20-176 SPACERS, AT TWAS� WALLED ADAODO AND SLYONO 7D STUCCO/WWO BIRDS, MM 1310AW"i. At %k_/WNAn#%,AiATE *Ltm X Txul j" MUMUM-EAKL EQua N" ONVY MR Al� WAUAT04 AS PER SECTIONS I THIRD 10, ON SHEEIS 4, S 41 6) mwwm "p, - __ -I-- ___ N jr, PR mv 7-r OR W= ,,v o6amp I HOW a ok 7 `V"� -12-n Ir-W To W-S. W., z wwtuv I Tim 5 it 7 To w-r u- -sav, 12-c CA L"S SmIm *1 Wo-ahi' ss� At wRow A, VARAP V'S"P, i, PmL, (AM OWY FOR PANELSW& 4NINSTALL41FIONS AS M SIXTKINS I TRRU 7, ON SHEDS 4 * 5) RANDI" xsa "Ail Am vD, 11r - I APPLIZARIATo ors'all _P*mwar FMQF 0 o0em'P, 'TO Tom v mlC'mm , To micioTt Oct"ICA" WHORL III Otsloxr. iAF TRW _Mft� IRsf) TO towmm COMMIT To Coignn ow 10 M`40AM cm l. , C"T' OLOCK MIA N/* A- N/A I (TOP) MIA W. f* 0' a. MIA M110, MIA 0� "/A 1. MIA 4". I DOM N4A N/A N/A e WA (OPTTVA, -7= jr NIA N/4 k# I MIA w *IA N/A OR It% OR, T . ....... . 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M'S, W/ ef­20.3/41SIS. mls� W/ E,11- �', I �, 1� 1�1 - � i 7 I '7/6"I, � l� 1 ;,, - T I I , I. � " -� 1��i` !! -- Nvt� i ;_� /32* WING . -,- - - 1 T I , 11 , I I . . 3/32' WING NUT VA$HER 0 12 'IV OC_ , 1!� i ,;-% ilialo � 3,132* "NO I I , � I I NOT WASHER ($E­� � ­ I 0 12 I/2' Ox- �� AER (BEYOND) 11 � � 1, I 1, 4 I I ___ 1 r�4"# TA-11044 a 61 O-C, : tBrAGGERED W/ SM) � � THREAM I � , , � - 1 , I� � ) f :i ;�� - ;� 1 , , i i ­17! -- ---- - 1 �,� i � - 3 t k", .,.� j I i I �� � ., .]i CON 0 IT* ox- - I I i 1, � _f I I ­ S= R I '� I SPUN) . t . � , , �' I I I THRENIED _� - I krl� i - i 6 - ox, , I � J�q �I , I I i/2- w. 6 � i i AMD , � i WWN. 1TNREI%� ,� t 1 -7 L � I AT WITAIJOIN _� Or PLATE 1� I . U �, Z;Ea". N AT NIPWIDTH -, __ , T _ I � I, __ %14� . N Al MDWTOTHI I i - 'A � - ­ - _, ; , � OF PLATE- �A�_T � - �__ - y= ,,,, . _111 ;-. L - - RED I_t1MA;,WiaQD PLATE OF PLATE I T _-L � __ ­__._____­1_ POD FLAIL 119Z 0 1___­­­__1­_­_r,, wOGQPI.AT_- a4m � �- . nHQ_#in&UA= WALL MOUNTING INSTAI I ATIAN WALL 9UN7ING A Lum INSIALIATION r 8" WALL MOUNJING INe`TAI I -ON NATIVE 7AW 0 SCALE 3/8-.1' El MR jN��L 0 0 a PANEL pmiffi�&L 5,CNz 3/81.1' 15tkit S/r. I I EtALC 3/S'�-I' ,A"ttANN##$4, p" It . mm� ,.".1 ,�. - . .., .... .., %: FLORIDA BUILDING CODE 1L INSTALLATIONS ARE UNL'f VALO "OR WAU`WA_ WTH kS'D' DIESION LOAM � � SHIgh Velocity Nut cone Zone)! --- OR TO IS5,5, -7ZO POP AND PANWS LENGTH UP TO ir-r, - = Z , So, 4 1 .,a I ' .. .2m `lLmm, 0-� PIP 20 GAGE GALVANIZED STEEL STORM PANEL DRIft w: - 2. FOR MEW WOOD FRAME C RUCTION' WOW MEMBERS 10 BE SOUTHERN FINE NO. 2, W1 SPECIFIC DENSITY Or MS OR COUM_ =_ - - , - ,-- = -K .., I n_� w 1. 5T E = ­ - - __�� "I---. pt 0�_._- -_ - - 0/wIteth, / - — GL08AL PROTECTION PRODUCTS, LM AM ___ __ __ / T, ME C 0 T=- - . � , ___1 VA, I - - I l, , 4m �* 5, STFLM TULIP ENGINVE"m COMPANY ow_ PL I 20-176 11 FS " �� §1 pv C.-�� A _!gm W NONE- (-R%R­1A,I& 1'XG.5,I)&W-#"7 - , rw I,-,- ,_=71f_W1" - - "I", 'hNI O00"'IA-L I5FAI,-�T101k/0M DIAM-C A. CA-G-1. ­11 ::�� W., — I - - I- W, � N&VER .,r � - i � n&Mb_A , , �41 PIE . i i - I- fIM9 ! i E I E . `AKET 'i, OF 26 . I - I , I __ ____ F­ COMPONENTS FOR-URIES 2000 & I 000 E-Z 14ANG STORM PANELS i t-SCALE 1/2-I-) �----15$1' -­ ----------------­- ­ - I - ------ ------­­ i5J96' (TOTAL WIDTH� --- - ---- -- - - --__ -----.-- ----- - , ­ I�- 2.250' � —,2.591"— I?- I ; I ! z . I �____,____,_______ ___ ___ ­ 1­12400- (EFFECTIVE WfDTHI-------�----------------------i � I- --- i ,\�_ I —2 __ I : ,_ I I �- ­-----------­S 1/4'-, ----­­­­-, I � r---, ----- I �i I 11 ___T : 1, �­P- - _11�w_ --t3� - - 11�1.. I, i I I , � I �, . : i . ,,� ,A -�, , , �� i I . __41 -1 I -Z '075, 2-500 L -075' � I -AD,-- IAP� _� - .1w. - I., 0 f � - - Typ. . I- : I . e ENJW 0 11 - / � �A,'%, \ /0.038- �fk, THICK " "' *_ 3 - : �, � 2�500` F � , � I � Im. WED ` � wu� I ! I GALVANIZED STE L - � I � 1 4' ' __ CODE I llt� ; 2 A � 2,060, _2kp��,�K, ; , 7,,P. \�� -1 ASIA _6w C - %�% � � �1 I ,�, I - /A�D'tEgTk�L ,��4`lTf � . - CWr �L�__ i I ED � I - - - Im OkV. - \ � I � I I I i ------ 1_�XPAII A �,,*_ I I I I .. ......... . : , '4 -F '__4� 1-Is - � ­ � ,',,5 "+_,�, L_L_ _��I �,_ __ ; - �_, �_ �t_lk----� ! ,6 L-i- , - � ____.,____, __ 11 - IV '______1__1__ _-B,1,50�, ­�� .2w,-- �,, � 1 —2.470 . . . . . . . � 1 � xz� (a) ._­-1,-7Q­ , ': T REVERSED..."h" TRACK (1) REWAM *U* TRACK ',."-".I ",. ,� � 1, tA �D'qRmt, I-,- "'; �_ ,,, I j -.7,50* - W/ HEMMED CODE, -1-1 """, "50 '.7 - �11_ -A- ' _,��.., / , --'- -N."", -�--1 I- .;l�q - -1 , -1 " - ..I.,-. 14 , ,��, - _�, � 1� _­ I 11. ­_ I - - _Yj i e - I � �� I ,7 <, ,>_�; .Im" :_�� 1 � i -,125' �� � - 11 t. I I _�"EMMED 11 I 1// I ,' �, I I I - ISW I ; � //,--' - , ___ 1 3�1 -P% I , Q� r _]] I ! � I ; I I � I ISOMETRIC VIEW DEMIL A ,_ 30. I �� I 1 � �000-11 ROUNDED CORNER 0 ENDS OF PANEL'S ; I � i L_AiE� ,­ U END UP W/ HEMMED EDGE. �750 A -j ,,� I (N-LS) - �", __ A - � ... ''. � _1 . � I i.. , 410_� I 000, -1--i - - ­­ � I - -1 ____6 � M_,__ - ­­ ­ � � (�) wwr� ,I) ft�� . �., T .. . - - , -1 6061-TS Aturn, ALLOY r 125' 1 ­ I ; _ 064000NIM11 I 1 � , � .,40", , A�t% A �14- . I ,4o, _41 �i 7w, '6 (Typ') ,.,. ��a�, ,'.,), IN . . /r I . .z, � 0 , , . S� .. ' L - , , z . . 1 , , , _- ., N0.44167 . = I_- z -1 ,_ 1 *: . FLORIDA SUILDINO CODE ("12h Velocity Hurricane Zone) : 6 _* i -'-- - _w _____ I I __ I m I . ,SG.____ � TLTETM Nt . DRAW. I r MO­__j %`P%. � FATE OF -;Rz i 20 GAGE GALVANIZED STEEL STORM PANEL ", .� 1; 0 .. ,9 � 1, �� 0810��� /"j=0 ""- 3. - , ' _' "' - — GLOBAL PROTECTION PRODUCTS, LLC, " TIM, . T 3!(Maj AWM, ANGLE , _� 08 STOP BAR , J;*,. . � -,gN 0 ""' III L. R C �Oi ., � "`,',�/I� "�Al_ _=- 'I , , � t I , - —w-m M14 c . Ia� ca 'r ..... �� 11' LONG ". ., .. ,04XAE-7W, rkt (MU)MINI-VIPT 20-176 , '. , _,� , � a; .� ,_� 6063-1�5 Am, ALLOY , ,�, '. -11, - I Il--0=719' I --nw-14111 WALTER I ITIJ J, P. I - i - I PUPPOA , +147' _7+____1___1`c­+qn . I Z - IPM22 a 24 ___ __j 1 . - W,�� v I , IAW ,O ______ JRj5_rj&LLAT_ION DETAILS FOR OPTION 42 FOR LIFE __ $AFM STORM PANEL SYSTEM JNM_ EXISTING , POURED CONCRtjE OR- CONC RETE , ILQCK ��� ;IAK N ANCINORS , G - ----4--9* IA. -CON ANCHORS ___I�j'� 1/4* IWON ANCHORS . M4 TAPCON bmCMCAS D.C. , D 11C. � O'e. - _ --- , . 6 9. 010� �rt%' �,� 1- i "I POURED CONCRETE I , . , , p I Fousim OONCRm, i ��.` - 1/4 _L,.�', in " � t r-f ::��, r I r OR CONCREPE i 1_1��', SLOO� REQUIRED -L , . jr-c-#' � OR CONORETE I I N i SLOC,f REQUIRED i 1-1 . : ­C__ I � i �!Rx­ I 7 - 1 i �. m__ " - ! i =:= 1/4, J I �, . .. - 4 I/,* - _m92�______.___ — _-, i � 1 1 k�_` — I I � , I I I I --- ,- --I r I I. f I 1 -I I . � i i � " _11� : .. . irb " r . ­ 11, � , r 11 � � � I �_ : I . 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I l 1 .--i - S_ 1. ­_ - I V, p w IS � � , " - I ­ I I i ",i�i_ - ­ � I . � � . :, � . - I __ --i'_", 1�r' �Pwv 1;,� , �,.�.,;) ,/4.'-;--' '__ - - - '�, MI �, . _:,� .1 'I,V I � _ I- - )-,-- L I S* I - ____..__1 r� 9 I � , om~m�vp , , � I i ; � F. VIERU`k ; � , ! � , " , , ; "' i ­­­ If IfIF ;;;;-,, " 4/32' WIND NUT , It , ��, ii 0 12 1/2' O,t, � � ----- - M4, T/AnN ANCHORS 0 4 1 2 D.C. (STAGGERED W/ STUP) , .a 00KRETE *m1m BLOCK trz SCALE 3/8'.1" :_�,=%,, ,­ - _.�'k_ j ___ � , . f . L � I . I I � I � � I I i IF,"', �,101_�,�., � ; 6 . I � , , � I - - � - CD ; �� i I ED.* � I 4� �g �, I I � . " -1 I I � � f 1 i � R, � , i L i i ", ,� , __� - ­ I ,-!-----I , , , , i==;1= , � ,� i -, I " �, __0 \ - ", 16181�. � .4/32, WIN I ; - ;-,L Ul WASHER (OCYIN � I 1/4' ANCHORS 1 _,_ _., T/API ... 4 . ,;4'N ,D� � (STAGGERED W/ SAID) SCALE 3/8--i i. . 1. . 20 FOR _RS TYPE A MID" I'm __Llw�__ IMP,4W � r-ACW, F12R LUSTALLAHIRS WID WOW � NeWIR WA�R; B,�i . 1 FKARIE BUILDING. WOVIVII4 wom %`�_,Nwt ART MINIMUM cii T� * -ma- I— N) � SCHEDUL11 FOR OO. LOTS THAN WDrATED aw I OPI-It Ell'a---, A"'." ic�_L�, — ' SP. BY -"I- SPACING SHOWN ONlICNIMLE MAK Em ow w"m FACIOR w PIE "OLUONING IFAMRS " THS IV � OPEAU104 TO RE P SPACM OERNNED =AAMIL 1101 I - - _____ ___ I_�Pa_____ t 'p- _ - BE LESS I'm VINAW. BRACINI ",,,'I, TYAP MR V" ANCHOR ON DAR $001w, ___­_­___ ­­­­ I. '. -1 ­_ I __ ­ ­_ - li6 -1 3 �11_111_1_ f � I V �111_1_1_ - I i � � r 11­__=1�V__= � =",f*_--- ­ � ; I , ft. : I � � i � � I . I � I I I : vw-1 � I I � 7,77-7,1,; � r4 ! ,��, , 0. �-�� j I ;, :1 � 3 I : i . ! I I �, � i I __0 . I : I I " - -. I I_ ;1- , � ; �_ � , 1".. , i 11 � '-f ;:,- F�. '. ! ; ;1 '�, j 1, ; 1 , 1 I . , ! � , i I . 5 ; j __(3 � j i � I ; I � � I . t . I_ I F7 I - � 1-11 � IIJ I I - � i I --_.. � E,� , I ; , � ; r _L______, --,-- i 2- 222 1� ' __1 I w L_ 1/4�*-20.3/4'SS, M�S W/ I "I I ,,t��z I" 1 _� ---- - - j�4 0323�4*S.S, I,LS. W/ r � , 1 �� - 1/ew/,�v WING MOT WASHER a 72 1/2" Ox, !!! ; .�� j /4" $'A 0j L� WING OUT WmTHrR �!,��", ; I q (EIETONG) � k � i T I #* TAFICON '____�'4 i72��-C­K`R` i ­­14CHORS � i a 4 IJ21 Olt. � -- p"'m CONCRETE S _;M=88m -1 _ OR CONCRETE BLOCK LUCK REQUIRED UNTING INSTALLATIQU WALL REOLPIREIT MOUNTING INSTALLATION wot NFL SCALE 3/8'-i" 6 UI�NFL SCALE 3/8'�I' CODE — IN-SIALLATION DETAILS FOR OPTI%! #2 FOR UFE SAFUY 5TORM PANEL SYSTEM INTO EXI$j1b1.G WOOD STRUCTURES, , 1 7� ___ ,__ - , N), , ,,, , ", ", - t-T- - ,-,,� -,,-- ­,­, �­,- _. , M - N -, ,_ ��, - �jj -, _­ q� �1� =14 "- --"- I" - i� % ­_ ,­ �� . �', ,-­ L - , , " �, m , ,� ,,, 11 �', " I, 11 I -1 'I I �,� 1, "�� - f '11�1 _v "I " - 1/4'0 IAKON 0 5' O.C. �,,, �,�_ — il I "I 410 TttGON 0 V O.C. ,�, - ', _ ,� ? " t ,,, � r - EAVED -1 --v � �. I" , THREAD a 2 m`N­ "R /If -�: C A , / .,., � W6"T Xm. I , ; , � , P , TX,M AT WOOD " ! ', I L I P"INOW 11i - N AV WOOD , I I , I f r � I— , I I V HEADER �, 1, � � % 11 � . �, I � :- I �f I I � , , � � , A - L J 1�1 J "I , ,� -4 M*. , � x � qj Mown i;t � I - , � . �=�j 1/4 , ,� 11", � 'I4, I I 1� ", IV, I A M­ i � _�17__­_____! ,1 �, I � '1� I " I �____��` - __ ___ � I r7l I � I r 1, t , 1, 21 �! i WOOD HEADER I � � MY,, I WOOD HEADER_ i " " 1 I , " _ , IT , REOURM __­ 17� - " ", " Prou"m - ­ ; i i�,,�-Z. ,r I It- � I � ; �i � � J I : , � - I __ � I I 1� "'I, I � :";', - � I � --,, �` � "I I I rr�A-71_1 �17�__' - - L I I I _A . . � ; I -) I � � ; - G I C : __ Q I i I i � Mi,� SENRAPON 1, I I I � i I 10 "mrs I ! I =11 ; � : � I I - (5EE i ; I � r I I I NR 1 � E"X It ON I � j � In= . I � - : , ,c � M­ - I - I i '! 1, M- I �, � . I _­_ _(SFE RORIOUlt"] PANEL LENGTH i=-_=_-Y�----= 'k-l-, -, PANEL LENGTH , _ ,-,-- * iSEE NOTE I BELOW) Ex T� ON 'w" TAT , � j (SEE NOTE, I BELOW) I/4*--20,1* 1 - I S 'S, 11 I , ­___ in , � ; � &S. m ,/-- -,---,- +__L_1____]­_­7 , � �, � ; " � " 4,42, � � � . � a', " �' __ _d WING NUT � , � =,:��­_-_-: - I L­_.11_14, " _-_-­­�­ _ � � - �� ­ 11-1.111, " ---. ___q,�,� __ I , __ i i 11 ­1_1�­T­­ I , t � 0, i � � I 1 � , ''--- ­-�-i'__ - � � I I ! �,, �, , �,,,-'__ ,%_�, I � � , -1 , I I � I 1 : -, I ; I - I � , i ! I I 1­1­1­ � I ( I I ! I ... �- ­11-­ 1�__ I- ­-, ! f I � I I j I I I L_0 � ! I ­0 I I I � I I ! ! � � �-, I ! ; I , , � I I L : ��� I � � I , - - , I , I I I I � � � - I , " I I I - t Ell'. , � .-, I i 1-1. I �. . 1 I I f I , � ,_ " i 1 ; EQ. - , iv � I ti , I __ ­1 ___ __�_, I __ __,_;I� - . � I , ; � � ,�- 1 1 I— - - w " - � __ - M. - .- ED_ - I L_ �', � :f__L___J,_­r_ ­. � � 1, " L. , . I 11 � _ --- � I - _ l , I I � � I I I � " � , � ii �, N , � I � ! " fi � 'L I ; - VMG Nut . . � I � I � I I 'a . 5/32, WING NOT , , , ,,� i2j%�. . 3/32 P&ATE 1�_. � Wel 21,e WaOD _PIjATE .-_� IL-.- I - A 11 2 0 J��r_nqk I ­ ­ � � " Pf REGO �, I , 1, " i I � WASH�_R 0 6 1/4' OC, 1, I � ; WASHER a (m � I 11 ji WOU 1. I I ONO) � , ,;! , � � " , ,,, , " I I , , � t ; � ." . ', r I � L. , PANE -MATE PLUS _1 I ", I WE qjU,U � �'-, W i�i IIIIA-10 / - 1­ 11 � 1� -1 - �,,, � "i -to PANE" 'I, _, , I 1� ­ ­_-4j - L i ", a a /4' OC� W I 7/e - 7,` � V16 I/-- OC W/ 71 , 8 _ I , , I � . I " '6 L � , , , 1 I 1 V ALN, THREADED PENEM11ON ,-," I ., , I I , WIN, THRi P"TION AT ; � I - , , ,�r -,, � I I I OWIDIH OF PLATE ,�� I I AT MOMIXIN OF PLATUF , , I _ ... ... , "i-a-, 'I v P :1 WALL MOUNT114C INSEALIaON INSTALLATION ­ ALIERNAIM- "'A1004"N'N't. F-Ift - ' N� TItt 9 REGULAR PAN "00 L�j �0_,��,�` --- 7 - �.;71% X-PAHM . -? 11 ALF 3/8'�I' SCALE -31W.1' \tENSe ��r S SO - , FLORIDA v , BUILDING CODE (High Velocity Hu Cone ZOM6)1 . . - o-1 �6�1­ bmal� ff", 67 ` � M020 Tirmck W_ = . No 441 . - FAIN, .*j 19��_�_ I 2D GAGE GALVANIZED STEEL STORM PANEL " = ! 1. IN&TALLATPUN$ ARE C14LY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS , - __ . - VP To �55,6, -72A PSF AND PANEL'S LENGTH UP TO 8'-S*� = * � % I * r . \ BAL P - S I f2--�-ir-,.�=,— S .� \ OLD ROTECTION PRODUCTS, LM "Y"N"'Ma" 2. FOR, NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOLMAERN V$_1__. Z 11LIECOIrs - am 1' -2� ,� 4w &* 5 IFIREET FINE No. 2. W/ SIiECIFIC DENSITY OF O.E5 OR EQUAL. Om, PILIT DAME P_ awl _,� ., ,� , - 81 v1-,l'�p_-_- - - 19m,: -_ _AKY , I, 'I'a.-474, 20-176 - PON --I." - - "". a , - i (em - )­-, - � - - __ ___ - _000470 .2 '" � �-' _=L*_ 'M � 0"HOi *61j&�_/.mx WALTER , ugj hdt -M - 1-M 7 '!__-�- _____ S/24 �08 p,EE Nor 2 W.WN) 11 - of/ on W/o 6 (D 0 ,./2410. T , Pict mm 2 RELM 3- w_ Z/24 IN- V/24 110� jj4.w- . V/24 IV". .,M& � rc T T AT It ['08 (SEr Nort 3 *.Law, P1141.4 1* MA. C = . a' W.. . EACH ,_�v , t�.11'211,'OM2110�30`.. � r-, __ __ OR SA, OF � '. I , V,i_ , I (SUE � I I �, � 11 5 I i * M;�, , ,� ��, i . RAI 01 � I i I . I 155 I - I � I __ � I _01�1* SO.S4 I 111r, - - - I -I f�-� �� .. ,yr_ I L 1/2-1 - � �_ - - _M T , .--- I IF , � �, i i� �Ii H � 1 I'' I I, , I � , H 5 Ill I i I I i 1 1 I ! 'I F11 i � I Ill �, I I I i I 1!1 !I 11 i; 1 1 t � � 11, I I � I I - I I I i I 1 1 1 - - r T i _11 I hi I U I ,I 111 I it : 1- I 11 I'll I 1, 1 y — a ­1 ___1L —1, I 1, _ L -1,11 -1, __ _t I I 7 T �T­l--'_-­ -T ­ � -r --- I-1-; TI 60 � '�' I - 60 V, -v � T , I I MOk OLT I MID PAOW __1cw_1;;Z­ ­lw;-__-aU_ T I L­ - � (WTEFIII� PAR I SM NOTE Z 1 4 . � I kENY . � ( -f� 1 1�1)1 f' I � PIE 2. A ME, L I , BELOW : I SEE f i i I H i i i . I I , T I I i _,,,�, ! 1,11,0 4 1 1 1 H, 11 g''I ". - -4, 14VT A 1 , i I I 1 i 11 ! 1 1_j ! 1 : sl:=, ,,, I .. I T I � i (b I I I I 1 i t � I i i ` �I I ! 2 � I I I , , i , � 1 41 t,,. 1 , I . I .1 1 I FT I . i �*� 1 1 i I I , 1 1 . , I , -tL 1 1 1 1 I- i 1 �, , _T_#M _V.D PANELS :/ 1 I 1 ! 4 1 I I � I 1 1 1 i I I �/. im ., O/ 1 1 1 1 1 I I i 1 i ill I I I i , , ul'. L . I -.3 32 WNITNUTS I � i, I I , f � - - __ _ e VEr" � I I __ -I.-,- _1� _4 __ - I , - ,� �� 11 I � � - , - v _L ­ %-0- I � 40 ,.I 'L, _11-f 1.1-, - 1 40 li'L� lu J,�! r]'j_'1_ 1-11-T-7-1-f 711-�71­1-Tl T., � . I,, I HIMMI III 11 1� I I I I, , _14_� 1 I ,_L_ �14,—, L-,�� , [ � 11 I "" j I �.� I I - LI L ��' j � , � � 11 . I— " �__._ 6 Tj ­ 4 . I _4 ,____A�4 F`Ulamm ON,) 'D AI' 11 ,I �-- ,__T_V.____;.__i_ W I I JALMaNnLPS Ell', I rXIII AT END III, I I/ri ..C._". I It I I TO BE RMALUM AT IMN ALI EACII a.m.p4ALWAPS - ' I I'll 121CAL ELEVATI 000 REM HANDLE To FACULATE Q;=TX ALLAT19 IF INTENDED To BE INSTALLED MOM I "" MEEMEM Ir INTENDED TO BE FROM I . ED ASIDE CC alQRM PANEL T T_QRM STRUMURL IWOE OF STRUM E=Z MANG sou .1/w - t- I so" 'WIr - I' - 4—)/.- M­ .p _ 1/4' - � r-1/4, V., w 114- M­ GAP-J� =1 1 I J I - I z -11 _ -1 �� Z77�� 22� -=Z- \-Z \ z \ / ) � I- \ / �_/i \-,Z- _\__Z__�j 011 W& (3) III,, OR va & 0 IT, r­ - ==_"_ AT NAPE III AE9" bv_75 7 SCALE 3�w - I' (*jEELjSwa,nF Fm�,_­ , E - 7 NANG STORM PANEL SYSTEM CONSISTING OF PANEL , NOIES_ MACKS AT TOP & PANIELMAlt PLUS OR 15' LONG 41), W,EjM"F_,UW;�=E! EC;,Z NANG STORM PANEL SYM CONSISTING OF PANEL , (�A"'T' BOTTOM W/ PANEINOT-Q- L TRACKS lop a SECTION. AL!AYS 8E CON�$�p ` NG SILL WALL S" MEANS OF (* =14 SNtF Cc , I To (2) A111,11'8 BE CONNECTED 70 BOTTEOW TW,k OTHCRWLSE A STOP PAR US 'rSZN1LOCS1A11 $HALL RE 060 141 , PROVIDED AT TOP OF StXH PANELS, RNNEIM2 E WING NUT Q. 1/1 '4 ;A TAT' Q I I/ R'j - A -%'/?_ '; �. IRS ' - _.Q. -. - Mv OF OCSMKD ON NOTE �3) ELOW). (31 11 IN PAN�� Aklr� 1�/11 IECTL "" - 'd N� I 'i V �I�I.44. A I'. '.S/37M HUMSISCRIOI, ,lr,l 11 1/. .,I/A MM"T" (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W,r 15- I. AT TWO TAPPED BOTTOM TRAM LOCATION OF FASTENIERS MAY BE AT EITHER OF TWO END PANELS ARE NOT CONNECTED TO -4 n.11STOP BAN WERIOR RAI FLANGES OF W PANELL BOTTOM 6-Orm1n, P.... AT TOP OF SUCH PANELS. (I)- 01 CASE THAT END PANELS ARE NOT CONNECIPM TO BOTTOM CRACK P­ A STOP LIAR IS ONLY USED AT TO% AT LEAST TWO PANELS SHALL K CONNECTED TO BOTTOM TRACK (A), FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY W .rE OF RAN - - INTERIOR PANEL MOUNTED TO ExulpNE; Si` RAN% 'ZjWL USING SPFCS INMAT ON NDTE %ABOVE IN SUCH CASE� CONNECTION OF PANELS MAY BE USED I 1A . . ,OM BOT_ TO BOTTOM TRAEK WAY OCCUR AT PANEL LOCATION. .Y D III I 80110 TRACK TO WALL W/ TWO PANELMATES ED WING NO $MOWN ON ELEVATION AND W/ 3 I - DfSTANM FOY (5>� SEE SEC-PON 1', 3' & A- ON SHEET 24 SEE ANCHOR SCHEOUL: ON SHEET Win, EDGE IS - - OR PANEL USED J fLY w/ � .'g,E 225� t'r MEANS lw� SHALL INSTALLED %,014HINI, To 13E MIR ED ,0 AN, Nut HELD � T ADJACENT PANELS (W E LEFT At RIGHT SIDE OF TERIOR PANEL) HAVE 01�"V, k TQMI J'A Q I . = ;N OVERLAPS RETAINED BY (�. ...... �. , , E `-!'O � *__ :,-- - �..'�. � \\I- FLORIDA BUILDING CODE (High Velocity Hur cone Zone) , z * 1. = WING T`LPMO. INC. = -� = � No, 4 167 .. = 20 GAGE GALVANIZED STEEL STORM PANEL I ,,X-P,, - S =*� r - � ,����5;��, - — - GLOBAL PROTECTION PRODU 1' �Ts- U-C /:� % - %, STAI OF --tr S_ __' _ � > 'IMLTE—c(�).... � AM , ,,,,� / -V, `� � ,�Jv _ , ,$ ,.> S.& 51 Smw ,,�k,_,fllo 110 , ?/ . ,.,. A, W14 ?I — A% Ei77 � . W-"=-'� Mir 1 126-176 / _3�.., 11�1.,IYJZIA, - - `A_ AM I 1.;� ._­ 4., ,T,;", ", - - �Twl vtl � �= c'-.06 I .., !�� ""`N,`N , *��� . PE111111�" _-1-1111--l" L WALM ,A - - - " i� = - __ , I! . Ha�-j --w.121. I INSTALLATION DETAILS FOR OPTION *2 POR LIEE SAFETY STORM PANEL SYST INTO EXISTINk-EOURED CONCRETE OR CONCREJE OLMK !SIP UR ,UCT ES I : _ � _ 111 � - I IV,.* TAPCO# A-CHM _,_;TA1'C1111 .1111. at. I - D.C. I " I -, , CON i " AGORED POURED 1OV11 " OR CoNaMMv- i OR CRE &k�i ­LI REQUIRED � REQUIRED � - I - 1 F-4i �'.. I F-CIA , ".. I , - __ -,-- I ! ,,;.. lr��rr I ! � � � ,;_:i I _a � I I 1 4 i CONT, I ; I � � , I I - . : : _3 �� I- ap . - i � I Ow Im i I I � I � I 1, i iq� 1 � - � I 1 6 I I 5 I i g I I , I 1�_, -, 1--1;�11- V, I `�C_____ , I ,=-_:.:��,�_- , I �, , i � I . i � i I ! 1 1 ;7- 1 ; i � , : ! . I I ! 1 I : I : . I I I j r ! ; : � t.,'4�j � �� ��,x . ,,� I � ; I I . � E "�,;, I . __0 I ; ­� i i � � CA* �� � � , ; � , 1 t " I I , I � 11 : �I � � 1`1 Ll!�L,11111 ­111­1_11­1 ­1 .,-I � 141"71 t, 1 14-10*0 t I ___ 4w, YI-MATE PLUS wy f . 3/12 WING NOT RASHER I 0 6 I/41 G.0 I _ POURED CONCRETE ON CoAr CRCTE � eLOCK REQUIRED ... ALL U21,1NO ItPLLATION SE00H 5A R—REQUR EMEL BrAtz 3/6--l' PIT SHEET If III 20 FOR ANCfORS TIM ok Aftm TIM , - __L/_A�-_ - �_ - I/"- w 1-4114W FOR thWAUSTIORS INTO WOOD — Z MOM Iw-R 0") 2 � FRAME RALDNCL WITIMUM ANCHIKT SPACIRRS ANN MINIMUM _E ME RIMOAJED ON tMc EDGE GRTMe __1. ­1 ­ � __ '_�_ � ic� EAII , - a I 'tCHEOULE FOR fl). �ms TIM INDICATED ON 'EDULE REDUCE! MCWR SPACM BY �MITPLVIUT SAACA, SAOWW ON semexpa JIVI"Wo lo- � w 3 3 iit, ROW ED, WX IIIIIINVIO FA" BY I. go,ow. FACPNRS� FOR INIS OPERATON To RE pasmtl "wo -,--,-.-�-2-L/2�--,-"-.�-,-��---"16 ­ ------ ­ ­­­.- SPA4141 ORTAND) USOAT FACTOO SHALL NOT K LESS THAN VNIMUM SPACIN� W "'M FORMA ANb4OR IYK ON 14M Dr SCHEDULE ...... _, j_I,M ­­­ r __ __________�__ - - - - - 1�_�, Ii� ­ � -- -iiw­ I ­­­ I", ___ I____ _--iiai - vaWov. 1. - 7 i i I I I r X= 1 1 I _CV F ImAxt nt ; j , lep. I � i - J I I D ro �­,­­� 11­1_�__ , v 1 I�__] "_._,___ -K-== _­11- ­­1 9 <_ I , VI *�� It ,� � I 91� , I � . �- --q ----. ­­­Ilf il 10 1AI:lk _. , <� , I r , , 111 - I L__ ,.�11��',:­ _11,,�,___ I . 49 .).� 4 - — V�_ - , I I I IO -I- .!� % ,r____�_­4, V ,',�:j;�,__� �,:��­ I . I!, �� - . __ RITA,iw � . � - 4- ___ ... � I - ,�,u C- i�L , r,RWIMR. i . . 7 Ow,w . I i 0_0 (.;I I . 0 �p t, � � ___ ___ j ---- I I 11 r=77- --�-----, i I ,0%.%- , 1 , L '! i I : Ir- � 'r- ,?� .r, I I I - I -;�, ,- - to I � I � !� � I : � c � � .;;�. -% i?_� �� - I 4�,""',!I�,��O,'�,'�, � , -a .- T:r- .;* ,p 0 I -1 ! q �� , � � I /-- 1� ;�,,,!� 11 ,­ I I - , I � E'D ..... # - I � � , * � � �� I , �9_ .!�� , I ; I I � : I � t . : (ON . i� % .'�; �1111' I i : I'll I � . -* 4 , �. I I � � I - ____1_____j -.01 01, , ", ' ^ - I � 1 14­1�'* 11 ELMATE 11-11 *1 - 'r , __ JI._. Y �IZ 5 — 5t� & i TEMPO) WING Nut RASHER .;� 11 i 11 : _ _POURED RETT, COPION CK I or, , 81.01 REQUIRED '6 7 11 � WALL MOUtIlING 1HUALLAI10 1�" 0 LIM SCALE 318*-," *�,-_\�CEN& �,� � . * W 44167 . � - PAr SEN11-r-ORE'love F � LORIDA BUILDINO CODE (High V*Ioc!2 Hurricane Zan 1� 20 GAGE GALVANIZED STEEL STORM PANEL r-p-,,. `R`M` 07/n = GLOBAL PROTECTION PRODUCTS, LLC. 0,/2, , law, RT SURGEr �! F, 3MI, ,�4---r-�_. PRONE, 0,O)W-75101 V^ f%-)M%­tm 20-176 i I - GENERAL NOTES, k_?ANQ_m=k I- E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT VVALUAPON DOCUMENT tP,FD,) HAS 13ZEN VERIFIED FOR COMPLIANCE IN B I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAlt FEMAI-7 10 & PANaMATE, ELLIS INTO ,0ONCREPE ACCORDANCE WITH THE 2020 (7th EOHMID OF THE FLORIDA BUILDING CODt, BLOCK SHALL BE 1 1/4'� 0054N WIND LOADS SHALL BE DETERMINED AS PER SECTION IINED OF THE ABOVE MENTIONED CODE4 8,2) MINIMUM EMBEDMENT OF 1/4-V X 7/e CAX-iN ANCHORS SMALL BE IS 710- INTO CORCRETS� MR A WIND SPEED AS REQUIRED BY THE JUR1SqF,tq,H WN -n WILL E LLEO NO EMBEDMENT INTO ANY PINISH MATERIA-1 SHAU. BE PERMITTED. � S-Ev WAI `NHMVTW0KCMGTkP FOR A ORRECTIONAUTY FACTOR Kd-O.R.. ­11N. - 7­6 MPfVUM (Arto)) 1/4' 0-20 SS SLOVINALK BOLTS NEED SMALL at LONG CNIGUOR(SHOULD ANY FINISH MATERIAL EXBT) TO DESIGN PRESSURE RATINGS INDICATED ON SHEICTS, 25 & 2e, ENGAGE 1/4� INTQ ANCMORS� I IN ORDER TO VERIFY THE ABOVE CONDITION, ULPLMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-10 SHALL BE FIRST REDUCED TO A-S,M DESIGN WIND LOADS By MULTIPLY" THEM BY 0,6 IN ORDER TO 8.3) IN CASE THAT PRECAST' STONC 04 PRECAST CONCRETE PANELS BE FOUND ON THE EWING WAU, 10 COMPARE THESE WIr wx� (A'Su) DESIGN PRESSURE RATINGS INDICATED ON 15HEETS 25 & 26, A14CHORS SMALL BE LONG -ENOUGH TO BEACH THE WAIN STRUCTURE 8EAND SUCH PAMS� ANCHORAGE SMALL BE AS WNP, OHM IN 8,1� A140 IN 9.2)� IN ORDER TO YSIFY THAT COMPONENTS AND ANCHORS ON TMls P�ECL AS IMM WERE NUT OVER STRESSED, A -13% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEP ANALYSIS, FASTENERS SPACING TO WOW HAS BEEN DETERMINED IN ACCORDANCE WITH MO.S� 2015, (C) ANCHORS SHALL BE INSTALLED MLILOWN0 ALL OF THE RECOMMENDATIONS AND sPECIF FICPP.611;�_ OF INC ANCHOFFS STORM PANW5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION IS25 OF WANIJF,ACNURF,1. THE ABOVE MENTIONED CODE AS PER FENESTRATION TESONG tAlIORKIFORY, INC. REPORT j 2032, AS PROTOOCLS ItA-1-2014 IT IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1HE SOUNDNESS Or T14E STRUCTURE WHERE SHUTTER TAS-202 AND IAS-203, TO BE ATTACHED TO INSVITS PROPER AUCFMqAGT- THIS SHUTTER SHALL ONLY BE ATTACHED TO V,NCRM BLOCK 2- THIS SYSTEM HAS BEEN ITESIGNED TO BE INSTALLED ON IRE OUTSIDE Or TNIE OP0494 ACCESSING THE OPSNINGt RON IKE OR WOOD FRAME BUILDINGS. INS , 10� AID THE USE OF A L40DER -OR UFT, THIS APPLICANDIN IS VALID WHEN INSTALLATION is INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR is TO ISSAL/CAUJ�K AJJL SHUTTEP? COMPONENT EDGES WHICK REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCIURE. CONTACT' WITH 'THE WILDING, 10 PREYENI WINTEIFINN INTRUSION CAULK AND BE& SHUTTM TRACKS AL_ AROUND FULL 3� SDAIES , I 000 (NSTAi-LA-11ON IS APPLICABLE TO SINGLE AND DOU$L4 HIM SME WINDOWS WHEN INSTALLATION IS REQUIRED TO BE LENUTI-C PERrITRMIED FROM THE, INSIDE Or STRUCTURE 13 STORW PANEL INSTALLATION -SHALL COMPLY WHH SPECS INDICATED IN THIS DRAWING PLUS AW PlikDtige AND ZONING, REGULATIONS PROMPTED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4, SERIES 2000 INSTALLATION IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORUONTAL SPLiDERS SIYLF W`NwWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM IMF INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOORSL INC. E - I HANG STORM PANEL SYSTEM" IS PAW PENOM, _�� ALL ALUMINUM EXTRUSIONS TO BE 6063-TB ALLOY AND 'DEMPEA, (UNLESS OTHERWISE NOTED) 15- I!.) THIS PRODUCT EVALUATION OOCNMENT lP,F-D.) PREPARED BY THIS ENGINEER tS GENERIC AND DOM NOT PROVIDE INFORMATION FOR A SfT SPECIFIC PPPWIECT-� ie, WHERE THE SITE CONDITIONS DE�V!Art FAW IRE P F-D 15� ALI- ALUMINUM SHEET METAL USED At CLOSURIES SHALL PONE .T`105-1414 ALWY. (W CONTRACTOR TO BE RESPONSIBLE FOR THE MECTION, PORCHASk AND INSTALLATION N�LUOING OFF SAFETY OF 7, ALL ,vr�n SHEV METAL PANELS SMALL HAVE STRUCTURAL OUAIM STETE, ASIM A-11" OWE 50 WIN, 11ALVANIZED STEEL THIS PRODUCT WED ON 14S P_E,D� F"DED HIE/S4 DOES NOT OtyIATL FROM -THE CONDITIONS DETAILED ON ,. DESIGNAT" WAY- 50,S k.I CAFTER ROUZD1, THIS OOCVMENT� CONSTRUCTION SAFETY AT S41E I$ THE CONTRAETOR�S RESPONSIBILITY, 0, ALL SCREW$ TO BE STAINLESS STEEL :504 OR 110i AISI SERIES OR CDRIR0510N ROSISIANr COATEO CARSPON STEEL AS, PER DIN W TMIS PPM40T EVALUATION DOCUMENT W%,L PIE CONSIDERED JNVAIJ0 If MODIFIED, W018 W1 50 "I YM ST �NGTH AND 90 kn� TENSILE STRIPENGTH A, SMALL COMPLY W/ FLONTCA BUILDING CODE SECTION 241 1J.3,4 (d) SITE SPECIPC PROJECTS SMALL BE PREPARED BY A FLORIDA RCBSItRW ENGINEER OR MCKIr-Cr WHK;N WILL , 4 -307 GALVANIZED STEEL. OR APSI 304 SERIES STAINLESS STEEL. WITH 36 i,§i MINIMUM ITTELD STRFNGTH� - Be RESPbNS PER _ BOLTS TO BE ASTIM A 0000ME TW ENTAUMM OF RECORD (E,O.R.) FOR THE PROjECT AND WHO WIL- RILE FOR THE PRO � - ; G AS A DELEGATED ENGINEER -THE PIE O. REM, SHAU. 10, ANCHORS TO WALL SHALL BE AS FOLLOWSi SUBMIT TO THIS LATIFER THE IiA) M_UL1WA_&WMa_"N' EEE- (.) THIS PZD� SMALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4'm TAPCON ANCHORS AS MANUFACTURED BY 47W, BVILOEX, INC� (MIN. t*.-3192 mt,_i.) RECORD THAT PREPARED 7, - 1/4' 0 X ?Ja- CALK -IN ANCHORS. AS MANuFACTURED BY DEWALr INC. fmN. I'­.3qOEI p.,,i�) I&- STORM PANEL MANUFACTUREIR'S LABEL SMALL BE LOCATED ON A REAVILY VISIBLE LOCATION AT PANEL IN -STORM - 114-10 PANELMAI, FEMALE 11 & .. PLUS ANCHORS. AS MANUFACTURED BY ELC, CONSTALCHON PRODUCTS. ACCORDANCE WITH SECTION 1?09,D_� OF FLORIDA BUILDING CCDE� ONE LA13EL SHALL BE PLACED FOR MW OPENING (C-050 P...I) LASEIJNG TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDIND CODE- A.1) MINIMUM EMBEQMENT OF TAPDON ANCHORS 1410 POUW_U CONCIRM SHALL BE 1 3/4- AND Z- FOR PANEINATE , FERVLE ID & FANELMATE PLUSF 1 A2) MINIMUM DASEOMENT OF 1/4-0 X 7/8' CALK-04 ANCHORS SHALL BE is 7/6- INTO CoHORM NO EMBEDMENT Win I ANY FINISH MATERIAL SHALL BE PERMT—MM i 1/4- *-20 SS SIDEWALK BOLTS USEPI SMALL R LONO IINOUGHISHOV1.0 ANY FINISH MATERIAL FYISJ TO ENIGACE 3/4' INTO ANCHORS. 0004011"HWAR i A`t t,?, A Tl� A", X3j IN CASE THAT PRECAST SPONIE, PRECAST CONCRETE PANWES, OR PAVERS BE FOUND ON THE EXISTING WAIL OR A,;;;�� I I I - - I . - � 'WN, FLOCK ANCHORS SHALL HE LONG ENOUGH TO WACO THE MAIN STRUCTURE BEHIND SUCH PANLELE, ANCHORAGE SHALL 4.. ",OCEN,s��%.,,�iv,,�_, BEAS MENTINED IN Al) AND IN &;T)� ..� ,I _S I 1" ' - - NO. 44167 1, (a) D_Q3m�1r_�=wE_%DaS_ftU =*, III, 1. = � **1 � ­­ -- . . __1 le 11 TAPOON ANCHORS AS MANUFACTURCII BY LT,W, ISUP.DtX. BIG. - S_ - FLORIDA BUILDING CODE (High Velocity lHur cone lome)j ­­', I -IN ANCHOM AS E%NU7ACtUq1E4 By DENALI INC, (t'­1506 px.1,) , ,.�5 1 �Uam Txmm ma� 1 14' 0 X Ile CALK 1-1 .% p, _t, " 20 GAGE GALVANIZED STEEL STORM PANEL PIP. - 414-ID PARELMATIE FDA14 ID AND PAN11MATt III ANCHORS, AS W444WACTURED BY ELCO CONSTRUCTION - I . , I OR," V11 I PRGDULC�S V­207� p-Ill) , ------\ GLOBAL PROTECTION PRODUCTS, I C. "'10'm"'Re -TE-C -- --;� - 01 LL , � /171L 0-1 f- - - qmo ,LIP, M SPIROT — I "LUT Tmm IF t-a0mrBIAR c*wMw7 D.�_ 11- n3l' .1K !.(��Jt�x �� III. PHOW (0411015-TIH!, WZ fRU,NN--R70 20-176 - .� '4- , = 1. <A�57li --I — I- - I . - T!!2 - P,� ��,UWVQATE - wALTOR A. . - - '.�,"JF' =_1 I - . - - VW 21 Of 21 ... . _ ;1 i AM _�j . - 1 __ ____ -- INSTALLATION DETAILS FOR SJEI:1111'.5� 2000 AND 1000 E-Z JJANO I _ �, - [ _ , - __$TORM , PANEL (I)- INTO_eQ9ffD_C N�� 98�C�� ww=______1_ -1 4rel.- OXCAO-1 �� gm - I� E� ,��,, - � .) _\ S r-1 �4� - t, = -.,=� ��'," 4 - I ') \_1' - " , , � � Iwetaxz) � I ____� WFIM4 - ,� ..w. Z) __ _01, lw�j TWR%TL I - ,Z� F , =_;. A � Ile � ­_ _ _ I -Ia45� -, �� _\ -1 I I F;rvz;a�g I � "t�lrgl - - - �_05 - � kEA1IRMI _­.� `�_ q I CQIf"K7_ , , __ I F-I - ---a, �,�, ­_�, 4 - - _�� - I A-4. 1 . 6 11 i � I -,��,, MraOWL.. ill , ea,m, 11 *� 1, 9 _VWO�1? W - , , - l em--W) T',`,-,' - N, - I ----T--n -,-,------ I I _i__T__,___==� 1 -I 0 i�`�,, L � L-4 I _"'�,',', w � �, - , 9 -I----------- . - I I I , I �� -11 = : !q � -I a;j5;;­ 1 7 - , I �,$_ . 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" gc�, I � w I/* - ____ ­,"J � " " 4�� I i I - J; 4_ -, 11 "If'. m ED re".0m : - � " *,�­:�. 11 Nm I ........ � I I - I . ; �.. � I I I - - " . r. IV wwwL. A 1�'," 1 I _�, . MAII AN ow NO 6 RAI ,rw�)�—_/ . I Lm � (A' .#wIK w7. 4 Ur blF (D F-1 I= Rblaw mommutIG - - - I �� - � WALL WOU NQ INM I'll, L.— ,.IF* ' 0 W%4: FLOOR TO CEI _.� - I I - - - SCALE 3/6-l" I- __ I __08 I AQU"I - W111"T'd � 1 smx 3/e.1- I IMP` S`OO w-"vmmDm no, / _�, I W "'HONIIIIHN'T L A - 6 'N' " _ 01��?� A, I I - I E ,T. = , "%"� -. V 1 1$ AWIT � j OF a ,,01, I /'I'. 1 4 � - -v rAl 4, aksm aN 'm . * \� - I *T - � �.AUAIX. TIPP. . 11 - .. I I 1E, 11 - ..., 2k I -,-:k , , - 4F .. V\ . j;1, 81 I � - i1i%W`Tdb & V 1� � " '. . I Z *.11 NO� 4167 * S I . - -1 I- - 0 = . : - FLORIDA BUILDING CODE (High Velocity Hu icqne Zone) �!__ I J - � - - I" 'A z �= I'LlmO. w. 20 GAGE GALVANIZED STEEL STORM PANEL , FP. A\ Z 7F - - z, -1 ,p% STATE OF - - '"N a, LJLJ 0% A .,gk I DETA L 1 . �,01 ;�_� GLOBAL PROTECTION PRODUCTS, LLC. — SCALE: j1Z . I' )ff." 11 ___ - � / IL ECOmMe. N -w �i.w, IN s'Am 0.4� ' ] ­ it . . . . . . . . . . & Emma a r Y IC -Z, ., . Mo.. (WHIXIE.� rw PPM,,W.-.m 20-176 ., ., ., 1 I WA-�� I - I­ L.1-1-11 11 I IT r 1--l" ­­­ - c,-, lt� _2! �" wAL`TR k,lu,r ' - I 1. __ A,wel"'IL.— 2= - gv I .4VI P_ n!.� z �7- �_�_�=� - , 1 1-1 � -11, I I -N-0 (D (1) r- U) -0 —Cu > (1) C- -It, L_ (D (3) JL_ CL CL = 0 -m 0 " = .&.." m 0 -0 Iw -1l.- a- a) . (1) -t:� = a) -0 (:) 0 0 -0 .= -0 C C: 0 L_ CL = -2 (1) 5-. CU = 0 .O- -4- CIO LL ,,- C) — co > .C/) .g) - ­0 (3) ,n E= " (D _�­Il 2 0 L_ CL C- � co -0 "02 .= U) m_ < U I or C/) _�., " (2) (D 22 _4__j 4__j C/) :3 ICU > r� I L_ 2 U) CL 0_ < (1) -6-i 0 C =3 -0 m 0 L_ 0- 0 (L) L. C/) m " m =3 LLI 75 < z z < __j a - SHEET NO. SH 1.2 - �T T .1 Rip :!I.I-. , I Q 'L� mxfi!1wI1w_i"1]wIW1q1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1�41 - I - 99g.rllim]N"Ffi-i.lw%w�fo7v4-&lfj 117w-v�4-imbl*lt�i.N4i4--i-itj:i4wo�itil�6i,�8W.1',Iuzi�14-i��f�l.iflI - ..; 31-111&* __ I - ___11 If'" ,"Wmi.T,W,W,f.ljw-lilol't-Mi�lt.JR.i.l�L.i;4311:w-aoibl,Loi;4:41m,ig.4'emj;ww,,,,.,,,.,M-.. rm. - - : I,- 3was . . . *AIMZZIIUWH;I;Ojr.vw,l.�-Al ql.jpizluu.j�oy-ldwoLm"mml.i&,W-,WUA.4&-i*mlfc..i�AW=ilionw-f.m"Kl= m m MAXIMUM AS.O. ' 'D 1 -_ -_ 1 jMum NG PRT OE%VGN PTS."I - E E M APPUCMB� TO TIN G � n G f�) P � NDMON __ . �"� .ffc, -75Z J� 1 BOLTED - V. 2L� , 11W '� __ ___ I . -t-- 21 '3"W 4 - - �60 _ , .96,0. 7,�TT 'a. -7&:� 70' OR LEBS 1 - 2 va BOLTED - I & ,'W - 00 oit�TIED W/FFR�PiCM/4�71-', UA 4 WINICNAIT AT OVERLAP or 40TI5 OF PKINCL 110704 Vasa AAKEI� - - MAXIMUM ANCHORS SPACING FOR -_ 0. - 3 1/2- - APPLICABLE 70 _ _____��� 1 II-!- I 1'1'R'1!;N RATING mAomu. PANN LERM v �0,4 TAPCONS I I rAU;_1m PANELMATE FEMALE 0 PLUS SECTIOTTS IT & ANY com9fNATION - TO CoNomm IQ -;Ell To CONCRETE 10 , Qa?aFfff ek �F_x TO OF 'NEW ...r. rztF�_2 12, 1 NIA I 12, . , N/A 12, 1 N/A 12' 1 N/A I- A 2' (TOP) II, --I-- --=:] 3 � — 61 4. I' (BOTTOM). 9 _=!� I 1. --- � 3� 1 112, S, _- , 6 — a, S, ____ ____4__ — --,-!L- SERJ81570M) 1600 +t- "&O, -75.3 NIA N/A '� N/A ---t­ N�A "/A N/A __ 12 1/2' - 11. V (BOTTOM) — - I 70" 08 LESS 7" — N/A � A 1/2- NIA 4 1/2' NITA 4 1/2- N/A i S (TOP) 1 12, — ----I-- N/A L 12- __L____4__:L_ ­_ N/A IT ,/211 — I- __�/A __ , , N/A I S (BOTTOM) 12, � N/A i i2- I ;/�_ 12* _n�� N/A 1 'S' 1 N/A 1 "� (TOP) 1 12' — 1 6' 1 IV 9 1/2- — 12� It- 1 � 12 � I I I I - 1 A- (BOTTOM) 1 * UNITED TO FAX p-1. A.Sa. DESIGN PRESSURE RATING A 4TEr SHEET 26 FOR ANCHORS, TYPE & SPAC44 FOR K-rALLATIONS TNTO WOOD FRAAIE BUILOW MTRIMINk ANCHOR SPACINGS AND ATIONIUM, UGE OWA9M ME INDICATED ON THIS R G`TSD ON S"NEDULE RMUTV SPACING SCHEDULE. To EA LESS THAN IND!, � MD'OR - BY MULTIPLYING SPACING SHOWN OR SCREDULL Or THE MWW44 FACFMRS� FOR THIS OPERATION TO BE POSSIBLE, REDLOED SPACTITTO MWED USING FACTOR SH4.1 'TOT BE LESS THAN IoNTMUN SPACING FINACATED FOR CAW ANCHOR PPE AT A104M LIBSEND, � 1/4-* "' j, A#*" VK — - 1- 14�1_ 1-2-44L. - NK_ ______ , MIA. moTae VA.w (4,1 I t! I � 1 2 1A - . I T�� � I. �. I. 0,2, A 71,��* - __ — - -'-' [ u� a.. Q�) 4 , , - � ,__��- .4_�_ i . - I "IN, CA �WWQ fox" � III, . � j- Ilr :!!- ­-,­­ 11 ­­­­­ - ------ .— __ -1-11 - , - - __ - ­­­­�.!�K-____4 ,1�1 — 1 �/2- - '40 I I I - Too I I r-11 1_0 + REQUIRES a0r, VGTkNOE BETWEEN BOTTOM OF PANEL ! AND (D TO BE. vv T _Jqr V_ I M-X + + REQUIRES M- T DISTANCE MWELF4 BOTTOM Of PANEL AND 0 TO $E� J/ie kll 3.11-1.6" ____� ,R I QRM PANEL SME M-S I (SCA LE t /2-1� 1 ­ ��ll,�--I-,.1,5.(TOIAL*DTH)------------------------,--- - , ___­___'_­_____­_­_'____ - -- ­ ---- ­ ­­z.l87*­--- 7 i i �­ ,--�.-.---,,��--�--,-----.-,,-12.500- (EFFECUIVE WFDTH1- - -, _____ -------- - -_ - --- -"- __ � 1­ _.L--r ,­fga, i - - 1XII-2W/4' i I ; - -T,2-%' .7so --,, _Sz- STUB porcrom i I � 474� I �, To AND" 0 6 1/4' T - -1 - -.---- -,.---", 0 1/4' (Typ'),_.- --- � - ,­__�' � I 1, 11 I F_ ,'25_'__ � OR To il I I " '), I 1 1�2k' � ,188t,�, , 086' , I I . 1�1­,13S - - _1.3ST,__1 �111�Mso* 7 , I , � - � ��'�, '��, I � VA. � a 4 W) , I I I I ; t , 5`7 K 10 , I I , 1-Nou - �� - ,� " _­` �� � ! i __1. -­ I"" - � , � ­__ L-.---, � � � 1 I f __ -------- .: , �_, . � --ajooImT--- -- I - " "I'- - % 1 , , C.� 0,024* MIN, TW,X *1 , �,,�x 11 :LS751 � � _7: � 1; I. � - - -11 ,;,, 0 , 1, 00, " � � i PA' "e, ( , i HEMMED , i . EDGE _. 'XZA'- __ - if '11P* 117,1r - ----I t i I ' r___ I _ I � IRADE SO MINIMUM HIDAMED�' 'zw � 2.1�6* � - 1184' ___� a so MY, EDGE _1/ I I t I DID , ,�i�,_i 1 I ­- DETAIL A 46 _� _ __j�l , F" 7 -, - ___ .--- _ ___ , 375' 1�_) - - -­ DETAIL A- L__.__i___ ___ - ; --I imn --I (!)STORM PANEL -1,35%0- - 1000 --- � PANELS SHALL BE 045"MIZO ALWAYS - ---2.387'- - ---' FROM LEFT 70 RIGHT W/ 1/2' IV, 03 7- TWK (�) ANQU-MUTM I AT END AT LEFT SIDE Of PA14EL . I- 'l-l"', jr, TOP EDGE: 0.024" (M;r.) _��` I - OF FARE, I �", -, �. I - 11 CADVANEZED STEEL PANEVS vvP Ltp -I' I',' - _� 375 . : IT-270, � I I * v Neiwm rwi , , -, 'i ..... � ---- I * - ,,, __11 , ,,,& . �0.05' I _0 -�, PAID, -1, , /I ), - � 1 /k, - 11 - ,1_w__ I � - - � � /_11� � - � I � . � �� //, - , I ,-�.� 133 i o-270 , , '_ , - I /, `--�_,�, - ,� --�,��-- 011L -- 0�17'1`- " , � __ -, ­­ " , __ : " � i "I, *`T� `­ -_�`­ �_� I ", - " !-�En_!_, _ ... � , I- - I � , ,b .. - � I I , '1­ - I "`11 1.111S. � � I " HENN _­_­,� _­--�.q 40270w �� "I-, 7(_ -- -­--75qi­ - - - I ,, ! / ,�, OR (go I - - 2.250- -, - - - � - _(1_8,� ISOMEM YIEW OEM" �T,ii;,�_ , " --. p�,";o-p?,Aotl. , , i � I , , -L'I ,.�,_ , - I ­_ i - �,o , FOUNDED COANCR 0 ENDS Of PANIEL'S I - Af­ws, 1 "4 - I �- I( ! , �S�O.Nw m, 1 END UP' W/ HEMMED EDGE, I ... I-! __ �l � 1 i t3la* ­-- 041S) J75' � I � � .1. 1. .­­" lm� fur"010 XC I AaJ I I'sw I-,-. � __ 1. - - Of Pma I i I Jm- _L� 9u_AQLE_ft�hm � . r____11___ (�) (�) KEY H9LE AT EAN - —'-' S,75Q, 1 2 I � � MIA.) 3 ,072' � 4 f _! __ - : ,w i , F­T&I , -i 11E1 SIW I i - : - I� i i I I M .AP= 21,24 -'.-IWI __ �Blr I F1 UMITATTIONS IF . � I H IS , TF I ,091T 1 .125' L_J4 ONLY 11" 100 INSTAILATIONSINTO � � 1 SLEEYE 2 11§ I - � WOOD STRUCTURES -_ ", i , : ;_2SO, j V* (�) 1 4 - - - -_ 1 31 MAX, LEMM i -_ -1 I 1 I I c I ". * " __ - ______ I i-2-000".- 2.wo* E JL7W 1 ­19.3' 1 2.000 E. ­1 L I I ; ,125' . '- - -2.548--_ i-118 . i Z�t ! .I - *0 � �,7no, � a - � I oi� - i i � _1 � MIN, TO 5' N.A. -- - I-, � A I I I � � - -7..ma' - __ U-.- __j 0� nuff-ILma. I (0 "r__mQK UK @ AN= (1:� EA EL HANGE 1 1 .374* - - - ­1000, -- &� -� . I -%ft.-: TN'TA0707"t1flook - t ,,,, - i 13 r'" m. 161i� - : ... 4;;�% I t j � - "' (USE WM'Z.ft PANEL I ­ _ . ..... ___ �Ia,_J 275, sw* 17­1.- ___ I-- -- -� I AG. , I . I ... .311* L 6� : � ­-.1-1 r_ I I mloi'-J�- i , _�, f4v_-,�imi�� I%. SYSTEM) 6065-TE ALUM. ALLOY i 4;�__ r ' 'i - .. ' " - = ; I-, -"---- -_ 'I ­1 No, 44167 , S 1. �­J____ -,I � ___ �� I I - '1' 7 � , FLORIDA BUILDING CODE (Von High VelocTly Hu cam Zone) 5�� I , � � __ - __ . If I'IS51 �IA .- ­­ 4 ___ I * �*z �o 1XIC'm IHC� FYI I � " 23- FAN, a �po MIN, a 4 1. - -_,W . I 100" ' � � i�. L____.t__ f Z4 Ow" Of, j aw 4 � 1�� z GAGE GALVANIZED STEEL STORM PANEL , R,C�r ,R� , - I -11`� STATE OF -' - - I - -'? C - - i — I- -jp,., P, w/27/1,1120 - �i MP-) � L , -- _-7, -Z� , OT III, , , - ' __ I-.- - SEE SEMIS ---- . `P , - - ­- 2�000�-_l 1 1 ., L O GLOBAL PROTECTION PRODUCTS. LLC, MTL- � , 1 I ,�� 'P. , � PRO S,W- S .Tw — _�� - �� !I�� , �k , "o, DIATE, M'=14 20-175 �'1/0_4."21.* ATRXIE- (�)WP-7� AX, NT")W-b"7_ (�� BUILQ-OUT, *E"_ q BUILD -OUT WE" TRACK g & (p� WASHERED WINGNUI . - CA­0006710 -.1 - I-t-I — -4- oRow,io- IRACK ANGLE (ZAMAC 3 ALLOY) PX SEkj`Rt`A`oT"R"oX`Y — ri2�� . I . SHEET, 2 a 10 . - ­­_ --- ___ - - mg,m 'Z�,,,i- __ - i , � I � 4 -_ I CONCRETE ,ANCHORS (SEE SCHEDULE OW SHEETS 9 THROUGH %,nN&PI,)",,1.�1 _, . IC 'R .% I a (4) EXISTING I CONCRETE UOUTRED ­­T_­1 ­­1­11 � : ) � �_ : � � � 7=1� - 1�. M.. � PANEL LENGTH � (SEE SCHEIDULE I ON SHETF1 3) i I ) i � ,O% OF 'L� MAX, I 0 i 1 I/v 0.0- � I ___ j __T I11-7 EDGE OF WALL OR SLAB ". . - ,� , "" JAIT. CONDITION) §Hrm- 0 THWUOH 10) --- --'I,-- - . CEW G ANQ FLORR MOOM ww ALTERNATE CONCRETE _ FICHORS LGCATI : t SEE _ SCPCDTJLE 014 EXISTING POURED CONCRETE-, ' SHEE-TS 9 THROUGH 0) OR CONCRE7131OCK � , � . REQUIRED, 42"', -ATERNATE LEG 10) (DO _1 I I ! _117 MITON I'D GLASS, SCHEDULE ON SHUT 31 1 'Ir , I-- - I � I � - 5N.'T1�1. IQ, �_4 - -MD-Vffm Milobl'a SCALE 3/8-" z : 0.44 = * *. - I * h91L_f9R_wm%9&1LQh_9f_S&0m� � ", E.D. - EDGE DISTANCE I 1&..� STATE � (SZE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE 1� 04:., 'tORI SHEET$ 9 & 10) COMBINED IN ANY WAY TO WE ANY `,<,'� 46" INSTALLATIDN, __ , 1, -I -11--­Ir -1 � ­ *- 1-1 -1 — '10INIn" ______ _-- .01 -ER - co, TO, W" OR Nl* �4. - `(/ Mff 1. , 't" , ) PANEL i (SEE. SO : I I "" SH, IF 'I: . No, w EXISTING POURED DO OR CONCRETE BLOCK REQUIRED, CONCRETE AN (SEE SCHEDUI MIT, SEPARATION 10 GLASS, = SCHEDULE OH GRErT 3) 1. 02. � I I 1 OF % I MAX. CONCRETE AN= _' ,,,'- ,g� - � j _­_;� '1_-;-1-.L�j (SEE $CHET )I, SHEETS 0 THROUGH to �­ I � ­ I ,%- 41 ,f ., �', �� _ ,i�, - ff -- ­ ", , -I �,�_ ,I LF ONG WAX AiMUTNUM _) SPACERS 0 5 1/4 . � � " C_ VAUD FOR , � EXISTING POORED CONTEND AD ALL DESIGN LOADS NO PANEL i LENGTHS PER SHUT 3, cc OR NCREIT BLOCK REQUIRED _ I I r Wir" k'�'tUNIVNI SPACERS 9 ­-#_� 1; ­ ,�j� 0 '. iSt TABLE #i 00 S14EUS 9 A, 10,) TI UNT WISPACERS (9-) OP_� SCALE 3/8-1- tom mtroo, INC i 24 GAM GkVANIZED MEL STORM PANEL L I E C 0 i me - \ JOLODAL PROTECTION PRODUCTS, LL 20-175 - -- AN TAO P r I_NTO EXISTINQ, WOOD STRUf,T_!JRES - 1 77�,� - - I - � , �/4*1 IA1 SCREWS 0 V 01C, W/ - . I " w 11 !, - :Z� - - . I I vr Tm� O,R&m pwrRATION I ;1 I I _� / i ! - (3) W., 2w Now -1 , " - � � �� ­_ _-, , " t/4'. LAG Scran 0 61 O.C� W/ , ",;`�, 1 - TO EPSIV4G. WOU, HEACHR, I : "I I J/�`Y LAC Svm*, a V O�c W/ � --I Ij KADER RFOORM If ` I 1/2' W� IMFAZF,b POTr1A,,1VN I � . � "I CA ON EDGE 14' .. ,#vm- rERmAtRI', I � I � � I I - �� r-m "6,No wux .EAM� - �, �,-,,i d � --o.". #,,w 5.5, 1 iH - - I , - 11, ,� 1� % "' � , , To ";S�rltfq wvc-m - '_7� , - � , � I , I -7_ , I 11 I � � T� � I � I - 1� ,1 IT,/ , - - - @ 11 - N I - - - , " 1 k. I � - , ,� -, - e'l-.1-1 �; - - - �1' Votic IT I ,� � , , , ; ,I f I ---@ C-C J14�f' S�M.S, : il - -1 - , ��,!' I -1 � - - - .� FT , .1 7p, " /� � , -10 I � I I ; 6 1 � L +t,r6 r ,, � I z � i� .� , , , -, I` i W/ - , ,. , �, 5� ' . I I ,I ,-,, ,?�-t,,- - - ac , . 04", sm-S, , !" 4�,_,;,,- j I ,� . ,2 . ,N. ,'. - D� TPU Of @ f'_� "/,�%rr V./r, "Rm_3,_,� - 44 Pi r - _T__ _ - I- - - q I - I , SC '. ,"S".0 TP)OD .EADER, - 1 1;1.1 "'LlAk", � i , � I I , � � " *NC NUT " - ., pl , r - � , It %1�rTllr I J11 i - k ,-A - " or CVERY T , �, . - , - - I (SCE DET14L 1/2� . ') I C-t 1, � 1 34 __NS�IA_KWSD -D v"!w',,0-­ i;=T o JI-1 S.'s , � � ,�J, I __ _��, , i I / 1� , � 0 Ek END Or 0 � 4 *` i � - lit mmw- p (THF-) ti I I w 7 C_ - - � ly"w g%eER I ___0, F ­ I NL I * I l I I I - - - --.J- - at �, I � - - i . -, ­� -_ , - I ,,, I I , '. " i a .mER IIETIL I 11 - - 2 loylt, W.. ,�A , W/,. 5 4/410_20�v 5 4 I - , 2 911%* uh, , -SEPARTUION - - Lg - e.-/ "' I � ', - *�IARAVON - � 1� m CLAM /S."a ze d . , I - '. v I A2, OC I T IV silwa, ��,',-- .. �­ , _�, �Til '. .. V 2 "'Er PAT 1 071114 1 1 ITIEV" , OVERLAP � __�� 9 - ---I-*- - . I a f . , X I � - SIPARAIRT, J,A I -, - _ -- � I Y�',T-2wp- - TO 1;1LAS1. !,/- ;14�_;tw­ V . lw I 4 -11" 1 5 , L 2 , j,z/ , , I . § I - i ; = p . mn, - X ;,6R,;;F-.wj It 4�� = I - � - - ST if a I I I , � r , , - .9", 8 TO GLASS I mw 01-ftm I EVE � I I OVERLAP` § I , ­ ­ ­11- I 1! I f i I I I ___1 - I . .9 . T 11 j I - J­__ ___ I ___ - 4- ��_ -1 � f, i f .�. § I �! - , I I , 4 j�i �_ .1 . . . I ; 1 k 49 1� ff , " , , � 1 0 � 1 61 - � - - � j �,-1, , I I e ,� , "e t,j TV , I I I R � 'i I .- I i 11 J 19 � - -6-A . �t- e � �5 . 1,11*7- a N 1 - S;.;A1 -I ,,jS T 1 �j - � e f , - 1 /83Z 11 3�� , - - - 4­_­< 1 8� " i -4 �, I I '. � 1__K_, , - 1 I_ I _� 12 -- u a - 04 I - , 1 - �__ 21_1 1 , , , 1 1 - . _ ___ 1 It ------- - \ I -1 "! I I I I ] 1-1 --- I � j-, -r,-- v-) , s[­ I . _17-L't, - "J/ ,V fEAV 0 I- � , "1/1. �, .,� q��TFAZWTC 1 OY �P� A \ PLUS 0 - 8 L ­ 1 �2) . �. � �, [ / .7 -I W*-2mo , �9� , - __3 -t-1 I � I - , I � , - - , - _- QUA;�Ilvlow,Nmz nvz* �� 1��j T. ew�w, -1 _. p6TiiRxfio4'iF �5. O'c I z ,, � " 7i - fj4Tv Lw; Sm" * 6. Oc� V/ - : --I 8 A �, ,I `_j,� TA,, - Aw GO if,­T,-mm3p- ,, � i . 7� -- TFIVArorIc"OEW (Ve , t11.11LF11�.T11G �, Nir 1, I , , 'IF 1pq�T­r_ _1C 1 , , " I, ; i. , � j 1;0 - .6-ij � 8 TRUC �" RFI � , ,_ , � " I , ,k, " , � A I \ tIT1110 Z W,1117�w & fw OR OR MICE ,- i 1-10 PAFX1UATE- P,US W/ -, "'FIMSTSCRICY I= POPE I- KLOWT �#t;rj�,,m.S, W/ 7/A-�Z/32- - � .j V M` PsNIUSACON 0 I? 0 ­11-1- �A , I I, 4 1;�' 0 T;: , " ERRS I= ­ -1 - - ,/ , NEWS. ­� - li" W TYPErum M ,�T,.­.m. �,�u/,. .� � � I I � - 5­ I 1�0­L'VjfTSC"NS " lQ&AITI/W ;i, I.) r , . .T.:014"Fulum ��`I_i'I�` ALTERNATIVE 2"W " � �6w RE-, ,,,, a OwIcti OF -4ATM ' o" - .' WALE 1/4--,- 1 1 - 10k X';E; WCOOTY'T FLAT 09 ON tDOE 11 i � , PLATt VITTED , "" L I , - � , " I � I &URNKIYE I "A � I , - CALE TtA-_-t- 1, I -�', , — - -T. ­G � � RQ=1 177� ALTERNATIYE I IME� , _��', I , 4"W, I IF45"ALLATIOU's ARE ONLY VALID FOR SUTI,%NI W-fFT A,S.D. DMSW LOADS � - ""oloff'"itu" - SCALE '14-.1- , ­��41 TEfiNATIVE A.-W N� UP "M +56-0, -?53 P0 AND PANELS LENDIN UP TO V-10�, S!, " A! , ;�i� Tfj '_ � 11,4?"!�,. $Qkf T/4-� z FOR NEW WOOD FJI C N"RUCIPONi WOOD MEASES5 TO UZZ SOUPs'EAN af­ _,,�, I � - �� '�Iukvi*__�__ , ,� I PNE K� Z Wyl SPECTFIC"DENSITf OF 0.55 OR EQUAL 1`_—, I Q __ . �, J_ t_` ­ ;� �, . S FLORIDA BUILDING CODE (High Velocity 4ur I our cont Zoirv,)l 1� VOL-W f ., TIO � = . .2m 11011101 FR, " SEE M)SIX oummoTtNTIS For? IMF or MOP BAR & AT TO, Is - . = V_W ., AvJ, Al MIC = * " �*= 20 GAGE GALVANIZED STULL STORM PANEL .1 ft � %1�1. ON WOOTT Hox" _ - C'%w to -5 - 1 T �' , - _� m IWO m 2000 0614.iAmo WK 09,011"111 RrOww'so, �� --o", STA OF 2n� 11- �F .%I,�, , > GLOBAL PROTECTION PRODUCT -, A4 ITR re��,�__ -'----- ,S, LLC, w/ulgm a 0 JV_ �., ­0 T`wl $1 MEET ___n_ I ulff_—T&Atos� ALMMW LHILADER Atm-EBAW; � I ­ - 4IAME. Ft �3311 I Too A, mm* WAMV403 TAN om cou"PtEv IN Aw I Fmw 10-l"A"?-rud, FA., N�)AW-1m, 20-176 9001ION-A-AXI; i N , / "'Z,,�,N .��,,, 5QN.L 1/4' . I* , - ,,, "I'll - - ___ L=L==L______j ­ � I - ___ __ _ - - ,I " ­­T/w - - i 111; Ili - I .1. - .. MoNo .! . �� � - s4ort 7. or ao, � � I � - - I I 01R,"I'll 1;.I:;-i I ". , ��Jjmaliw M"", jNMr,f.j1j4t7W4Nl.` ____ _PANE1_ - 104091JOA LENGTH L+- OR -L-" (ff.) 0 1 MAXW4 TLS,D. vmGN PRESSURE RATING DU�x�) I* or -) _____ CONORETIE & wow INSTALLATIONS t —1,+ -- --�:- -av 11-1. If-O, - .g—o 12'-O' 11,-8, :no -, , I, --a' lo'-9, - - - - �mo 10'-10' to' -a' 40,D 10 t_y . __ ;7_;�; - 7;Fo— 9--B- ' -;7--;-;-- __;__�- _,__;�__4�_ __ w_i---- t6.0 ­ - I ___�.'� � ---- __ __2L0_4�_,___ ___!T�O _,. �,�_ __!:�:L_ ____!� __ __t-�: _, ?'-a- _Z�__;�1_ ___7�-*- - 7'-6� �75_0 __ -- Sao 7�5' - F�� - 6, I ­ - �­ ­ IT ,-7, STE 0 1_____­__ - gav Wo- __ - --;IV _0 �1_0* __ Io'-S, __61_;;;__ __,�:;7­ F:F_ __ 6::;---- - _;�__O:,_ _V- I -F- faip 4--j- ... 6-9- - "a"-- - I.".., - I— 4r_;;;� 5- -_ TISO, ___t ";": ­;,.::�,�;7 - - I InEs , - I Be- I _XMLNMn_4,_AK_UAL_U_QR D,M�,(j), 0Awa_jAQum1w_AL1wH_LKQ"` MAXIMUM PANEL LENGTH (i), @ I I -L+- OR -L-- (fq 0 OAVMI;w A.S.D, OFStON PRESSURE (P-L) I. -f -) CONCRETE & WOW INSOUATONS t L+ —I- - I ;?AD 14�4, Ix-O* '_ ___ iiO 12'-10- - 11�7- - It -10 11�6, 10�7, -54 1 to*-Io* 9,-q, VO qT-6, 9*-2' �50 - 9�,' 6�7* _01_�__ _-, 5" _i7__;;_ ____ ii�___ _w__j_ __;;__��__ ___!�P__ ___!�_O_ 7010 _!L_�:_ ___L_!:_ 7,-5, __ZL_�L__ - 7`2 , - -11. ___a_o W10 __111.� 6 ii—d -- qi�-_ _-L-r-, 71-0, 7_:�;_ - -T-9- - __� 6,-.5* __67�7_ - 6�1- _111_;_v:,__ - SWO , S�__r ;00.0 IE-a- 51-7, - - 5" J- ______ S-�, ____L0S+O,_ fICO '-wS _0 - - S.-Y. 4,- to* I )IR's I - I 4*-8' MINIMUM SEPARATION TO CLASS SCHEDULE � MAXIMUM PANEL LENGTH - ' WV40 SPEED c 170 -p,h WING SPEED > 170 ­P,h I O ) . . UNRESTRAINED I RESTRAINED 1, UNREURAINTS0,1 Rtym"M N - 3D OR UES5 I� I I- -_ Ir 1 5 1/c >za To go 1. 11 I 1 2'---r 7 1/2' . Fso ­T­ __ ,� �_ 7 t/2* 1 7 12� � 1 NGIN Qn) FOR A rd 0SUM110 TOP WTTOM DIRECT MOURIL 1. 1U. I tmu,51 HEADER FICADEX I = i Ir I YRVCN I W,T,O-111UT r TRACk AMIPLE C -gNfkffi- oA,jLO_oot .r TIMOR c!`= - DIRECT MOUNT 4K __ __ -, , __ 1 32, �12' E_ 55, 1� __ 50* 44 I'SIX1,51 Mi) AND1,11 1351­1� — - __ - -E 32' ,12: U. 42' 3e '. - — 3 1i;,_TUwA,V1 w ____ 32' ,Ir 42' 67, __ so, so � 4 I - - I vu-06--our-IF TRACK XJXLE Sw _ . 1 - 32, - is- 60, --L6:-- se - !��� Al 00 SIDE CLOSURES L__1_____r_____ 32- I -- __ -- , 56' I- 56' D.M., 03� +2/4 , MAX AUL40RS (SEE SCHEDULE ON - - - __ __ $HEETS 91 in &it) * MItL I I 6 �7_ 11 -4­1-� -F-­T---i-;­-r-1--,�-r-- I TED PANELS ECTONS AS A�Lf) i i I I , � I I ____,____,__.____._____ 10,1/4, 3/4T 4/5, 5/5 & 6/5 1 W/6, 2W/6, ,3W/7 & 4W/7 '. , 40 ­-.-­­­---- 1-1.1--= M,1 7 1: 0 6 1 . -7 -7-r--r- -� - -F-r -T-- 7t __� I i i I i I 41, � 9 i � t I 1 s . i I i - - I I r, I - t - I -I_ 1, _ - I BOLTED PAN / I I . � ; BO'L W d`-�`��NLAP; I Ts N,S. T W/ . E, � (SEE SECTIONS AS APPLICABLE) I : I I ! 1 1 � I I : .1 I [ [--t-1 __ 1_1 I i f I I 8 - 1 1 1 I I I � �� I� . , , -7 1 1 1 i ! � � 1 1 � � . I i . - : ­- -I- -17 6LI111-111-1.7� �_ - I ---- 17-17 , a -1 r,,s;l - 1 - 7 - j - - - ­_ "I � Z_ -1ti—I 11 � I - � I � 0 __. __ � �"` , -, L "_,____._:-I, MAX MIoL _� � /4, 3/4, 4 1 5/5 & 6/5 " 'AN - IN � i 2/4 1 � i t, � � 1*1,6, 2W/6, W/7 * 4W/7 , L­____1__­­ --- ANCHORS ME SC44EDULE ON SHEETS 9, to A0 I)— � � ­­­ ­ 111_­_� REGULAR 5JQRM PANEL d.) ELEVATION I NJ�Sl /A- Mft. CAP 2gal?* -it-, (". amw -1 �i _"LL Aay) �, . � �. � I -) ,_ i __ I\ /vw�\ F! -1 : I p --,;: I � I ; \--/ -,T_�_ \_� - �0 I 1 __(j) NJ4- (2) PROCEDURE TO DETERTI 14AXOAUM PANEL LENGTH. GIVEN A FOSFFW_ ASO. DESIGN LOAD, DETERMINE MAXINVA PANEL LENGTH 'L-' FROM SCHEDULE CNEFT A NEGATIVE ASZ. DENCR LOAD, OVERWNC MAXIMUM PANM LE14M *!� MONT SCHEDULE. TFINAL MAXIMUM ALLOWABLE PANEL LENGTH IS COW TO THE AtiM DETERMINED PANEL LENGTH BETWEEN 'L+* AND "L-'� i4I SEE SCHEDULE BELOW FOR Mffo� PANEL LENGTH FOR PORD&MY 44AUACA� I I ` 4RTAL"IOM& TINTO *001) ART LTMMTO � 95 -A MAX ASO, DESIGN PRESSURE RATING 1 44187 ". I -42M TILTEOR M_ FY. 24 GAGE fALVANIZED STEEL STORM PANEL ORAMIN a,- * .- i .*- �_ TE OF !� �ki :> . w� \ / 1111.1 C 0 46dr, \ 01/27/mI, GLOBAL PROTECTION PRODUCTS, U.C. DAM__ ., , 4IDN -`!Z51, ,, TKUT N`!;YN`; . r"mm .� &W. 51 STREET I , , `(,�.R__. .. "/N"-- _�Ilv' - - !.W,- . (o,H )m__!, FAR 20-175 ] - ,�nFTF=',!,u­ MI,— (V­wof1T9 WALTER k loan J`_ A�E _____ __ __ - -ww- m,wm um � :K* - I -I — I i I �� 150M +-- . � NI =,. F_L020 OF, 4 .TV �, I -------------- ___ __ INSTALLAILO—N DETAILS FOR REGULAR P 1 JNjQ_WQ_QV_5TRY_C_T�ES ------- 1A. .1 1-1-11 _1T_.____111_1_­1_ �_­­.! � I--- ­-_-1_--_­­ - _­_­ �' -12 -, M',, 1 il--l-11, �', �i ,;--�­ _'� _7 -T - 11 I _ � 'F�_Lz ,`� 1 � ... v07 T�-j SEPARATION i I ij� WOOD ANCTORS ,F I � ", 1- ,�: �--7� �! i, , I - --- IS, ------ - I I , � � �, I . I .- ­ r o 71, 111M - IT ULE , * I , 11, r t �, , I h .,'-(SEE SCHEDULE ON , -1 , '. �­ _1;�U'v , __ I 110 , , __-.4) ,­1 ON iki5 3) I I - ,,A,-�t�-fj, � I, 2 - TTOT.T� .1 S . I .4 -1 � !I! , - , SHEET I 1) I - 11 " - 1�1 i A��g 0 IT ,/4 cc , 1�,-! _­ - I I I 1,� - I 11 x __ ___­*k=t---- =:�4- - = r ' — � - 71, I � � __�� 7, ,-,I, : ,�_X__, � . 11 � 1, , I ,,, I I I I .;_ �j� 1� " i " � I � I � , , I , - � � !� j I g , I I 11 � , " �� I i , /, , -_ ---.-. -1--­ ----I EX'S"Isa-11 I -I- 'L7 m­ - I 11 jgz ; '"' � I I I � . , ", � , I -____-_l PANEL LENGTH I , i �, I F � izt , Irmo NEO�Dla_ / . ,� �O � I t- 102, WOOD ANCHORS __ - - . MASS I 1�1 - ; � , I I I : (SEE SCHEDULE I i ___.11 -1A ___4 REQUIRED L �, 1� , �, , _�� !1,'1_"__,_, ,_�., / i� I I - (SZE SCHEDULE ON ON, ))_FOR k � I � ,,� 1 " , , . � — , �`VA____ I :H �11 , 1, � , i � ,g SHEET )1) "', , OlWiliil, I" , , I , EQT : P ,,, , 6 - i MOL I -- , qM �y� - 1 1 1 1 1 q, o�'i�_ , 1115 �, 'i ,4 � " � � � 11 � � , i � 'A i , � = + " -,,/�_i ,/4, ,� I �, ,,, , I i S, C - -, . "I � ;�, I I If - , .-ko, � 1 , ", I -I � - - . I I � I MA`C i e" " ��. �, !! " ­'­­­ ­_­____­___11i WOODR EADER �- ' ,�! \ ;�; ; - , H .1-1 ig. i I ED I I I 1, -7 i 1 I I 1-2, \ �i'� I I I g I � I I PEOUT ED �r : : I , / , . .U,_ " r - -_ 0, � "I" , I TSI, it � o i � ; �I: _�=__�;:�:�: ) , ,/ � � I ", :: I I � . i i I '! , I p � , - "', , � v � I ED - IT ,,, � T! , - - , I . - - 01 I , , - I - I " I , i� I T I I . , I , I - - Z�l " :"��­, � I I I ,,q­ � �� I - _ � j � __ ___ -, -I--- _ �, ; . I i I I I I I ! � . I i L"F_—___1 � ,�%, ,,,� � ,,, � ��. -, 51 L" I, MAX, LONG N,U*Kum SPACERS a 12 1/2, ", I ,� ;, D.C, (sa TABLE #1 ONT I I i i --HMT �) I ,,,.,, i i i � fl, � MT,_ i I I i -."( 7 i ,�� I � L p I � � I i SEE NOTE I- BELOW " LIMPATTIM FOR I SEPARATION " I 1 � I I 1/2- L014G swws� I 'L� Now F I A 'D . Mw ,-, i i_ �, � 1 0 I t__ 10 atm� _ I �7 1 PANLL' LENGTH , I , T ' I PANEL LENGTH I � IT (Slir SCHEDEfL9 (SEE SCHEDULE I i (SEE SCHEDULE , , - J � � � �r !�� , � i _PANEL MATE FENALE To 130 PANEL MATE ON SHOET 3) IL-1--_ _1�7 , __1f1___­__ - I 11-1 I FEET a) 0 , -:41 �� __ ­1 � 0.4 SHEET 31 , I FEW (SEE SCHEDULE ON SHEET 11) . A � " i � I I ONS I� lz.,:-L I I i I - _ _Y., - - A ,." . ."13 _ , , �, �, _ I 4 I AT i I I .1 , I mi., 114 , , , ­ -(m MR No;& � SEPARATION i 2'K4' WOOD - - --� I 7 11 TDAVU O's T Ir � - # TO GLASS, - GLASS � PLATE RMUIRED , _ ___., I -XiST-G-1 ($ES SCHEDULE, ZL'Mr-i i � :1 - 0.4 ST-GEET 3) - : I — A'li r _(D I , --,----- ,I �� I DIRECT MOUNT I I . . - "I 11 ... __ ­ - I I * : � W. 1-- % ­nllv�� - ____ ------ .11 - I I I I L � I 1 1 � I --- �__fg­;k, : SCALE 3/8� I � - 110 1 . -111, 1 - SEE TABLE #1 ON SHEET I I FOR MAX. PANEL LENGTHS * s6z . i__ '� - , - - -I I I I I t"'2 '/2. OCL I � I MAX. X&D DESIGN LOADS FOR THIS INSTALLATION. I I OF %. � � 1, -, - I Aw� ; CO 1,. I , �� - � Ti I � �� 1 1 7!I-L 1 I 1 � -_ 10 I i I-- -_ 11 - �.. I L�v , , - I . to " - IT` l I _ ,____ __ ".I I V - I , ox , - , i__ I , , ,-, 1, 7- �_vv �, I I do 12 1/2 � F I I ­,����i� - T ­11" 1.1� � ." � � i ", ,, �,', - ; -� - �q ,,, If ; I t I - 1�' -, - -, " i ; � 1� 1-1, I ___ . ANCHORS b=1 I I I �__ -, - 1 1-41 � , � F** i -I* ��, 44 " �4 .', " _" i I � STAGGERED W/ SETO -, I- , , ____________j , ; - SPACEM ITA 94Y OR 1 1/2, LOW W.� ",_1 --��--t__ ,� - � � �' (SEE SCHEDULE ON i I-- � � S;p � `� - , , ,-i­ --- r�"� � . I __ . ' m I o ­1 �, , , , SHEET I 1) E) RMAUAr4K G Lum TO A ONE STORY SULOWIRTS WITH 1IT-O* �'IL I � ��, � 1, �, t I 4) , , , "" � I ,-, , " I - - t� , J'XA" WOOD � � �i� I*Am W MOIN Poor HENRY MIS IS A K3TRNIRTON FROW ANY :� i - 4_�, 1 , , � 11 I 0AU)"00 HEOI WARST"if ORMOMM Tw S�w I III R� - PLATE REQUI :� I ,� ,I,�, q, -, WOOD ANCHORS � I i � � , � � , � 1* MIN, SIRPARAIRN TO OL45 WDIOVEO , - I I � " � , ��! ­'�iAOGERED W/ STUD i 11 i -1 - _ ,g�T4E WOOD M 98I i ft COPPONENT AA:AWL MATE ITAME 10 OR 1 , , tMWINO , � , ON SKEFT 3 MAY BE * r I �'. - - 1 2 __17 1 REQUIRED SPACED AXIMUN AT �,,, � � � !�t g) �U/; 1, PUT: I ,:,AS THE FOU004 MIT _V� ) SHALL BE A I I � -11 � " IM � OM IS A FAINIFITINIAT I Avg 12 ly�r O,T;� wvm � '� wo,+ , X4;,49�. I , I � I � � ��; ­111T 11, I SIN" ft)� I 1, �, ,,' ) 1 � l � 1 (IS mAmm As av" PRMSLW I m RN'LL , , � , , I I L - 1 Akow Is '6% ­45 P.o� i MAX, 94 6WE UNO,q IS vvitm to re "'r Aw WNW 1 ,, , 11 : , i � ___ _1 ��_ _ _1 , - [ I ; CI,Fs Ts A RMW"04 mm LARo" PANEL LoNna A"m ON 1 J- J L 1, 1 (2) mAmoLm STORM PANEL LowmHT M I MOUNI I sawkm SmEtt'll. I � I 72.' 1 - A IVEW12SIWCT (A] I TIr U?NK SWEPT CONIPONTENT 0A SHIM-1. RE ASS gocrAM ON I WALL MQUNT1119 1 (3) STORM PAW, INSTALLATION IS ONLY SCALE 3/8-i, VISIT IT, 0WALLATION Or I �t/r LONG SPACER 9A ITS ONLY I , I efro AN OWING WDD0 FRAME WALL I I VMM FOR WITAT ZONES L 2 No 3 AS DETFERM Of ASNA i ALIER�J � ,5 D_Jeet 2M � I ex,owos,mmm AND THE (Ifth ISDITION) OF OR FLOTNOo, I SCALE 318-1. I 14i INSTALLATION VAUD ONLY FOR WIND I OME I� A, I PER ASTM E I I ZONES 2 i Ale*M10011101% , I ; L__7� �_ I v A. Tfzz�NI i_______ t I I . A� ........... w", - - ------,-- - . NQTES� 1� 4�1'1 I , Vkf- EN 4 - - �� I--,. -, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zen.) - aQ1LfKQ& m: 1. INSTALLATION ARE ONLY VAUD FOR NITTAX, A,S.C. 9 f No, 44167 ". 1 0= ALTETXI� Tt*C� STEEL STORM PANEL I . = mWN Ift, , DESIGN PRESSURE BATING (p.&f) AND PANEL LENGTHS =*� * . 1 I :: , , T OULES. ON SHEET 3 (EXCEPT FOR = TOP & 90TTOW MOUNTINGS CAN BE AS PER, SCRE S <. Qv'- - .- I 07/p/m. COMBINED IN ANY, WKY TO SUIT ANY ALTERNATE 2W`J � . , STATE o � , , _____"1 GLOBAL PROTECTION PRODUCTS, I.I.C. mr, C_�� I , I 11 ­ — To NS7ALLAIION, i� .�!11 .6w Rw. 41 STREET � . � � iORID Wf� I`L� � 1 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD I 1�, ­­.. � 410 1� H NONL (IRUW-1645. F,fto (",T)""m 20-i75 MEMBKERS 10 BE SOUTHEITN P114C No 2. W/ SPECIFIC , , I - Nov" � L__2F1ISI1Y OF 0.55 OR EQUAL, 1 611aw nNAW"If � - 111. . - � - A or IV __�_ _____ I I , ------- — - RQUALBOM �TOISITOORFMMPIBINTELi���e,�*,��� M.)� 0) IO_.-, ��auw_�=--OAIN-2=,L�z�'it-l--.&55-MN � I DOCUMENT . ED q - 1/4"o TAPOON ANOMORS, AS MANUFACTURED BY U`.W. 8UILDE:K, INC ,:lSo') . "'O, 'ENT, ED ,GUTPUATNT,�, IN AG., Wilh THE 2020 (TOT EDITION) OF -THE FLORIDA SU'LUTO CODEL 1pf$ STORM PANEL SHALL NOT gr INSTALLED AT HITCH - #14-10 PANELVATE FEMALE 11) AND PANEJ,AT5 PLUS ANCHORS, AS MANEIPAMROP BY ELCIO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MM11-VADE / SR(YATARD COUNTIES), _CPM PER NDS- - 1'�""` LAC � DESON WIND LOADS SIFIALL BE DETERMINED AS PER SEC,ON 1608 OF I ,HE ABOVE MENTIONED COI FOR A BAS�C WIND 7/16"o - 5/8' WOOD BUSNNC� AS OTSTRIFUTFU BY ALL POINT SCREW, BOLT & SPECALTf 'OL SPEED AS REQUIRED BY THE JURISDICTION WIfERf STORM PANEL WILL BE INSTALLED, AND FOR A OIRE-_FONk0Y FACTOR KD-a&5, USING ASCE 7-16 AND SHALL NO EXCEED THE MAKIMUM (A-S�D.) DESIGN PRESSURE INIS 10CATED QN SALE-$ C I) MINTMVQ THREADED PENETRATION INTO WOOD OF TAP -ON AIRCHORS StALL' 87 1 112- AND r FOR ELCO PANELMATE PLUS 3. 9 THRU 12 & IT, '6� AND FANELMA1_1 FEMALE fO N ORDER TO VEMRY THE ABOVE CONDITION, U121194I DESIGN WINE! LOADS DETERMINED PUT ASCC 7­16 SHALL BE FIRST I PEDUCEP TO A.So. DESIGN PRESSVR�. W114C ST MULP.POING THEM BY S6 IN ORDER TO COWARE THESE IV/ wm� ".D.) C2) MINIMWA THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHA-L BE 1 1/2% No THREADED DESON PRESSURE RATINGS iNDICA',ITO OFI SHEETS 3, 9 ITIRU 12 & 12. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN ORDER TO VERIFY THAT AA4HONS ON IS P�" AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN AU OWAEJU� STRESS FOR WIND LOADS WAS BIGE USED IN THOR ANALYSIS. FASTENERS SPACING TO WOOD HAS SETH DETERWHEO IN C-1) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOOD S�k!_L BE AS (NOICATED, IN THT3 DRAWING ACCORDANCE WITH N.D.S. 2)018, - STOPM PANEL'S ADEQUACY FOR IMPACT ANO WIND RESISTANCE HAS BEEN VMNED IN ACCOROMM WITH SECTION 160RA2 OF C.4) MINIMUM PEN-111FATON OF WOOD BUSHING SHALL BE 5/6, 1/4' V-20 SCRV^ USEO SHAILL BE I 1/2' tM MINIMUM IHC AS0VF MENTIONED CODE AS PER AMMCM TEST LAB OF SOUTH FLORIDA REPORTS #41814.01-01 AND #O?,!S,02-09� AS SHOULD STUCCO EXM­ AND I" MINIMUM FOR WALLS WrFH NO 5TLCW. TIER PSrO $2-00 & ASTIA C 330-022 STAiNDAMS, AND AMERICAN TMI`NG LAS SOUTH FUDRIOA REPORT #112,101-W AS PCR Cb) IN CASE THAT Pf�CCAST TT�Otit, OR PRECAST CONCRETE PANELS R WOOD 004APS RE FOUND ON THE EAsnmo P,S-;�Of AND TAS-203 PROTOCOLS., 40 AS PER CTL CULAITONS PERPORMEO IN ACCORDANCE W/ SECTION I 604 Or THE I= 11 FLORIDA BUILDING CODE WAU. ANCHORS SHALL BE LOTO ENOUTGO f 70 REACH THE VIVN S RE BEHIND suce PANELS ANCHORAGE $HTAU BE AS MMI Ohn IN C 1), C 2) & C4) 2, ,411, ALLIWINUM FMOStONS 10 BE 5Q0-T$ AMOY " TEMPER (UNLESS OTHERWISE NOTCO)� EEC wEr, 1 tO ANCHORS SHAU RE TPW*J.,F,r FOL1.010NO ALL OF THE RECOMMENDATIONS AND 5PE-URtATION15 OF THE ANCHOR'S M440FALIURCR. 1 4L ALUMtHUM SHEET METAL IJS50 AT CLOSURES SIA�L HAVE IfUS-H14 ALLOY 0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN 04 SECTION 1 THROUGH 0 �SHETTS A , I; 00 MINIMUM, U-60 PAILVANUBE0 1HROUCH 5) acry- TTHAT 4CAMS0 & 0 VKAL4 NOT ME USED. 4 ALL STEEL SHEET METAL PANtLS W,L! F00Fl- ITNOMPAt. QUAJLrTY STM, ASTIA 4-05�i SPACE ITIFEL DEST"ION WIFY� 921 ks, (07ER WAIIJM)� 1. 'IT SHALL BE THE RESPONSIBILITY OF 'HE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUMPE WHERE 3HU17CR IS TO BE t� ALL SCREWS TO BE STAINLESS STEEL 30. OR 316 ALB, SERIES OR 00PROS40H RESISTANT COATED CARR.'M STEEL AS PER DAN ATTACHED TO INSURE PROPER ANCKORKOL THIS SHUTMP SHALL ONLY BE ATTACHED TO CONCRM LLOCr -,OR WOOD FRAME BUILDINGS, *_ 50018 W1 50 PW YIELD STRENGTH AND ,DO V.� TENSILE STRENGTH AND STIALI_ COMPLY W/ TT.OKIOA OUILOING CODE SVCTON 7 :T 10 EACH REGULAR STORM PANEL Wfr� GVET� 90 -� AS PER SECTIONS ;, 2. 4. S, 6 AND ALTERNATIVES lr?� 3W A �W ON SHEETS 4. 51 6 & 7 RfSm1TfVaY,L=AVE LEGIBLE AND READILY VISIBLE MAPPING INMUCMAD OWNM OR TENANT TO BOLYS TO BE ASTM A- 507 GALVANIMO SfIEEL, OR AM WAI SERIES 574AINUSS STEEL, WFIN 36 T� MINTMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE RSINMFCEMENT DURING PERIODS OF HURRICANE WARNING 1 �7, e AJ4�C,H,CPS'_"IO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRAT,-10ST IS to SEAL/CAI", ALL S4UF1JU4 COMPONENT EDGES WHICH KMAIN IN CONFFUIOUS CONTACT ViTH Id I THE BUILDING TO PRCYE_Nr WN D/RATU INTRUSION, �, I Aj rv_affm_mvffD&Q,w&-T,- J/4*0 TAPCON ANCHORS AS MkWFACTIVRED BY JW. ROLM, INC, (Min, f'-ZI92 P.b.I,) 12 STORM PANEL V457ALLATION -ALL COWLY WITH SPECS INDICATED IN MIS DRAWING PLUS ANY eLAOING AND ZONING REGULAIIGNS - 1/4' 0 x ?/W CALIT-IN ANCHORS, AS MANUFACTURED BY OSWALT INC PROVIDED Erf THE JURISMHOTT WI PERMIT is APPLFED TO, - i/4'0 x .I/4" SOUD-SFt ANCHORS, AS USTTRBUIM BY ALI- PONT SCREW, BOLT & SPECLN-Tv Cb, �V,. f,..3000 P...I�) I s in) THIS PRObUCT CVXQUNTONl DOCUMENT TE�FD.) PREPARED Err THS ENGiNUR IS CENFRIC AND GOES NOT PROVIDE INFORMATION -.,HE I #I'-IO PANELMATE FrM&E 10 & PANELWE PLUS ANCHORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODuars. FOR A WC SPECIFIC �INOFCF, �t� 14"FIBE SITE CONDITIONS, DEMATE FROM TH� P.ED, - TIVO YAWL "LIN ANCHOR AS MANUFACTURED W DVNALT, WC, (b) CONTRACTOR TO RE MP04ME FOR THE SELECTION, PURCHASE AND MWALIATION !NCLIJIDW�G LIT SAFETY OF TWS PRODUCT BASED ON THIS P,F�01 PROVC)LO Nf/sHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED OR ITS DOCUMENT A 1) MINIMUM EMETEDLIENr OF TAPCON A;NCHORS INTO POURED CONCRETE SHALL a 1 3/1'; 2' FOR E40 FAINELMATE. AND CONSTRUCTION SAMY AT SPIE IS THE 0010FACTOPIS RESPONSIBILITY I 3/4- FOR "k, NAJLIN AFTWOW,� (0 TToS PRODUCT EVALUATION DOCUMENT WILL BE CONSTPERCO MAUD IF MOD&FRED A,2) CALK -IN & SOUD-S" AJ`�ORS SHALL BE CIAW-DOM ?/a- TNIO THE POUREID 00MM-Tt PW EMBEDMENT TNTO , - STUCCO SHALL BE PERMITTED. Ile 4-20 SCRM USED SHALL SE I ',/`S': LONG MINIMUM SHCvw meco, Exllsv, W �BTE SPECIFIC PROJECTS SHALL Ee PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCH'f-XI WTJJC�4 IMLL 84COmE, THE I ANK3 I' MINIMUM FOR WAL,LS WITTi NO STUCCO, AND MAY ITS HEADED SCREWS OR &L THREADED SCRICTITS WIG HEAD, ENGINEER OF RECORD tEO.R3 FOR TOE P51JECt AND WHO WILL BE RESPONSIBLE FOP T�IE OLIT WITH WING WAS PROPM USE OF THE, P,&O, ENGTNEER OTF RECORD. AVIINO A' , A, OELEGAIED ENGiNEER TO THE I P,&D. ENGINEER, �TAU SUBMIT 10 T1,05 LATTER TAT SITE SP�bRl ORAW1445 FOR proew, I A.J) IN CASE THAT PkFCAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS lYtINI fls� LONG Oftum to KA-18 THE MAW STRUCTL?w BVIINO SUCH PANELS W THIS P,ED, SWILL BEAR THE DATE AND OROFAI. SEAL ,AND SIOATURE OF THE PROFESSiONAL ANCHORAGE SHALL BE AS MEFfTFOUIED IN A�I) AND IN A.4, STICKER OF RECORD THAT PREPARED R, (R) 70--9nmQ-Wi�RUC-Pi�-AS-11-W--C--ILI,I 14, SHUTTER` MANUFACTUFNEWS LABEL SHN.i_ BE VDCATIED ON A READILY VISIBLE LOCATION AT STORM I PANEL SHI.TTER IN ACCORDANCE WITH SECTOR 1709-12.2 OF FLGRTOA BUILDING CGET ONE LABEL - 1/4- 0 TAPCON ANCHORS. AS MANUFACTURED By � T W 80u:T.X. ING. SHALL BE PLACED FOR ET,Ew OPENINC� ODEON(; TO COMPLY WITH SECTION T709,1.3 01 THE - 1/4' A . 7/8* CALN-0 ANCHORS, A= MATJUFAMKD BY DEWALT, INC, FLORIDA BUILDING CODE. _ 0 X � SOUU-SE_ - 1/4 ,/4 1 ANCHORS, AS DISTMETUTED BY ALL POINT SCREIN. BOLT & SPECIALTY COr - #14-10 RkNELMATE FEMALE TO AND PANELMATEE PLUS ANCHORS, AS MANUFACTURED By ELM CONSTRUCTION 111110101,111 - 1/4- 0 ZAMAC NTAIUN ANCTHO-P-5, AS MANUFACTURED BY DEWALT. R4C - k . - I .. , . , ' . a.-,) MINIMUM EMKUMENT OF TAPC0Y4 AhZRGRS. FLCO FAFTELMATES AND ZAMAC NA;IJN; ANCHOR, INTO THE \1_E ` . v FLORIDA BUILDING CODE (Non High Velocity Hu Icane ZOCO) . . . . - , . - I BLOCTo UNIT SHALL BE 1 1/4 . , — - : .' .� Tk� - rY. 8,2) CALK. -IN & SOUD-SET ANCHORS SHTQL BE EMBEDDED 7/$' INTO TK CONCRM- BLOCK UNIT- NO PONTW44 67 .. = 24 GAGE GALVANIZED STEEL STORM PANEL ITFAIW wl� - f- STUCC? SHALL F,C 13ERMTF­FtO� 1,14- �20 SCREWS USED SHALL BE ! T/2- LONG MUMMUM SHOULD tto Exis'i * C- 1 _�, - " '.Ml _C0 To. AND I MINIMUM FOR WALLS WITH T40 STUCCO, %, -:�'. STATE F �'. - ­­ � GLOBAL PROTECTION PRODUCTS, LLC. - TM � IF- ,_ . . , * , - ,/ I ; . . 8_ 1 - TtLE. Tmmo ft vN;zm com,,A"y �3 IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, StU000 OR WOOD BOARDS, BE FOUND - � WF� � "O" 'WE -,I O A I , , � 51. �11 STI'm �.� �.� �.� �.� �.� �.� �.� - 's �.� , �.� - " A�_*,j ztj,�m '_­ f.w� vwm.-,,,UA. ,� tm­�)NmI i-XI"FIC AXLE, ANCHORS SHALL BE LONG ENOUGH TO REACH THE ANN STRUCTURE ROUND SILON 4 ­11 . � 20-175 , ,� I I I I I , , �,, �� AZ 111�1 - Z6 _;;­.+ ANCHORAGE SHAUL BE AS. MENOOFEEDIN BA) AND M 9,2) — a-ww" _5 i:i! p;:�m .-T _�l � 0PATow � -, , Q,KT— - !=K__4_g-_ I 11411i�lb,, -�F, P&1U;'1Nokft,1M1E :1 , . �� ... WI A. * - w, t� am al"I ,CC Ltm=I=LUZ�� -- =,- ,A ______ ____ - . - _ __ " I I I INSTALLALQ_N DETAILS FOR REGULAR PANEL(j) � INTO P QURED CONCRETE OR CONCRETE BLOCK SjRV9J_QR_ _U I I CONCRETE j5nNG POURED CONCRETE �_&1S=CNmwRw I BLOM F_­_0"R OONC9ETE BLOCK ! I 11 " 12, � 900"Am- 1'!;"/�, REOUIRO). E­"S__ ',��­, I CONCRETE ANCHORS (SEE SCHEDULE ON'_ ­_� CONCRETE ANCHORS (SEE SCHEDULE ON - " g�w, I SHEETS 9 THROUGH TOT ­49) SPfT 9 THROUGH 10) - ,-,(2-) FOISTING POURETO CONCRETE- of" I . -_ ­ J I CONCRETE BL(u�_ ,- U1*1*-j?0`o1 I I i 12, 1 .1/4. I ` I I i 1 ,)�, )1/4, , kr TRIAD MIT, R.-OLARETT, : 103 " __;;- 1 0 4 T/4- 01- 11 , I ­___ ---- _1___11__,_ I I , ; vll�, � wl� - __ __ - _ - - 1 -, ANCHORS , ­­ I I CONCRETE DULE - "-,-----"- I - , � SCHE ON.,__ I � - i -��, ->,�", I (SEE � I � It I SHEM 9 THROUGH 10) . i 4 I -1111, "I'll, 11 . � , 44 1 , j �, I " , ._1 , __ � , - i] _7 'w, . ­5 11��,' I,w­�','-, " A � % , mr,Aj I . I : I I - � I � rEE-of I I I , I i I 1 I 11-11 I � 1 L - in , q, � . � � ECL 1 1- 4 C1, ; i L 5 ,�­�g i I � It I ,11%1�i, , � " ----- -- _____*____L___ ­ U`.,_�I' f­ -,--- —MI-,--, ---T'-' I - � DdI - a SEPARATION .01 I To GLASS, g �') " I , - __ - __ _____ 11 11 SEP OR To MASS. _-L-_ ,/.,i_Wt,,. -­- I— S 1NLXS J____ --- A, I =�`;Zr��L 1_,�,.� I "' . E.G. - i i i I - I I I - , I , i F - -_ (SEE SCHEDLJlE I ;, e ,- 0, 7�,-orl - - FXTSTI - � . *L^ Mc., ON SHEET 3) I mv�l i i PANEL LENGTH -4 I ju SCHEDULE ON SHEET 3) I � 1 , - 1 �� I - � I'll, ..... - __ 11 I � .. I 7 . . 11 I ` - I I ' 1 1 �� I I � (SU SCHEDULE I i ) 1 4 F ON SHEET Z51 I 1 a 1 ; � 3 i � ILI M_ I Mir. I '- - 10 r I PANEL I&TH I I CONCRETE 10 __ _ ---. - I , .- ', � � �_Y­ l, , I ... � ILLE ,4---.,, (SEE SCHE ON T ! "­_­,­,j,!"=_ � IT it PANEL LENGTH -A I (SEE SCHEOu - 1 1 (SEE SCHEDULE , .L I- � (SEE SCHOUTLE I I , I 'IF - *) an S, " - : - ON 54V 3) I ON SHEET 1, 2 _ _ . 1 =� ...... ! I j I ___ __r­__1 , SHEM 9 THROUCH 14 1 _C1 j i I %x ," " "I"., - k1`111 OF ,I* i - -ImAl i "T I �� 11 i I � EYJSRHrj 1. � _4 ". , , . � - 1, , -, ,,,, A , ..... , , � - - ­, �11,i�', ­MAY, If S6% I T I GLASS I I i � , , , , .!! ", , , . , . . . � . ,�l -.1, g - '!*.-TTuT' � I . �; ,",�� , 4 i j, I 11_11­f,,,��_ � A��,j - ! of IL" I � I I �,, C', I -, � E-iL �il.V'�,f, , , I - I,,,- w "m nis . , 0 I M, )w "' 0,� - - - - -- 'I 11­11111 §",�11­1 - `� - z,W� ,�," - " '7 I MAX, � ; � : � i '111'1"`,�, 1�,11;1'��111�'.F,�,' �� 11��111;1211N`i � i !, j I ! ­,":,V',,, -, I 4 1 _�,',�'.Iil' � I z � i�... ; I , I ", � E.D � - i - - ,�� _­ IT � � �F � E.O - MI; I i I E,p � � � tic I I I , �,, I - � , f Ir '� I , L!.:;� -1 - - - - _____ - - "' L i �,�,, ,� ,,g � `O, �2,,0 I I 4 @� � , 11 ' ­ � � 1�'.", I �� . 11� � , 1 'j 11 il, ,f '5�, � � — � I I - . "I � I-I � 4- ` I ,,, " -, I =,P -, I , 12 Ia. Or, � i � - i APPL�LE�i T 1 , E i T- 1'.N1, WAS"O, 106 i � , �/_ � � -, --Ifw b.U81 TIN =REW 04 _1 � , " ­_ L-11 ---,, � Is, 0.5, W/ RIP t @ , , � I CONCRETE ELODIF I ,_� RE .,_�, EQUIRCO, ,,, , � I � i � CONCRETE ANCHORS � - - ---- � ,� I �N - 1.1- - I CE I - T ' � � -EP--�--Ev- ,1/`T'-R1I' - _� 1 2 TIr ox. ,!, � ,,, � . 11 � � - ­ ` - ,��,A, / - � _�,," 1 ATZ � � , , . " " , � ".,--; ,,� � � � " - � " �, �,_ . I __ _­-, ­__­ __ ­­ 3H ��, 'i - SHEETS 9 THROUS 10) ', , WHEN SOLID W/ LT W"VHEMN SOUMID `� ��:, - - '� 1, S___X ATION ,,� �, LELERLOC f', ,_f, - � , -,, " - " " �.Y, I I.. _1*4) SETIONLY CALK -IN AAR;NvN� ARE WHEN 11 =,(NG POURED CONCRETE 'I � ' ALTERNATE CONCRET� I i � : RaSeTTNOOMBED CONCRETE ___f CONCRETE ANC4OR5 PANSUBAET'SS& AII LIA USEIL REQUIRED. ANCHORS . I_ BLOCK REQUIRED - STAGGERED W/ sT66 (SEE SCHEDULE ON (SEE SCHEDULE ON SHEE`TS 9 THROUGH 10) I SH5EIS D THROUGH 10) L OUT hIOUNTING I E�:M,j � - Al2mmm 1ECIM" SCALE 3/8-1- MOUNTING / _0 1 I "TIOUNNNO" ,o,8�1'i� A, ki'N. 'N /,, AX , 1p � I- "., . .. .. !,,,. 'i- . . .. % FLORIDA BUILDING CODE (Non High VelocIty No conoi Zone I I I I 11 I � If I �, , . t 0 4 167 '. 11 -1 =" TATum, wc, 24 GAGE GALVANIZED STEEL STORM PANEL fl� _____­____ - , , , NOV_J_V_=M8MnQN_QE_S9M= I F_D� - EDGE DISTANCE (SEE SlCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE I SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY - I = = *. :*= � * - - - i 1%, -a)��mk��___j � ., STATEOI'l YVt _ `- ��,-- ,040po, .- - �_____ *rl�l I ._;::!� — 11LIECOm. GLOBAL PROTECTION PRODUCTS, UC. - * _W_N 4%,,$,4oLd=STRW- ­­___�r­. 1. ITATA" �L 'wZ 20-175 INSTALLATION. " ­-, I TA.,; ­� - 1. I ow .1-1 � (W)�ZW. FA* (�RRN � -1 IV _- _-_ - - — - ._=_11 -1, ofi� - .----...-....-..I . __ --.,-- i ON �,W,l jov-­%E�­ TTITUT J,, P� 11AI A. _ � ! FtOARA i .1,,, I I - . --- ____ I _________ ___ - ! I , , INSTALLATION DETAILS F(1111i� 31if."311LAR FAREL&KT-9 �WO � I__­.��­Iv'­- --- -z "', I , � 1� 2r, f/ I �, � I , , , A RATE EEC - � ­­0 045TW, Wv `� " � ., , 1 4,.e, fw") " , - __11--j"If- - - _ LICEATIOM ., , . I � , 1. .1 , SEW REQUIR &_ � �, 1 , � � � � , � I I i I 11, ED. STRUCru , , i 11 � I I 1 , Z ' �l I ADEQUACY OF EXIStArU WOOD 11 �; ' , 1, 1 - , . .1 I q �<, ­-, __. ii , BEAM TO BE CEPTimp BY __"Es� - - 4 --i- - I __� , � STIONEER ,:,e _� ill / I REGISTERED OR �, "I '41� e z� i , __,­ __,_�, i�i , �_,@) ARCHITECT PRIOR To sHurrEFT te ,,' , � � I � , / � � � � . I I , I - 1 1 I I I j � I INSTALLATION, 1-1 "I I z ; ALTERNATE WOOD ANCHORS ,,-� _1i - I - I* UK - ; ,_r,�� __POD ANCHORS _, ��_ _ 4, . I I I '.1 , I I � SEE IN EE SCHEDULE ON 11 :� � � I I I I _ SCHEDULE C , �,� - : _t" - V= vza"w , " i SHEET 11) SHEET I 1) .4 � , :3m "­ Lt � - -111, ,I-T- IS 4� .,r TIUT / P � � ,/2. I , I 0 12 ,/2 ac. I ,� ,,, " ,, � I 1 . , , , � . 1/1. I - - � � � I I il , I ­j MAX, __ _ _____,_ _____ WOOD HEADQj___,_ 1�__k " 1� 1/2' ­ _­____1____1___­ I I REQUIRED � �,, - I � I ca)_, ___7__­ w ,,� ,, 1 V "', � ------ ___ � . � Exlvqp� - r , , , r ", I � 11 i . I 1 . , �� i , i .IS I , _j_ ! I � WOOD ANCHORS ,-,_ `,,_ ;� ', � 4' 1 � � I 11 2 1 I (SEE SCHEDULE ON 11 � 0 , I I I 1"11 \ i I � 'A.11, a I MITT. I f SHEET 1 1) � 11 li I l : I I J I i , � 4_J 1 --o', IsEPAROTON If � __! I nt U I ! I � T -1 MS,�,,ISFC I , I � � I � '1;4 _ _ "I OULE U I n � MT;,� SEPARATION TO CLASS, � I I ON SHEET 3) r. I 'fSa SCHEDULE ON SHEET ,3) , i __ '- ­ I I'll, i I It" MAX, I ­1­111 .,� 11�_­, I'= I., VA-1- i1 , - __ - ­ ­01- I , I'll, = It "I .. _S_. ..0 PANEt LENOE I - r-11 _L7 MAC I ­­­_ � _-j I � = ­­­1­_­_ _­,__v1 ;1_1 ,;oo 'SEE SCHEDULE I 11 1.11 � - 1. _.______­1. -.-----I FANa LENGTH EXISTING -T11 I 1�0 , ON SHEET ]5) , I I j (SEE SCHEDULE I � ,� I ON SHEET 3) CLASS IT - , - ­ ______ I i __ , �= __­_ _ �Y.l I -1 _ k F_­_ _11, ­­­ 11 F - ­ � I 1____,_,________ I I ,.- A - S-1, _ I � - �__ _,,,,�'_ I o ,__ -_ z ... �Aflll � 56% i I 1 ��!) : � ,`-----_ _t I wx � I ­01 or 'I' : 11 , 1 MAX, I OF 10 i I : i I MAX � I - I - - 1 04- � _�@ - 7 I - 11 - I � I . 31 � 11 - � , , ______,__i__,_ -_ ___ 1 � a ;2 1/2, O.C� , � i� - - � I I . 1 ED %,�, - " - I -_ � NO Fl%S1'1 i � I v , , - ­­ - I ,,-I : "* - "_ W , - � : , I - � i ED � I - I - . i i I I � I L_ ___ __ __ _,__i__,___ -I I_ �_` H� , - , " , , i, l 4 - � -1 ____ _ r __�__.___.__ , p , I I - WOOD �, �", i � i "', , -,, 1111 ,-, , � _11-1 ­­­ � 1.1- _4 --------- � .,?--x 6 2'xA* WOW PLATE_ �� . I , I ___ - "' ­_� _,�_,__� ', I �t N, - ; ______­__ DECTI REQUIRED REQUIRED i ` ,�, ,,,, ­)iNDOO ANCHORS WOW ANCHORS , ',-,. �:,­--- .1 --,� N; " � (SEE %HMULE ON , I l " , 1 1 (SEE SIC A_ I "' ___­,_, I-' -­­-_,_ i -� � ! � , q /4 SHEET 11) I 'Ev ITULE - _ , , slir _­11==_1___ ___ "I I , 'i i� - 7 __ _ - 1, , I 11: ; f � L_� -, � i , I , I � _____12* MIA-- I 11 �, - � � "L - '�___�_ �Ji , , , I v I r,EIUN AND aff JOUNTING M BUILD -OUT MOUNTING AWU ALTERMTff"W I SCALE 3/8-1" SCALE _','8� I - 10,01711140011, " ,�I�_­. I . ,� . , Nl'�6;11111w", -11-1 .,,`vkGEAfS`., , / e ,li s .1 * * . 1F Z_ � � �� z I No. 441 ': = 1, INSTALLATION ARE ONLY VAUD POET MAX� A_S�D =*i 67 - I im FLORIDA BUILDING CODE (Itan nh Velocity Hurricane F� Zone) - , --- , -_ . *_ E wm Rmn, �_ 24 GAGE GALVANIZED STEEL STORM PANEL . TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p­f) ANI� PANEL LENGTHS s-.-. S IATE OF 1 DROP fff� ."', COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULE$ ON SHEET 3 ��-�,­- .., . " � - 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD , , '.. � A wzz--.;��:-�, 1 1 \ GLOBAL PROTECTION PRODUCM LLC. "" INSTALLATION. ir. �, I '* - - / ILIECOwmc, TU MEMBCBS TO BE SOUTHERN PINE No 2, Wj SPECIFIC -1 , ,�..OR ­­ --f— IVI�G�_ IL o 144M 1 Aw SWI $1 STREET Dow- n- =,� DENSITY OF 0,56 OR EQUAL -Not � - .I W� . 20-175 1 f TI- a 11-1 ("")&W_?&1-� TAX. (.6.) - �_ __ Dkwm N. __�6_,_ WALTER A. TRUt 41. 1 , - i A, "n"'WAVO.". CA-00015719 11— ____ 1w II.� f ,I . ; SHM " OF is I — , ------I I I_4­J` - ,a) (1) C_ CIO —00 (1) -I-, _0 > = 0 (D 0 -t` =3 L_ L_ _0 a) C�L = a) C�L 0 2 C CIO -0 a- . a) cm T5 -�!& u) _p­0 C_ = M -Co '- (D -0 0 U) 0 0-0-0 I C I- = a) 0 c- = 0 3: S__ c .0— UL — \ Cc C:> .4- m (n CIO 0 > — 70 E a) 2 a) -1.� C:)- . Cn (n ZO CIO C�_ - Z_= m 1 �-- ..0 .C= Cf) < - � I 0- P, !�_� A, ,,,, , , , I I 10 - i5r_,� ,,.,;- . I;;_,* C.� '? C00 w 91�� /�_ _e, 'g;, ,.,� (6 co u � ' �!�__' ":�" ' ' ` ` - ,� ,Cv, t;�_ ' ' � � A 0 ` < 1� 111% ' ' -� $ � � �' .5� ;,-4- 0 15� `2 � 15 ,� CO, . .. �, * �p ' ' An <,-- e, 0, : � 7 I` 0, * 0 0 0 0 cp o, - r- -,- - .;::� ' 0 �p 7 �` ar- v- 0 7 . '_'-!5, �, w mi U) _Ii., " 0) a) a) = -0-0 U) = Cu > 0 L_ (n 0_ 0- < a) 0 = =3 -0 CIO 0 " 0- 0 a) L. a) Cu " co = Lu 2 < z z < ._j a_ . — SHEET NO. SH 1.3. .1 v.,� ,!; I a I 'I I IT" I , I I I 1;; ZI I - . ---------- ­_ J4 IN 'POURED CONCRETE. END CLOSURES DETAILS FOR INSLALLALIO I QNCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR,Lfff I _Q SYSTEM5 I a -- ­­- 11 I I 'Ik I ji� I , ,�, I O= cmcafm I . CAM BLDG. OR ___ 11 I— ____­03 ,4) 0 .(R OR --go cm � , 2' . 3' t, ,093' H IA - I . ", %= Fp,mr Z063-111 Rimy Cw Z� _pR - I � "ARICS I I 4) & ('--a , L um I I � ., RED I M__j � ,� MILE WTI. 1/1 A . I 3/., �. - , 't, it - j 11 __ I . , - . " ITI1 _z , f � �AKON 4 12" 0 , I 2 ", POURED OUNIMUTE, co k .. - , N"' I " SLOC9 OR 2W WOW F949, -,, I - 1 1/4'. . I 1/4'TAPION 2 ,/a- (fk,_ 8-1 RLOUTRED " - =1Z11F:wR71w - ' I L ___CZ� OR(# ANCHM 0 Ir O.T.-', � - - - R," Tf", 2%4* WOW FRWf � REQUIRED I I I� ..- /---\,��,,, �, R, ` `�11114 � ,`,­. I I � , >/w,,­ wj I ­,� I ,,�,��,,­,,,­, � - 1, ki� 11 6 11'W�4�.kt�,,d 1 , . ., /,-, (1-,, "_­", AIL, =,=�­!,, 1", - � Z' 4 "I----/ a 4, ­ 2 _J St" �,Xll: M, xp t . -----f I i � ALTERNATE t1kO LOCATION __ -7 M' � VARIM , I 5 ,'9 u' or 1 2: � 1-: ­00: IO____ //"Cu \-./ ", 2 . � . - _­ I , " 1 - r uPi, S7< L 11.14 ALUV� ANGLE OR � ,,k �j I PLT.. I 'f , I I , � 3105-415- SIAM � 1.4 , 100' I 11�1 ___, I POTIFAO towmt WAPITI_ 21(v" x 11241 Z 4 - I t_ I �ITAL ,t0m, Kw POTVE I � 81M OR 2'W 'W'000'D PRAVE ... I W I I , \, I REOUAED 3 , ( I # Ti_� /-----,, �, fi) - ,I _,I 21/2' - I - ID / � %!` S6�T-ii A00Y _w, 2 -1 I/ cow, AURA AN= �,g MID, I T/;� V, \ H M­ CAP \,--/ 1 1/4� 4 ao.v -f-, . 4' . .07' , 0 12 ox:- 3'c'-H " OR 003-76 Ailay I 10/4-0-NUT 06M. &­ ANME CA5E A (ELAN) CASE B (PLAN) CASE D (P � I SCALE 1/4-1- SCALE Jp�=,. SCALE 1/4--l- SCALE 1/4--l- 1 - , -- --- - -, -- 1, . - 11 :�,�,� I I SCUD-SE7 OR CALK-4N IL I ' .,.D- , &W ­1 I--\-- 1­<S',04 0) ,(14 OR ' 2=-� �­W= " � P_EumAYT PLUS aq 1 ON , ISX POURED a \ I; OR 2-.4- PNXTG SM OF Opelm I SCHEDULE ON S" 9, �, -, - (.N. PANEL co�"Erz row REQUft-D ; AS At'PL)CAELE ` mI'k I') OVERLAP BEYOND V`k� �"` , v m.." � & v I � I I I ] 0 , � _mmom,Rp CONCRETE DODO 1) 1� �� A 11 .11. � I � � I., I - . OPENING WOTH) " k, 1,11", i , FRANE , I ,fl� � WOOD ,, I I I � Z,tg i, A,­ k, RrQVKD `kk1%kk�,,,Tq I I 1� : ­1 � ",'I A I - , I i / IL­_-(�),'J� - '\� 4, , 1111� ORI \ _C1, / - FAW A, ARIZ$ v I C' ,,- L, mgzmp, PAw-m I" . VVI -,/ �i � k I , 2�� (NEVER CUT m PA*%,, ; X - ELO � E � - , `� Lvwx ��11 t - DISTAK 11 7 - I (TIP) I � 5 I , - �, � I \ ,-TT-- 7___� 1� I ! > I � ,-\ - - _il�:4 , '1410.001", __rf� /--\ /- 1,w­�_ ms, �m "Ot �A O QA5E 9. Z,�,� ,,, -_� / _�.v to T14 I — . X" 'IIik;p —1k.— � A— 'i . "* 451 SCALE 1/4,—Il � , �\� \_,", VALID FOR DIRECT NSTALLAWN �"" MOLFNT ONLY .1k __ ...- _1�..k`Lj\r1E1vSi...!!�\ 1, CER71FIED PANEL !NST&LARON AT WALLS AJ/ I I . S - 1 No, 44167 '. S SURFACEr LEVEL VARLATIONS "N 3/4� 1 = *: . It I *Z FLORIDA BUILDING CODE (Non High V) I * : T: Velocity Humicare Zor. CA�E F fPLAN) . %, 1 4�: f TAWO MnTA AIL 1 24 GAGE GALVANIZED STEEL S % , ,, . _� SCALE 1/4'-l' SCALE I/4'-I 1 _� .R I LID, �._,�tf __ . . . __� - mm"A" I li� \ CLOW PROTECTION PRODUCTS, LLC. " I - Z 11LIEM., , 11 - I _ `oGO W_ 51 TIMM — I I - 'zo, &&n"o &4r%1.vxR=,CO.0r DAVIE, n- =11 -.I- , 20-175 � I .11.1 ,,,TIC "D-75W FAX -Taw 1. , - - 11" 1111=1.r - , I, (..)m 11-11 ."...1. I—- CA-004719 1I* OWNING I, x SEK11"NAUIRE-IrAw Y" !r!_11- - IDILIER A, I 41. py- Talm 4 or It _;_��,_A �� - F"004 i4 "IV -_ --- - Kp I (VAUD ONLY FOR PANEL OiNsTALLA-rioNs, As PER ALTERNATIVES 1w THRu 4w, ON SHEETS a & 7) ­ --- I—— MAk ALSG,� ­ -_ __ I MAXIMUM ANCHORS SPACING FOR E�D, . AS SHOWN ON SHEETS 6 At It A APPLICABLE MAKIWM GESIGN PRESSURE yo TERNK"o ANY PANEL LENGT44 *r PANELRIATE PA`NELM`TE RAIINO T,CQN I ,,, SCREW FEMALE 0 PLUS WOOD OUSHINC I BI ,L' NATION (it.) (P-.J,) - I I OF THEM 11� 13, 1�, Ir Iw (TOP) i- ____2_:__ ll. - ­­ Is, :---,----- 13 13- __ 13- to (BOTTOM) --i 1/2- ­_� - 1/2- __� 1/r 6 I /2' w (TOP) ____!_,/2- - - - & 1/4- 12 1/2' , . 6 114.- ___ - 2w 0=1) '. -Ir OR - - -jw­ --- ­e- -- --F-- -- e - ,--- , LESS; ----;;----- a _­ --------- 5. ��, ___� - 15 � - - ) M '_ 7_j_T:-_-_j---,iz ---- -- - - - I _. - ,, " � - ITOP) �45. -45 L Ir - - -,-,; -.--- Ii; ,�; 13' 4W (ROTT..) --- OR LESS = 13" 13, 13, 1 B I/2' -6- -- LAL2��]I __ 7_717 - ,�F­ --T,.-- ;-37�'- - ____ 1W (OMTOM) __ __22:1 - , 0. ­_!­ __ 6 1/2 * ­ _____ ll� ,--I- 6 f/s' __-_ 6 1/2- _� 2w Rop� =__ a 1/4, 12 i/21 IL4�__ 0 (0171 ") " -0- - A�__ Ilr ­­_ 'r - iv ­ F - __ - i I/r __O � - - 5; FIT) 1�_�_ 1� 14'-4' � I/j��­1�7/52;t__-­_'I; _­_ __T - - I ­=_ w ti� 017 ) _4 jFj_,12_- __j_j/_j"__' '---- 7:Z __ _____j_2�__ , ___�-71�3-��- ___ ____,�r - - 4W ITOP) __ L_ ____�_,37­ ,---T3;;-,-- - ­6=_,_ 112' ��� F.-SqU TABLE- fl, , FOR MAk kS.D. DESIGN LOAM & MAX. PANEL LENGTHS WHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERMTE 2W ON SHEET 6 MAX, 45,% MAXIMUM ANCHORS SPACING FOP ED. . AS SHO" 04 SHEETS 6 & 7 AMTMAKL MAXIMUM DESM PRESSGRIF 0 ALTCNRATNU PANEL LENGTH - - -1-1 - 11 - I - - - P4 - T04C IAPCON LNG SCREW PANLELMAXE FEMALE ID PMEUMTE PLUS WOOD BUSHING I 0 61 ANY COMBINATION (0-T.) Or THEM (w) — ___ �__ ,� ___ t3l 13' 13, � 13, Iw ?F;;)- __ 13- - Ir __-T,�-- ­-1-37- 6, worDIA) (wriDu) - 6 1/2' a 1/2* 6 1/2- 6 112' - 6 I127 ,I* zw Om - - :::� ­F--T-i--j�-2"--- - 6 1/4- -- —11-- 12 Ifz' ------ - 6 1/4- -- --- ---- 7w (am.*) 3ww -6mF?)---- 5­0 Lg5s , 1�2' 7_ _�__ �� _ --!:- - __ __-:_-_- - - K(!�Ji I - :��# -!:- _ __ ___ I ----!r---- — �!W_at�_ ­45. -45 __ .. 13, __L,f__ 13' ____1K_ Izr ____2�__ I ,�, ___,_i; 13' 4w (BUTTOMi T TO +75� -76 r TV* Tw (w) _i�:—L-m3�:_ 13- ­ 1 13' ---.,3,-- 3' --I 3 - !/*�__ __ tw (BOTTOM) - -i ,1r____f_______._ 1/2, ___L__ 6 Ilr __!_�____ a 1/2- ___�_ 6 1/2' -- UOP) - - -6 11 -- IT 114' - 12 i/2w-- W-,/, - , ("") W-Or — __ 4 4/2� __ -'--- __ .- __ —'--- ___ 7 1/2, __ ____ 7 1 l2' --v-----,----- - --'--'- - . — - 3w (TW) _ _3w_(_w_Tmq) To 7'-V* 6- 1 6 i7r___,_­W I31 17,* 13* Is- 1' 5 'Ir �i�_0_00_ ,3- ---­I3�------ ­ir­ ­Ir --T—To�—vw (wriam) - s -WHEW P A S i - SEE TABLE it FOR IAA)� &S�D, DESIGN LOADS & NO,, AM�ELL­e6TH _Sl_�R - I -1 I USED, CORRESPONDING ONLY TO ALTERWE 2W' ON SHEET 6 ___.i� TABLE it A — A.S.D. DESIGN LOAD - MAXIMUM PANEL LENGTI4 40 PSF OR LESS 61-e > 40 PSF TO 50 P�51` 6'-2' 1 > 50 PSF TO 60 PSF W_10� I A MAX, PANEL LENGTHS ARE ONLY V" INSTALLATIONS W/ PANEL MATE ALE ID OR PANEL MATE PLUS 9 �p ANCHORS & (V ,kp�wtt'g,vv O.C, ___ --,-,------ -_ ____ ____________ ____ - ___ NaIALWION - DE -MEE -) JAILS FQR _�AEEJY PANEL (1 I INTQ PURRED CONCRETE CONCRETE BLOCK STflUr,TIjRE$ Iled, TAP00", - , ,- _gwmc POURM lleO TAPOON ___E�ISIING POUR ANC,,,jj a I;'_b:r� I � -CONCRETE OR ARC90P 0 9�61`6,__ '_ CONCRETE OR 0 1 CONCRETE BLOCK CONCRETE BLOCK �` PEOLTATE11, I` I __n2 31 -1 I I. 3 fe.-I , , - - I I I 11z , � - , I _--l-RE"'o, --ff , .�.,�, ; � 1 _01 ! 1 Ex"Ai � " 1 lfflw, 1 V, - - , " IS I GLASS I ,�� ­= �_ I " _'. � 41- �, - -1,­- IWWO 0 , 0 1, I =1=111� , I I I -1 I _ i , ,,_ 11 I #_____._____ 9 --- ---- ­- I ­1 4- 1 4 t "ANE1 LENGTH _'_1 1 (SEE' ELEVATION !�_SI* W­ EPARAMt, I ON SHEC, 12) : I 0 TO GLASS I I 1 . , .- ,��!, , , ­".111-111-11,11 .1 ", ` -_ - 1��A`ki. � ,,� f­ .,; � � �,�1` "It ­�,;,it,.,.. - ,��,�1`Kq"�`�,;, :, - T�Xl, `�,;`, 1 i � F-cl) LA , , , I, �� ;", , i ��,.. : ,0�1.1.i�, , , I ED* `;��',`�;, ',- � ,,�� - =111"IE"O."p- � ,i�E I �__ - ­,i* ; I CONCRETE BLOCK - " ," ROTUIRED_ ; I 2 'If m i I � I I I . I - --- ­­­'-.,__ ,,,I I I 11 I . , "/,-`,�.�c - ­ !�Lz �,.=' ,,, 0 SEE SHEM tS X 16 MR ANCHORS tYK IT VAC04G VOR 06"IALL�ims ONTO *000 ffow wdbo", HINTMUN ANEHDR SPACINGS MtT VARAUV V,M DiSTANCE ARE INDICOOD ON THS SCHOGIAL 10A E0, LESS THM POTATEO 04 =Hpo[ILE Amm A"m SPA04 In VULTIPLYNG SPACING VOWN ON scttw_�v ey THE F0=04G fAM*& " TIC- OPERAXIM 10 BE POSIT1814 REDUCED VAO"G ORAMED OW6 FIC10- SNALL W BE LESS TION t"IALIM SPACi'm offAttkTa, FOR EACH ANCHOR TYPE ON 111a SCH"PULF � 114" 4 AND" m __ Wom __111�_ ,.U, PLUS , I mk"R& Nom "Com 0`4 3 3 -.- f;7. �o,j 5 � ji; �V_ P,J � 3,/2 ACRIAL am 04) rACMR - 1 V2, .11% - I - - 1- ..... . ----- -------- ___­__­_,_11.__ . - ------ - ' '!�' '�� __ -� -:-,-,, ___ , ��-- --' - - --­1 . ___ __ - -, - ::-t - 2�!_ - -1. _1 ____ ----i _Vr - - .1 nzmp pvw E Go ,,, CON41RE"t BLOCK REQUIRED, mL6"1&.v11w Q) I I I ";4 1 ­ ,�, j � , I ,`� : I -I 'I � -L- MAIL , � - i � __ ,-,,It � (SEE ELEVATION - _-s DMSHEET-12) CODE __ ___ . J.1 AND C4 I � t4 3F M EMEL (D INS (VAUD ONLY FOR PANEL(DINSTAULATIONS AS PER I THRU 6, ON SHEET$ 4 & 5) Lw� XS.D. DESIGN PRESSURE RATING (P�v�) WOUNUM ANCHORS SPACING MR WIN ED. PER SCHEDULE BELOW * APPLICABLE TO SECTOR �, 0 ,!=, Or THEM M"WUW PANEL LENCIM v (".) MAX AS D 156�' PRCS$LkRF RAITING (P,S.r�) MAXIMUM ANCHORS SPACING FOR M114 ". PER SCHEDULE BELOW X APPLKA�u ,DSEG I 1w o t7 GOMBINoot, ... OF I1,qEM I MAVMUM PANEL LENGTH Ic DL) � _TAPCON - SOLIO-SET PF`BM11EMD PANDAIATE I PLUS ZAMAC-MUN' CALK-114 ��-_E. I-- TAPCON SOLID -SET PANELMATE FEMALE ID PANELVATE PLUS ZAMAC-NAIUN CALK -IN To 4m . - To �-cftw_ TO � . . -, to .&,,jczOo1. &, .4 to 'j"m TD om�- To ­m .."Im � 10 I - To � To TO moirm 0 t am TO = = CONIRETE ;9;;f_-_.p_ t4s, -45 OR 0-ITS 13, Ir _!E W �t " 13. M 13* 13" . - 13" 1:t, _]E ur 13' ��: 13" Ir I —,r i3, IS* 1 Ir T_�A_-__w __KL_L1f_ Ar 1 Ir is, __ 13' 13, -5:_ � w 1�57 � Tv � w 13" IS- Ir I two) I Isamu) - � aBii v_v OR LESS -46, - .65TO-05 L _= - i I I',- H__ -_ !` " Ir 13* Ir — 13' ty 11 1/2' 1 11 -,I. OR I= I --L3:- I- 13, -i-3:- - ,z. _13�_ Is* _ixl�__ 13* i I =,- : =, 13* 11 'IV —(I-) LSIBOTTOW) - I. 3- Ir - 13' 13' 1 ,� I, -f- 13, 13, _11 _ _: 13, __I:n_ W 11 112' 2 M - 715F -�F- -7jF- 1-3. - ­13�_ — 13- — I Ir ,_ __ _ — ,- I . .- .- — - (wmv) 13' ur - Is- 7_,�_ 3 Ir I Ir 73-- -_ __�� ,-73;;- - 13* _,;il 13* ­t/24 — 2- - 13r , 13�. I ____ I$, �__ ly __ t3, — Ir — - - 11, 1 ,'7 ­3� 3� ­� - ta" 13' 1 !� 13* __ - ". I -A* 13* ­ — 1 Ir - Ir is, I.I. 11,10, ! IT ) - Ir -w- --i-F- ___ 13, ­ - IF. - _________ - - -1-1 F ___ - ,_��_,_­IT_,__Ti�__ __ ". __;T_ - L 1 2,-;2 6- --i;- ____ 13, - -I.- _���il - a 1/4-16 1/2 0. __ :�_ __ - Ti� - 'i� 1 �� 6 Ile e ,_�F_., __T - F ­i;--­tF- -6 I� .6 I/*- ­ I w � -w-, �_6_ r i-­i/-4-]—, I r 12 1/2- �il/ . - Is ir ­F_­ I— __�_,___J_,�L- -13F Is � _,_;i;_­ -, li;� 11 —Ir 11- ,,, ­ - I - - - � ­_ 1. _17_ Ir 7i_,r__.v ­­_ -1 _� � - - -_ 1. ___ 1 13. I _2_�'___ I - 6 I/*- -_ a- __ ­!L­ � is. - _13�_­ 13" - ii--11-elT-'��* , a Ile ­ 7 Il2- -.-- -1k _1.i_-_,_ 13' zt (purmot) OF) i�= - " foo"C"Al �_Cidi`_)__ ��_(g6r_aw, 6 (Top) `� _v5aii;-_) — - — V ­ ff, -IF" - I3i1_­_1S__,____1_2r,_ 1 13, - __�- - — -_ 5 / -!-!! - " 5;­ .- � 'a. ___ - � i--,�i- —_ _�K_ '. "TF, _ 13, -_ i ,P4Tr,_174' Fi­1 /-2 -_ __�:_ - ­IK1717 _ is' 13, -i--, F. 0, ­ a' __ _ I ir 1 ,��__!�L__!A, is ,I*' ­=­ 6 t/4� 6 1/2� - = 13 - - jr - __ 6 I/ 0 ___2:_ $2 1/2, a' , ­,F;­ 1; :::-- - Ill' 5___ __ ly - ___ - _� - __ 12 1/2L- I - 7 1=/2*- -_ f 11, - __ 13, . _. I Ill I - - __ -_ -, n. __ _!�_ _[ " - - i, - ,: � _� I_ 13* !�. - - 1­ --! - --- !�_ - - - -- - I _. Ir � -­ _2L ,�� '. _ , - - 1i; ­­ tr I -, - - !,�� -, i i/4-T,-,-T/v - - 1/4� — jr — - iT- i Ii __1 11 1/2* — I I T/T _� 3 (a , UP04 A —VGp)7- __ , OOTTIM ;T___ , TO") � - i (�Kl��4 -:: �, v (lop) `B-(----1 --)TI I�r 1� — ,�- 10 2 -r . I:r 1 7- 7 1/215 1/2 i3' 4 1/2� !,��W) - w-a. M W_4� I I -1 -13. — W — 7 -_ 12* `k1- --L - .� >5 ._B­ To , 9-6. . 13� I 71 __ i 13, ,__�L 1�, __j�� i��- _�T_ 19 1/2 —!-,-/2 � , , `2 I.:r a 1/2 , " i To 1/s __ 1 112 3� _L _,__±L_ OTTOW) L�9 Ir vr 2-- 13- __1.3 .�_ ,r — In- 1.3. IF- ____ It- a- — I - 6 ilr - T_(Buhom) , 1 ,3" 1�1-72- 7- Aa* 7� I � =1, 7 1/2 5 1/2 1�' 4 1/2' 2 OOP) I;$' _7Y_ - S, T"I/2- 13, --i-37-7.7- ,. -.3, I3- It 112, TO` IV 7� 1/2 - illi — It' 6 1/2' 9' 1:I, 13- 5 112� S t/2' 2 (TOP) 2 (BOTTOM) _L�3L t 1�' ::;�04__ 7- , -,- — I3- — 9 112 _,_i� 1'r is 1/2 I - 7� I T2 -i- -7 /2 - ­i__ IF 1/2* -_ T(BOTTOM) 13, i ,. _11� - . Ir _!�: - 13. 12r -i -1/2 - ,3- I q 1/2 10 1/217 1/2 , y - ! 1!!�: � m1r) 13. ___T_ - I 7 1/2- - 13- __ Is 'Ir 13* - 72 I/V ,I 3- -i— 1/4� 3,37- 7 Ile -I-r- is- 17 t/2'12 _191- in- i/2- — it, — - __ a- __ - —_ Is- - _� 1/;� — 6 I�z - 1 e� I/.' — , ) !_� � (BOrM I M - - JI2 112,* 12 1/2' 1 16 1/4- ------- 7 -t— 12 1/-;'. 6 Ile - I - 6 i/4' 6 1/4' 3 (BOTHIM) __r_ _�:_ ___�:_ /2- --- r 3 Ilr I --- 1. e �_ E��= _� -1/2, �_ __�:_ — L2t) - - 1/2 a- __13�_, _11! 1.3. �E = I - -, - ;a �/ir_i 8 I e � — 6 w ___73�_ i3;7 L�� :� _. 1 1 I - 13 � , 13, — 7- 57 -_ I ir I 3r' T�T� Ir- — e — ­ I to- .. I Iw It,/ -2i ___ ,,� -IF-- 13- - _�r _ia:__±_1_/v 4- - to- __i�_�_ , to' 4 1/2- —, 6 I/f, I I' I I I" I ��1214j_lr ___ 3 1/2- -_ 1 - — I a" _!�__ 6 712. --- , L-1/1- 13, -_ - 13;�_ � __L!�n_ ___L_ - I/,- ',-,/,- ! - I� Ei! - 4 11 . w7wl - m_ - � �- - f1WE I a. - I - 31 - - - - r - 7, 8' 13' ly - 1 13' I I a. 11 . ' - _��' I - a ---I— I r1112- - - +9 IL/2+ r - - 1� I 17r __ ii�� 1,�l 9 I/rov, 5 1/2-1 _ � 1/2 211 =11/1-IFT17 1/2 - L 7 1/2'1 - � i � i I 7 1/2' 13' - I" _- 1 6- , v- ��l 27 4 (BOOD04) - 15 (TM 13: � TV * P11 _-F_ I�7 ;::, I v, - . - i I - , : � z E,,W_ _7 U" -11, :�� I t ,m/ =1014 -�, �__ _2E - -.-- - ,�= TT/,F - G - t ,�, - ,'__2� , 6 Iav",-) I 1 - I 6 I 6 I/ 5 1/4 6 1/4t _ T --) I A (BOU, SEE SHEET 31 1OF1 ANDiKADI Trr k SPIO(NO FOR, IWAL.09" AM *OW MAX BUILDINGS, * WNWOIA AtANGR SP.&ONS MO WN*WM EDOE 045194CE ARE INW0113I UK IRS SCHEDULE FOR EQ aW IOAN NODATED ON "IlIkIIA 9DW-F MCKR SP4C" My "My"a SPOCORI VOW &I 5014EDUM BY TK RxIow" FACTOM ,OR THIS OprRATON To K POSPOLL REOLKIII, $MIND OsTNW VDRK; JAG VILL NOT BE LfSS TAW WN04UM SPAV00 NUITTAIM FOR IAIN ANOM FINI 09 TIRS, WIEDULE T,w. 11416 t/,V- ANIIHN IM _!/�o , TA,YDN --lye, smm-w I �� - - z1_­NM* _1/'!�o - �_ wmM.M ANCHOR SPACING (I.) � I' I I I i �, 'Ir 11/2 - � IAIMMUM EDGE D,,i S 3 '12- . I I _1 1� ,t 1,12' � De"ANCE RLD-I I , I 3 � Ilr - 11 ,T ,A- I T 1,1 --- 1/r 4 FACM _! I�I vr ___ _________ [__._�_!�____.­_­. r _,_D�__ __F�___ I - - ! - - - - ----I-.----- -�:t __�__ '" - --.--- - __ __ - ___ - - ___11 1. - __ 0.5 i --- i.i .--- -­ I - �� �, - - -1 -_ _!�� ,±,�_._ __ -_ ,, - ��_ -_ Do I -I"--,- - __I�____ � [-- SPACINGS ONLY VALID WHEN SPACER@)IS U$M, SM #1 FO, EL IS USED L_2E2L!2!T�.PAN UNGTHS WHEN,SPACERV . TA" Aj a A-S.D. OEM LOAD NIAXIMUM PANEL L94M 40 PSF OR LESS V-81 > 40 PSIF TO 50 PSF W-2. - 50 PSF TO 60 PSF L - 5*-10, i A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W1 9 SPACER AT 12 1/2- O.C. _----__ ,---�,,-��-.--�.---,--------------,-A�CHM (SEE SECTIONS & ALTIVINOTIVES ON SHEET$ 13, 14. Is &16)--- _______________,___ I i I �, MAX, R-IA/13, R-2A/13, R-3A/14, R�IS/13, R-211,11s. R-30/14, I ­t D,M_(j), i-'� R-IAW/15t R-2AW/15, R-3AW/16. R-ift/115, R-29W/15, R -3B W /16, I. ,,� — ", � , . , ."---- — ___ , , � ' ___ --�-,�---�,-�---"-�l-.,,�,'-'--l.-r-l- ­­­ --­ ---r- ­-1-1--l- ­'­ ­----­­_---- — ----- ___ -------, 30 or 40 " , I -,- ­1 - � � R 6 � � 0 0 0 0 0 1 � �, � �_ � �, t � 6 —1 � __ —_ � t.-- ________­_____ --I ­­11-1 --- ,-.----I �____F­i f­_-F I - _ - ­7- - 7­_l ------ [__­,� "-------- i � - I-----,---- -, -_ � I _T � i �� I I I i I I ; 1 ! i i �` ;1 �, � ,;i I 1 1 i � I � I�, I i k . 1 1 , - I f ; I I I I i I 1 ! I I ?I i I ij� I "� I . ; ! � i � ; � I i , �� 1 I I , I � i ! i � I I � � I ! I I I � f I q . i i i I i i � I � � I i � I I I 1 I � � i � I L/2 I � I - ----i � t ; I I i t I � I v r i ! 1 I/4"%-2W' S�S, BOLTS W I I ; 1 . I I I i � I ; A I � I i 4 z i � 9 I . � � I - (USE FOR PANEL LENCTI, I i � MAXI, � I � z I � , I : I I � � I . PANEL UENC-vff I I , , � I � v . 'i-S.) �, I i �� 1 1 i � (D � I � I 1 : , � ; � � I I I I (�) � , � . i � 1 1 ! I � . i I If , , I � .� � I I ; i I : 1 � I t REGULAR STORM PANEL � I � � ; I ff'-e' 0 +443.0, -40.0 p.j. 'REGULAR STORM PANEL I I I I : i �, ; I � � .1 I - � ! , , t 1 � � � - z � I I L 71 1 k � � � : � I I � I ! (W/ OVERLAP NO PANEL LENGTH ERIL � I � Lo�.l ------- 1 . , . ! i 1 I i . . -� � - I - � : I , F_ I , . � --- - ______ 4 V_l , ------ I - _.; ------- 1� ---- --- ---------------- -- I 1 1 4 1 1 k I I 1 : k : -­ SAFEI RM PA -L i � � I . �7 1 � 7'-8* 0 _�54.0 � 1 . i I LIFE .- �5(%G, P�-fl t I ! I I I I , I ; I r � I I � I k � MID : � . ! " I I I , � I I . ! (W/O OVERLAP FANEL LENGTH SOLTI _ -.-- � � � � !_ � -, - __ - � � - - --- I I I , " '', 1_ I . - � ­1 I � . , - � It �' � � : li, � � A.-, i , , - I-_ __ - __ - ___ - __ __ - , , , , , , -1 ­_ T i I � I ` ­ � _',z'��' _-, - - - � � � I k I I --",,- -F--,,,,,--,' : I I � � � � � I I I I , , � . - T' � I A , I , , , � ; ISE V-S' 401� PANEL LENGTH I I � I I i v I � , ,,, , , 1/4,0-20.1, 1 , , -, ; ! I . � � � I I i , I I . I . . G� � '. - __,_ t ------- w - - - ­ � 1; ---- ­ . - !,I- -1-1 - AT ALL MOUNIINW , t � , - I I I � , I I k � , , . i I I ,.,' S.& BOLTS W I i ; : �i k � - l I ; I I ,- , : � !��, : ; � I I _,�_ i ! I � I i I I � .1 " AT Ek, ..Rtv � I : � . . I I , I � � �_� I j , I � � � � , " , - k r , I __ I - . k - 4 el- i - - - ­­­_ ­­1111 ! " ___­ -1 -.111-1-1--_ -_ - , - _� �_______ -, _____­.,�� _ � .... � ....... . .. ,_L_ � j, __ -- ---- --­.:.1.1­.___­_j _­;� ��­­_­� ; : I ­ k ill ­­._ , I- _____ ­­ ­/' ­­­ ­­ - ­­�_ti, _­___-1__­_1 11-4 11-11--­­ ; , --- ---", 7 ­__ V2 � r , -1 ---- k-- - - --- ­­-- I , i ;" , � I , 7 - , I T i� i i i i i I I , __.­____r,_,______,_­ � � � � �j"� , I � I � � � . I , lk I ''I t $ � I � F I 1 � � � � I . � I �� i i I k i � � 44t�,T� , � � � t A __1__11 - _­-­­ --- ­­, ­­--f-, - , ­­1113 � � . c . 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'4*1 1/1!�!, !,_ I IYA*. j_ AKV14DR TYPE - IN�. - -ic, , -Ow�- - ItEr To ,--!/ , __ , Ammo-m PLUo __ _ � __y� ZWL-WAMI _ mx� WINJMUM ANCHOR SPAOND (Ill s 1 3 1 3 4 2 1jr I 21/2 ,,.ED" 1�3�0,) a ( 3 t/y I r � I lir 4_4_ 3 , - WAN ILI'.) ro;;., �ww Dr, 3 1 _i -_ ,�� 3 ,/v I AGRA agm womm ma) - " - I I _]. - -----,,--, - - --- -- - - - ___ _1 _!er____ ------- __ - I- - 7_:�i �-- -1 - ­ - ,_: j I ]__--___ , ] D_ I—— ­­ ___,__Li�_2L_______ � 4 , ir: ____ - . DIM .o- ,--- � _1 . -.-.- - ____ 66 ___ ­ - - .___I� _�� , " __-, - ___ - S - ______± - IAO ,w - 1,00 I " I - SPACINGS ONLY VAUD WHEN SPACERSIS USED, SEE #1 FOR MAX. R.54, ILE DESIGN LOADS & MAX, PAWL LENC ;IHS WHEN SPACER IS USED. I - -----I------ 11 - - A - ",D. DESIGN LOAD :. MOOMIUM PANEL LIENG1" 40 PSIT 00 LESS i 6,-B* > 40 PSF TO 50 PSF 61-2, > 50 PSF TO 60 PSF I 1 W-10" I A MA,X� PANEL LENGTHS ARE OA��N VAUD FOR INSTALLATIONS � "001111-9144 W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O�C� ,It' \� A TQ'Y1 .� .... ; ...... /A . .. 1. . . . . . ! � . FLORIDA BUILDING CODE (Nor, High Velocity Nu cona, zon � '. �� Om IILYXO� �m . f1r. 0,44167 - 1 24 CAGE GALVANIZED STEEL STORM PANEL O'bIm I&. __ - *-, To, �'* /I ME C-0 7_1 /27/m I . . STATE 0 , 1-1 :: \ JOLOBAL PROTECTION PRODUCTS, LLC. DILATE, . 6--, - __­­ Not. r " : I 4w . 61 STM17 - , ­!. � I I ., - _*, ivm= 1 CAMI, fL 3", -, 20-ilS . .. ;7�v,IIL - - 1-M.— Z ,-,. INSTALLATIOL4 QETAIL5 EOB WEE MEEPLEANELT INIO,PQURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPMN R;:��PrED 1/4*0 TAPCO�_.__, ,--,-WNr POURED, 1/41TAPOO�_,_,_ _ ISTW U 1/4*0 TAP( ,,_�" - __ , It , WE OR , � Nt EIr ANCHOR 0 V ANCHOR 0 9 O.C� , ANC R 0 9 CC, O�RED ANCHOR 0 Ok��. CONCRETE BLOCK W CONCRETE BLOCK V � ,,j,,j,Tj Coamm KOCK 1. , ,EPP TO � t 3/c I R� � Y-1 I I I - ; ,I 'L, M... I PANEL LENM : (SEE ELEVATION I ON SHEET I 2) 1 1 � � i I � � : 1/2 I i I � � ) , � � I � , �� I I . I � I � � kf.,Xd9K&J ­If;��, � Y,1� 01 1' MAX. PANEL LENGTH (SEE ELEVATION ON SHEET 12� ___ !;Ly,4'% TWITCH - � - 1/4-0 TAPCON - I % � ANCHOR 0 S" OkC, � ANCHOR 0 9' O-C. . . . � EX6TM P"M CONCRETE OR ,__pxOIGE!`OUR_:D CONCITM OR -CONCRETE BLOCK uwpm IE. PLO DGEOLARED, SECTION R-1A -1 v_EE9uLAR__eAm= 9 LFE MEUX PANEL WAL�mpws -1 - SEE SIDWS 15 a 'a I`OAT ANONORS ANOW Im ­M17III.. ME A, SPACWG FOR 04044AIOMS 'm WOOD WOOD FRAAE SUDINNGS. MKWM AWHOR SWINGS AND NISTMUM ___ W&VA ANDPIOP VAOM W - 3 ,;-�..�, -,C;;.Vf. ­G,4 ,,_, =�. R,3 -a -_ 3 MO. DISTANCE ME INDICATED ON IN$ S0TMXXL FD F 0, LEM -WAN IND."= On SOtdTALE"REDUCE ANoWR SPACING UY, MuLTIPtY,N4 SPAONG %OWN ON AMUN, UZ MMM %1L) ­ "Cm 'r OY ItE FOLLOW" FACTORS Sox PER THIS OPID"APOR -to ft POSSMLE, , lg� � REDOCE0 SPACING MINNEZ, UsR4 .I------- - __ __ __ __ _____ FACTOR $HALL NOT RE LESS I WDROV SPItm IND01TED FOR rAGN I ANOtIOR T`F1 ON THIS SCHEDULE __1 __ __ _?_ �12_ ___ __ 11 I --,--- _3-,7,------ _--oal -_ DAD --I - - - _- I POURED � OR, � � SWCK , -, " - �� � � ; I( ; I k I , ` I I �( , ' � , �� '-k-, "' I �1� " , I I � I A,— , I . - � `5 i r I i ­ I - _ � �.,:"?,,v 0, , , '41� ww... i � C ,, � ,� g,pm I _j 01 I I 1 ) I! I, I I I it I I I i I II`- SEPAR000- 4 1 EX `TKCL4'I I " GLA __ TO MASS, � SS tL_ - �d- --�'*�'L -0 -I �, ­1 -, 1_4 '! EXISTIN I I - I I - - T - - T'n..-a'.., 0 a - __ ­__ I ,_1 �;__ -I G 'j, A , __ " , � " 7 MI"U'rom I �� Lo - � ato, 7--4-) � 9 I I OR , ! 11 ,� t 0 1 1 : 11 _ i I - , - / I- __ I ___ --I �L'40 u 411 1 *L* MAX. ii 4 ; , PANEL LENGIH 9,�� � ­­q T, - ­,� - - - I Ii- PANEL LENGTH 1=I ­­ _­� - ��� ­1 � i (SEkE ELEVATION 11 �1_1 I � - ­­� I - I (SEE ELEVATION I I ON SHEET 12) IiiKI �______' ------- ------ ---- _1 ON SHEET 12) 1 � !�­sC`=o,, - I I ii I i 11 to OLAS& I I % . I � 11 � i I.I. ____ ­1 - ­2 1 4 , . ; k I I - - (1- � . ! __C1 ) � i I �� , � I " � 1 W2 "I'll �11111,1,-,t;�,X I � �, k,,,F�­��'yl , - t I ems�,� 1 6" 1 , e, - 3 � - , r- ___(A) 1 -, I � I �� � I � � 011 I . I E.6.4 " t I I I .......... 11�1 , ; t �� <,0 t, I i � , , ,� - � I . I I T i I i � I . I _­,_ I � I I � f EQ F" �_� ­1_­11L1­­.; V -, __._ -1-- . 1. J IL - �Ea I , , i6j, " - - _,� ilill - -1 - - - g, '- j �­ � g, 4.3. - ILE, -, " � I � - s w . --- "F - . ,2 1/2 ­� I 1�1 , It I � 1�1_1___Iea � - � ­- - 1/4-t TARCON t ,/A�* TAPk � AACHOR 0 O' 04 : ANCHOR ok B` O.0 - I ,r MMIMPOLLM CONCRETE OR E0STIW POURED CONCRETE OR RE -D. ��CRETE BLOCK REWIRED. - SOCK REQUIRE 9" H-Mis UM fl? NEL -0 0 LIM SAMEI ko"�!*NIN_ L"WNGS 2 - I - — iNSI&LATION DETAILS FOR LIEE SAE ri I ---------I F------- INTO WOOD STRUCTURES I I . Ir L , 1� ��;­­­7t/11-- - __ I __ I, 7__��'1,11 � ­ _7 � j � I I �/ , I � . It `�-_ ��, � I I . �, _11,-, - __ - 1) HEADER /, � 4 __7______1� i�j ­- - Ill , 1 -11 -ro HEADER � _� ­ I W800ou - OT /,. 1 __ I 11, �� ; 1; , I _� - I; I ED � � I- L, oul H - ,� . 1; I �r_ I 1�_ !I - - —­ I - - , --- - I �,� __ � I . � , I " ii ; t. � " . � . _ jj4'f TAPCO� �� I , ' ` V4-0 TAPCON -, � , _', ,,, , , I -f � ;� I , , I , 1, -1 - I "_ '_ AkHOR 0 9- D.C. i x -- J " - 1!1 ­­ , , "' 4 I � i i I I � 1, I I I i I I � � i� /� k f - � 1� , �" �, I � I � I I I � I F I 1 !i� , - 11 1� r" I tif --- %, I I k, i �11 - , _(�) ��, - � � ? 20 , I - I � � ­4 � i 1, __� V -TS, -gas,* 4, 1/2' � -1/4, 11 � �� 1� Y �, = ,/2- 1 ,--, ., - 1/4' " ; � `!'k ; I � I - , li� I ? , � I I I � � t MA)_L____ I � I ; � , _ __ - , - I � I , ,-- ,------" ,� . /, " I �� � L � " j k, k IL In r , [` I41. �ii I ma, % �, ) I I , 1, k - , i I ,� f , \ 'k I I �� I I I , I�j , I � � � i , I r I � — , , ,� I I I �, F_ I - i ; i I I . - � ! T, ) � T I I I I I I I A 1/1'4�26,1 � - --- � I I *N-20o jl�­,,­ -'­__--.. '?,r- ,,:- !� � 'm , T, 41 FALTS W I , � _X � I ��__" -, �.-__ �, �: ��,� � - -1, 11 m I FxISn : 1i 1 � 41 , ,-",I, - =.%r-/-., G=T�I L � - � -­­i I " I "'. ii it i t , V NAX 11 --- 1---, %� ma, q� ... �- __________ I -, B� PANEL LENG111 it )_ f PANEL LENGN m -I----------- - — � I. I _� I I (SEE ELEVAMN t (SEE E'LEV , ATIG 11 i IN 0 1 1 ON SHEET 12) D­ � __ 41 I I ��­-t­ �__ ­­­ . ON SHEET, III,, 0 --T ---,-,I I T -, I .- � F­ I I I 11 I t � I 9 I ; 'I � =_��__ __ - __ � 1, I- mi,,� I i w .- __ __1 I I --- FI-i ___ I , ! _(_11 . it -01 i - 1, I I fI-­SE1P`AJ1P,bA I I, . - - , � � I � 0 TO GLASS e i I k/2 I I - t ­ I f2_KrT__ , __ - i _ � � , L" __0 ,'[, __u t I � " rl- i 0 a Ut act 1 I'll - 1­1 .,,". � , EQ. t", �,, I � E4. �,'� -- , � � I I ! " ----,--, I - - r�;r` i I I ,aft�w L! _� , , - r It. '­ _,1 _I.___ __,___,._J____,___I 1. I*- _� 516— ------- __ _,___j I , , L_ I ,__,-L�� _,�,�,. � t I I - � I I �k �i ',� k,' '� '� 11 , I It ,-,,'. W,C, , � k ifJ � i __ , 2',,4� WOOD � , I � 1I ff� _'��__�­�_ - ' i , ,�� I , �' , PLAT PLA'FE �i� REOt � i , , i, IN , ��, , , REWRED M, i, � , ,�, '. 1' Ili /*-" PANELMATE Pt PANELMATE PLUS '_'� , ' ,�, � "" -, k� � "L �I( -7 ' -- L;O, ,4; _, _1/4'0 , ,_ ;', j � � � F ,,40 - DO, 1 ',11 't � I i i� ,'� ANCHOR 0 I2 1/2' O�C j R 0 IZ t/2 I _ � _ i I ,,I , , �14 1 i ,� I�� " " ��, ,� , � , . � � -_ I li ; 3 . I_ I �&'� --J _ I I __­�� ­ __ � , I I ALTERNgIYE R-3AW ALIJEHATIME R-3 I? ....... I ....... oWIT, - im .!k,p,.­4�.;)�N '. _ SCALE 3/a.1, I ... -1/5N . - ENse, ," i� 11. . . - ' I - '. 40.44167 - 1 FLORIDA BUILDING CODE (Non High Velocity Nu cone Zone) - . Nqm� 1 * -,, ---* —.'*I- .2= ILMM � FA s .. - 24 GAGE GALVANIZED STEEL STORM PANEL ORPR0 W, _O. - ;: 1, INSTALLATION ARE ONLY VALAD FOR MM. AS.G� �,P-. SIATEOF .t�mm I . LENGTHS AS PER ELEVATION ON SHEET 11 *&". ?�. �.��?.� V � �---� / 11LIECOm.. GLOBAL PROTECTION PRODUCTS- C� 01'"124' DESIGN PRESSURE RATINGS (p�sj) AND PANEL "'O". - ' LL �7` "kIs',,',8N,64 V/ 77Z:�,�, CN04HErRINO COMPANY 51"IT 5" 2- FOR NEW WOOD FRAME CONSTRUCTION� WOOD ,/_ I I � ��� W31. F /, ��I,e, ,,.- ,L 20-17$ ,/ MEMBER'; TO BE SOUTHERN PINE No 2, W/ SPECIFIC mi'VII � � wl­,". ;(.wiv"­ktN` P"sNL llaiX 'It, � FA,I,,, fps.)."'MI, - DENSITY OF 0,55 OR EQUAL PE AFATiSIGNconrlbtat: , woota"o wvIT to of to .hm.-,-,F-1 - '. - - ��- " J.Iaz �.� __ --------- ­_____.___1­__,._­_,_­ I— -I.-.------ � 7_�� (1) a) C_ Cn -Fu (L) -I-, ­0 > C- 0 &_ &_ -a a) 0- C= = Cu -Io a- - -5)-P.-A (D a) 0 — U) -t-- �� a) -0 0 -0-0 � C 0 �2 -= a) '­ " 0 0- C 0 3�: 0 — C: 0 U- — C: = CUCU C:) 4- ,,- CU %%j (-; > W -0 j= cn .— a) 2 r'n a) " -1._, cL - - W ,.O .. 0 C_ I_- CU 4 � C—n -0 . C 0) < � . 1�e� ;_ :,�� ^ a P p, .Xl - C?l.$I,- - CO � e, �� I - 4)k w �� 'r, C).. Ar ;�i. 14 I C-1 -!r�_, 0.� � & 0 � � 0 -* oD Lp 4 .ell <,, �; �"" -1 ,., � . I __ . ,�, �� ..-;" Lp C-0 :�, i5, ,�� z I Z I w mi Cn " a) W a) _I_- -1--a +__8 U) =3 Ca > 0 L_ U) CDL 0- < (1) _4_j 0 C =3 -0 m 0 OL - 0 a) L. Cn CIO L. cn =3 Lu 2 < z a < _j 0- I SHEET NO. SH 1A. I(:r I 'II €ZffiB €Zt f8 ANCHORS _. EY, do #LTEithdTNE EZriY ON SH€ 78),.. `I- Mitt, M 9 (_, NOTE r-(SEESEC11tlN ^ SEE O H END a-r®ems "_-•---"'--�"` .. 31SH4 ALI)WRIJY DF 7j - h _ am _ K` LAST PANED i'Cl BE INSTALLE'Q AT EACH OPENING $iVt U- ALWAYS BE 1/2' ; ie - O. D{i`' J' ii •o. ! n ( •p -!o o o I o _ -"i'— 7RWDEL Yv% RE r HAARDLi -0 FACILITATE {NSTALUITTON' IF INFENOc-'O i. ] € 1 ! ! ` I k a.. r T k MSiiLi.lO FROM r } I i i i�! 1 fs O- I.. OM INSIDE OF STRUCTURE, 1 l f I;i r 5 l t AT F 2 PER i I1 LL...1 _l, J i Y "-r -g- ] ; g;=-r'T T: T r --'-r -r- e t r,. r r z rr t d' t ? r T ''E = (I ). D&FI_h3di?{.'1+r',-u�€i?if' 2�„Cp. E ;. NANO.. S79r'Rt PANEL st':a"r£i T I'SC1Nlk PANl I (iNTERIORT aANEL) ('INTER'OR} PANEL} 1 I (INTERIOR PANEL: I I (END 4r.ANEi.,i � NAx'. CONS4Sn#;G c7r 'PANEL �� Gvrit. 'RACKS TOP & BOTTOM, y{jjk 4 SCE Id SIX NOTCS 2, ,3, 4 .` i' 9 tt I t l' i ? f E I I 1 NOTES "< , r { i I a S ! t I (2), i'PANELS SHALL A SBE CQNNFPTO : TOM dTZAUOTREnwLfic A STOP eAR�SiABc PROVIDED AT TOP OF SUC HXNW.. PANELS. ! M 1 ! ...� 6 I l t I' ,•-., 1 j .., I f PANEL 00ll# E (. -"K ...' i O d.,1- 40:0 P.9.f. _.. .. _.. { 3 . 4F fHl7 PANELS ARE C#�NME,C,,?T t;; t3::}3TDY,e TRACK 4DtJNEf:..ON d) 7'l P S P "ONrST OF Oz ?/, x ' w+NG a s z s ni v. W n 5 �z I / I / I � �t a 6 i I I• � � i ,F� I � � , ! � f } ! _�l. L"+�D vA'§E15.wJ ,''41ff ?�;' t NUT ilFi ,j 'S,zSJ4 6A f, ,*sL-MSTrCi2EW tN'SCY TAPPED Ho�tiAti Ss BELTS W/O o LA OVERLAP ` ! TRACK LrSc..AT#DN OF FASTEcNERS MAY BE AT OTHER OF TWO 1 if j !( • E SECTIONSAPPU S` T F l (�£ AS GB / Ek7tM10R FI.A. ,.A+4GLT. OF END PANEL. 1 y L_.l_.,,I r.. _. _....,.. _, Y. or ,. ,. i (A). IN CASE THAT MNtr PANELS ARE NOT CONNECTED TO $OT704A t __..... _.`.....r-._t -T.,.l .._ ! .`__.t__I_ s- _T_.._y. r .._1...__t _[_ ,-.- -.r sAAx. iTrACN (i..e• A iiOP BAR IS ONLY USED Al TOP) AT Lt4S` TWG _7 r...Y-._; I4144 `{ 1 j i( I f I PANELS SHALL RE CON^LEi7S1 TO BOTTOM TRACK 'JSIN6 SPEG5 �1--- --j----"�-"t-�j--j--j-^-t--j•---�-�-�"i--'�'-- -t'"}--)-'-y--t-?--{-j""-f#_'T"-�---)-'{'-�"�.T'.. `ji"`p"-'t""-['_j'-?- INDICATED ON NfTi'rt (3f-49'SVE. IN SUCH CASE, iONNECTIUN OF p ..1: 1..-.i L J.,.1_1LLJ_J_LL'JJJL.L�-L.:LI- J.J. L %.tiJ_LLJJl1'.1 J-1-Li-iJ,l�.--- PANEts TO $QTTotJ TRACK tidy 9Gcu4 Ai ANY PANEL i4CATIutt. ! a Ie 1 NOTE ii -- �.,, 3" M-SEE' 3, Mar ,'', "�' YSTALLAF O, a HL F+J R WINO Wj 'SEENOTE 3 inYrE s - ",cfloft .,� .._ .,. ._._._.. ISLE SC,^.TION E'7;1 4, AL"'ERNAbPA a'TiSM ON 'altEEr 1B) LET/1$, . V O R 0- IAA 1 RM P N Q S �� V. Mdst GAP WHDS VALl (>` MAk. CAP (��� _ ._� I SECTION A —A SCALE_ 3/32'=i" c'`�� if _;,. ✓J%'''�' _ FLORIDA BUILDING CODE Nan High Velocity Hurricane Zerfe). . 0, 44167 �.. tlm:D nLir,b. rer3. 24 CAGE GAtvANRED STEEL STORM PANEL ,..1-Jr T Ct t (I. C 0 tPtc GLOBAL PROTECTION PRDDUCTSE LLC, rM ' STA3@ CrTPTi CxliY HIPS,cHIPS,xSL..k 4. x5. R%Ss[RE "ar4u# -nr5H '•°i • ~ FN#EiT €P L'f 3"Y'SSS, FIX,. tPBM:6H9-'di5'r n. Fy� �. - � •�� ,' > '""`""". " fA-OPtr C�i1A �dn r"W ,urn. om xut os*�'+Sprt n.3e Lk?rt FSx fiff(frti5}Pk,. WAk'G T4LR �, : _.. WtCZ,'4i 4f" 4ffi c``F'rlGINEc t"dlNK3 Et4GjNEERlNC3 EXPRESSO PRODUCT EVALUATION REPORT Saptoinhar 15,'3020 ApplicattonNumber, t' g. -t32 EX Project Number, 20 31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 154E Donna Road blast Paim Beach FL 33409 Product Named Descripflow 24ga Galvanized. Steel $form Panels Large Missile impact Resistant Scope of Evaluation. This Product Evaluation adart Report i Wing issued in accordance with the requirements uPrame.nis of 1ta Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter fi1G20.3,005.F.A,C. forStafaNia acceptance per Method t td)The Product noted above has been ieStatl ondfOT toatad as summarized herein to slrowDa pIiartsa t theFlorida Building tding CodeSeventh Utiuf. 2024} and #s lot de purpose intended, at least e avlent M that required b! the C.o.de_ Re-euaia ot this product required following pertinent . larlda Building Coda sodricahns r revisions. Substantiating Date. . PROQUCTEVALUA110NGOCUMENTS EX drawing (l20-31543 Efted14ga Galvanized Steel Storm Panels tt-VHZ d Nan-HVIll sheets 1-5, prepared try Engineering Express, signed dsealed by Frank Bernardo, P,E, Is an integral part of this. Evaluation Report. . 'TEST REPORTS Uniform static structural performance has been tesladin accordance with TAB 202 rest standards per test reports) f/ST-ASGA 7-001 by Blackwater Testing, Inc. cyclic loading performance as been t d in accordance with TAB Large missile impact resistance and cy I a ng p Imo h n ante T 201 and TAS 203 teststanderds per test repon(s) #BT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based an comparative-andtor rational analysts to quality the following design criteria, 1. Maximum Allowable Spoils 2. Minimum Allowable Spans g. Minimum Glass Separation 4. Anchor Sol 1.60 5W 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954.) 354-0660 1(a66) 396-9999 TEAM-@ E HOINEE RINGExpil ,COM ENGINEe RINGExPRESS,COM ENGINEERING Page 2 ot`'2 ,VI Amerim Shutters and Glass 24LO Galvanized Steel Storm Panels No 3 ° increase In allowable sir s a been used in e design of this, product3%. es h s ill esig p et Separation from glazing is not requited for installations outside of wind zone 4 and essential facilities. Impact Resistance. Large Impel Resistance has been demonstrated as evidenced in previously listed last repents), and is accounted lot in the engineering design of this product_ Wind Load Resistance This product has been designed to resist wind loads as indicated In [he span schadule(s)'on the respective Product Evaluation Document (i.e, engineering drawing), Installation Title product shall be Installed In stud Compliance with its respective Product Evaluation Document 0 a. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document ire. engineering draI n9) Limitations A, Conditions of Use. o ewit respective aluatio Document. Le. ids«: of >H product shall be in. strict acD rdanc h the as cav Product Ev n this { prod fo engineering drawing) :noted herein, Inee raw as nt) g ng) Alt supporting host structures stroll be designed to resist all superimposed loads and shall be of a material. listed III ges product's respective anchor Sobedule, Host structure conditions which are not accounted for In this products respective anchor schedule shall be d€fsigned for on a site specific basis by a registered professional engineer. AlliconPonB is which era permanently installed shall be against cotinssion, contamination. amination. and other such derange at aft times_ - This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. 99x4 d C. 3 -tot,; - Froulc Bonnardo, PE ENGINEERINGEXPREse dP 04 540 J Cer f Aulli. 4355 160 SW 12" AVENUE SUITE 106, De+RPIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAF14 ENGtNEER1NG Exp Re'Ss.'co m ENGtNEERING0xPRESS.CDtt 4l T.PL. `I i ¢1— 11 w C- tw5. V 2 L -1 M Ut 6 f E•f. ..._ .. i.,P a n �� _ S qa7 rJiewy _f, a [U gg k11 F•' d SJG � a, xr " a 111. - ryry - ¢w G ar-,.r •� - rG, :-r I n H [ JJ z LJ �. - 1Y e1 UL H „Fri , 5 I.J NI J1, , .. sr sin r U ii tI1 44 � _ x " a C9 C t .n N r H+t H-til kw J ' r F LI-RIfAr_RUILDDUr F :. .. r ter.. / c �L BDutmrJu.Ezrr ta[❑e[uB M_li II N, 41, W F 4 E R 1 -1,F. I.u'.IJa t, .rf Lu' . , I _ - _..,.E.r..r r..:. r . CI. r i CCILIXIdfLOGR NOUNt SCGTIDN cc i ryl y, Ad KO {� Y G r_.- 1 .0 n-.rykil ,1 I 1 nl,rrN h S;rIPrc r, I. " T r AI k-.. rr _A};'S � ����7777 q. �] T➢ G (... }1�t1..4. rl:_I r f: I:L lull '�:LI_F IJl VUiY� H6UIIT5_[r[0FI . Hrr f F r..r - {n. .E �... I AI °T z e _ sYUl :f E" I #I N.F�iri a,l Pr Q „W ry P `I r.&.[;c_, S' N,NrrnnN 1 3 t ki IkLI. 'r' - ai t 4. s pi rq g[q qJ�' - ta�.I:i3 ij tE: I,iI .L rF. •TL.':- o IW p.G ` r ._ DL1E iP S �r•ckE ;L25`ror'E �C - - i_s . D'�r, T. y _ B i rink 1 xf. 4fa[NNraoBfE - �.L JbpNEFIrF 24 3i543 Saw Oil oocwmw: (1.9PTIG NAL,DP1Ha7T0M CL0 URE O=iAR _ Cyh 1 ! Lti' 'E-tieD 71 A'Fl RAN V K Cy'Nn: f"N. r m, , rcif ree Iv L 1 1 r- a vvq, 41' - k ,Lv L^I : {"✓rf NrtlYtlir)RryI n,NL4V,1t1N ..,rune.., I •h' 0€ra,%p4iBHJ tR,uRl 4kl lard INSTALLATION T 1 S 2STORM INTO POURED N _ ND MOOD STRUCTUttES AicSmNt; PrrUREp � jI _ .� CONAf{ETE DR / " tXa CONCRETE BLOCK 12 ' O.C. k ANCHOR t2 REQUIRED`. r�� F {, ��—•'-' 1/4`0 TAPOON -. } f I,41" ;HEX HEAD TEK Wool) HEADER_ 'III �14a1` H- HEAD TOK 'SCRW ANCHOR O 12` 00,j/ O t FROM REOUIRED SCREW O + FROM '`i r—s7>J. EDGE OF y II EDGE OF t�_-- 1 P'n1 Fad " VA'd-ZOYi' ..#i.. _.1 9 iA nDLYS w a # ^ 0 4 Tf4" IA7 , 1" i71 PER FNAlM .. "-p tl N 1 991='sF.1*AsunoN r I Y 3/tePP i7nBYlt7G II. TO GLASS ,': E%IS'nNG"' SEr'ARi1iQN ', 3j#6"s '. AL G1A55 (!. 1 U�MN4UM PDP ti 1 1-12- 7 � 141 GLASS j �Al ufUM POP .:._(q .... Ii 1 H I 1AA k-mrsF" p... 6,<0" IS :! S.s ,rii5 t' , X 1 MAX- If 1 Max Ai 0. --I PANEL LENGTH w i R __'_ ._._.,.__ .___-._i PANEL LENGTH # a GBW.Ts N-SE?ARi f II 1"' TO �u Lit`--_= iK'rN__.. ') TiIUmesciaW 1 It CLASS O51% F 11 563 ;jUNBSGRL'4V OF N"" It i EG l t .-µl irfiw. Fi 71 °J k t ^##S I,F,4'a TAPCON ANCHOR 5' ti' yi Q 12` at,. i f"A"P iAPG6fd Nd ` i 2'.4' WOOD E,(1a^iPOURED ANCHOR O 12' OV, 'T'x: :'"MCIRETIPOR 7 ""iTrIATE CLMICCREIS $Lock yl _., <Y. _ &tLt}UIRED R#GIU REO, MAUL ►AQUNfINQ IXALL laOUNTtNG 2EG11QH EZi AUTE_R_NATIYE E2iMt SCALE 3{H-7* SCALE 3/ff-l- i�4TE4i14 ��ff//fHP/ +' % FLORIDA BUILDING CODE (Non Nigh Velocity iitvrriaorts Zane) SMS;t tdlN, i>AfiEL LENCTH a. arm mr. m. F SN,ALL = 24 GAGE GALVANIZED STEEL STORM PANEL t, INST`ALLA-9014 ARE ONLY VAUD FOR MAX, A.5,0. DESIGN r T;E PRESSURE RATING +/- 4�0.0 PS3. AND 6'-0` MAX �.. .__:-.--^'� � 'E.. GLOBAL PROTECTtCEN PROI)UI T5„ LLC.PANEL i,ENGTH, r7STATE (/KY 2, FDA 1iEW 'WOOD FRAME CONSTRUCTION: WOOD ��� -ow s.. S, SIAM l - nP wwe t, xtsa4 _ *`Ee Rnvr mIa¢e MEMBERS r0 5E SWHERN PINE No 2, W/ SPECIFICa/a �I�N�l�.rrlo,+„k%47.err_�Ss,ro.Dast 4li•'sir w,�Nr.: fas}'aans->aaS. na: fs*�S�a-M+¢r 2f&-E 75 DENSITY OF 0:55 OR EQUAL, .•'+"' 9RsWtN^ NA f/A4iFnILti4. jONgP4'ftE,(gyyyE O"Ou5P i§ ace «x rtsvperw aec ±u rx wvavae^ e+u " Wf:.1w , a� -u PE, + rwlrx m : gy-cET 1G pC aR !ALL AMERICAN SHUTTERS AND GLASS 1:24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HV Z) . =-OBS-Hzbci GN (LOCATION MAY VARY) TDP MOUNT (CONN TYPE A3 REQ'0) PANELS MAYBE T10TCMEDAS REQUtaED (-OPTIONAL W! 20 STITCH= PROVIDEO-PHATCONNECTiONS AND BOLTS w1TH.WASHEREO ANCHORS ARE LISP WHICH SkT15F( WINGNUT$ FASTENED 9 '. SPANS A%V6<a BELOYJ OB53RUc`PI{SIJ OVERLAPS$f NV DSPAN(UFE 4RPRQPRIATESINtNTABL€0 VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 N7,5. E1-EVATir1N P GLASS ALLOWABLE PANEL SPAN & LA S SEPARATION SCHEDULE: 24 SAUGE PANELS MINIMUM STORM PANELSEi°AkA Ir3NfflniNi ?«W55 (HVHZ, wiN2J ZONE 4 a ESENnAiI EaI MAXIMUM S Gil AL OwAe r I 1 f C T H NS'tAHAnt NS STSi N5TA1lA'1 N €rfiEA.£. i*RESSV RE r saD'T7AN 90:AaOV5 Tf tali aG A etJV C 6 isADE PSTl r''fAH x! i� .f O.0 krr- 3 6O61f1 ,,.:tirseV r-- t i 1�a.Dltl e:o6 z..0 1 ,<r sad i" 1dtP 6 7 1 � S3C6XSf' a.tn k. in 1b , EL3ULE NOTES: SCHEDULES WITH NEGATIVE ANEt FASTENER SPACING Tf MUM ALLOWABLE STORM PAP :IS ACCEPTABLE FOR USE W', LESS THAN OR EQUAL TO $ 3, LP.NTERPrY BETWEEN ACCEPTABLE. OTHERWISE USE EXT HIGHER LOAD, GLASS SEPARATION NOTES: t - Tr A[ E T. E � BAN _ i EDUtE WITH POSITIVE c DESIGN LOAD DETERMINE NTsA S. V EB LE MINIMUM R SEPARATION FR .THE P Nr ' Par.}4"ECTPSi ALLOWABLE E.FROM O E NG Bc LOADS R R l V' S ONLY. 2 SCHEDULE IS E'QUIREA 2, C USE WITH r LOAI MReart RAltr_RP4LATIttra BE'TwBEN ibnbs Is ACCEPTABLE, OThs�kw15c u5E NEt< riIGHER D BLE, O I anti TYPE A5 EGAD. �'al a 3- FOR TNSTALLATPCNS OUTSIDE OF THE HVH2 AND OUTSIDE OF rSSEN,ZaL FAC7T.r`TI a SN ASTM WING ZONE. i THROUGH 3, THE GLASS SEPARRiOY t d A.'A7 FROM ED LE N r D MINIMUM P n CN 1i(7 THE SGF. l_. 15 O.. UIREDA NO U. SE t.. . PROTECTED OOPENINGt OPENING IS REQUIRED. _ MAXIMUM ALLOWABLE DESIGN PRESSURES: €1S-NOTED IN DESlrN DEIGN N{a-T'EIS: SCHEDULE..$ PCStTNE AND NEGATIVE DEa GN PRESSURES CALCULAPED FOR, IS' WLTH'THIS SYST _M.SHALL BE DEfERMINEO PER SEPARATE ENGINEERIZ IN gCCfORDANCE WITH THE G11V% 110 CODE, PRE55UF€E REpU1ftEMEM'g pETERMINED IN AC-CDRDANEE WSTH ASGE 7 ANfCI{APTER IW),OF THE FLORIOA BUILDING CODE'SHALL BE LESS THAN oq EOUAL,Tb THE pflsiTTrNES ASSEMBLY AS SHOWN, LFOP NEGATIVE DESIGN PRESSURE CAPACLt7 VALUPStED HEWN FOR ANY 2 140,03-1/3 m I14CREASE IN ALLOWABLE InTRESS-:HAS BEEN USED IN -ME ow'"ETH1S5Y5TEN - 3. THEAREHt47NIENGTNEER DF RECORD rflR THE PROJECT SUPERS,TRt1:GTUR:WIN WHICH TH13 DESIGN 1$ USED SHALL aE RESPONSieLE FOR ItfTEG ,FALLSUPPOR r 3SURFA.CESTOT THIS DESIGN WHICH F E RIiy TH LBE 'OD O R D Y EPER G CTO _ SHAD C R TN TE 8 TH iAITT1N CONTRA R } SEPARRTE'S_ eciFiC'SS, t-❑Ee NE R[NS SMALL BER UIRED I! HERpEIN.�iQf/ AlOTT 5I, �R gAL7`EWIATE 5PArtNCRLGULA'r it 5A5 I t A BEU1RE0 M Y T°q HE'SYSTEMR ETA EREI t5 GE AE tC A d➢ ➢ ES OT 'Jif1E o TLECi A r R r O N v n RP I! bR A O rL SPE CS1TE FO SL E Gbh D111ON5 b3PFErlEt O PI TI.. N P4R ra' F, T I I FR fr F R T i E@FIDi. IA S I D HERE3 A L7CE SEQ E! EE a RED H T N PETA 1,E N, N NG N R R REGISTE CHtYECT' H I: !♦ E TE P IfIG DONML ARTSF $ A)_ REPAfl SI SEC N OR U5 E 1N CDhnUNCr30N \lrrM'rNiS DD'GUMPJJT d batik PqEFnURESNb�YE�41ERE7N #rRE BA5EboN'NA#IMUM TESYFD; aac. c,V Farmp cIeLD R PER TALL is, DESIGN As 3 D FNEAtL-LrC D �IN[N �E FdBLLPEtDi'ING IHNA'FDrRMh�aON OF (,1) C9HFL LANEIZUfA'N ENUTTERSAND GUISS E51F PAL AaERCH, T'1, 5201. TA524i.`B,TYL52p3 7RIP,R P,WDUF_T RI+'PRgVALNUNaER: VISIT EGALC10131543 0 f0[113 F:R4- C ITC3 `�I! H i) 11i, d n H I ram; I,,P, fa N$ieiH IFHEWREXPRliS CDMYKr� FdRRwrtWNALn.nNe (wsortrssP£mLEtcB MINIMUM ALLOWABLE SPAN SCHEDULE H Ha9dar e" 0' IF 20" Z4` 25" Z2z ?4' Cf' :i" '19" 2G' &NdoW'U' tiaadeI 0" 0" u, 23" 24" 25,27 2d" cr 24" 23" :6' Y- 2 &6 E ^U" Header a' D` T 25" 24- Pict' � '24" T 24" - 2T W— 3 '2x5.6 Sam le 23" 23' 23" 1," 3a' S t` ri" - 3ff' r..d-" 36" r" A3" " O BurRhN"F Treck 2-t" 2-0" 4" 2.. 'Y` 8 ` d 5D" 28' rib" 34 d8' ;Stl" 53" T a d 25" 251" mS' ,i Sr" 5rY .,5'" 57 2r � , � �' -F i r 2a' s 0 D7 24 4a 4"' 3U' 4B" *,A7` 7' 14cEMow,t. a' 24' AB" v c' z3• 2 " 4 zs' i� z4" v P4 131- z4" AS" a 3te': 2 3O° 53" 1 >.VA 1S SN DU! MCRL ARE MPMIM rM ALLYA4MAFJ,k ): 56a ifi t et 6,}6 i" :CA E6 FLOG P YC ! # IdG VO V W T 5 4S NOTiI NT P Eli K41k JO 4➢HnlT10NG N R Bfr raM Hh1 LER h }.� rw'§ YEC B k1 !. ' 4 NQ E -Y e5 A n!#. Y.UUtl.. YrihT. Ir0' .'.. !J0 SfY'AW4 !+R� rvLb S i. R ll7fiE4 Wl1EN . tk ki N. H ,+. _ 'RlWk1' H HAP TP r k,t F3 IN•. R tlrrt c at OL4P, csrrE rat •T L e na. C. INS T D"p tY ,N Afi,t- mo riHE St l SE I x. satrL rawtz iaeL' FOR at Ht,a u t "P e r-1� E fi , I^ S.1 D F' VSkDW [r4rLt dl. Mti tNtt .GPHDrn,ff6 f}CgU1Pff SE P 10WfAGri GL435 sl £2 Bnlr'-i il. M AF9 TH L _ eND a,rt AANk 5 4 bOFN 14:1r PC.HeI 4.. Ae{5 lES.TD aO n'dIT'+tM1INTHtf[ir ST'TiY+9P E, a u FA'ti-NEE 4 25 il G. n4 H. .I w aA t1 k. r <Peq 5.. E IAA SPA. i t U U9 t H_C�i4 f to E+, .Dd [1G5Up.E,. _ tit N ]6 4 DtfE C3:0. PP t P c_ f: L US.N r.NY'MUuf[,frA ! NN fY," T3., A!?A&f& ' sir . L Is At P , G ia+aDr7'O* FI. 9-»5 rr3 } 1 Rom* fJ tit OPTIONAL INTERIOR FASTENING DETAIL j Il I 1i r f! T 20-315 IA�L:aW ELaTC-clr l'At1k. 'f ENi Wly1 rYG9D ir4AH1Na •PAgr.G TF81F ,. PAHFi. N.,JACCNT Ir1 A� r4aE� PSN_x,+ OPTIONAL EGRESS PANEL DETAIL nI INTEAICBA rA�ENtNra reN KD[NI� a PC s vEw 16 I. ". "bJs, `{ aT I-2.zso'. o49n" 1. 4" g I, D r " m 12S .. N M 4 m ,094' �— -�r1.1zD":: DB# 1YP,. .ti, TIP -. ,dN $ �';k ..µi❑y•.•I1 qo _. np-as'062° n: D82" ry.. i9317. 930 I. , � L �C1 L75 �r.. ... N T., .3.5 : D62.:.-. I L... , I.- 1t:A62 e J�1'— 2 Deb -H-. y :.,... ,. w 06Z-'lr?.OaO".I- Tvp.. ir. 9 •L ,030 - 2vwu. isr�• --i zotPa" 1- a ,'"yww �m _ � _ BWLD�.UT U. HEADER '/.�:ANf.�LE. L:1J PAN n[DSURE. .�g�Jn-ANOIE+, t, ,.. �rP��Ir. OM-1- ER: � 0 _R '.J.. V' ' �1`. d m N w'" N1A I 3:3E0 MAX. .3a 5' O.3A"5" 0313". ©..33:1 3.I i4 N 1,SL 1560 415522 D.376 :9j?.-, O.s56' �� -. t P,%"I 9YERA II��� 1d,t375° FANEI LENGT �- 'a U-f LCG5 d 4,150 D.250�O.DSD". y i amp _.��' atRELnPN T-' D,09A" T� Hai BE' a.t1s5d250"� 'i --b- TYPE T7�Do4e" J-1 2.DOQ',.pOlnl-evri'+rli ilk 215° 11 =L5. - 4.714 @0135` 3D'r :57 BUILD -OUT Y TRAOK T, -RM NR e PR, TRACK D 690" 9" Kt- D W R, 4 A NDtilr &a lnm, _ 11 0376 O.BSS" 'Y 0.19D d f N _ Z 7.. 1 � rs ..•� a0- -..---.�- atREtnoN' p� J W . .. .. D.12s. o ,. 4' ,. 47 Pi ERS ANG1E REu EP: F4 , $ '- ' "• - iRfiCK.rEi:TENOEo] I.. F HI Hr }z SS r•'> it OVERLAP ' [KYJ.:,;[ $ R ✓ N. 25' MAY. Y.. d A _ .. M.K GDRNERL'LOStI EDETAI Ln"` MAX 1 t 'o •BETE (� 4A _ P t -fL drrrr r o [ w $U.LD-LONCUT o Arr'n- d ry 1 J '>tril, Ntll N 1'I rikll%k 11k .all Difir AE Th F s F C T Q .rL. 4 -N-1J it .cn IA a 'EIIS ED P- sCF-IM'.. - ,` OVERLAP >' u H I W - A'A'" L.l: , ,J,, �; MAX _ „ F•q: Hllfl rCllH RfH,Nl l: In Nf �klalt'ism � S� d i ✓� 25 MAN,. qq¢ vA HF i, T -d' II T,S, MIN 1MIN rR4 S'E 4� MIN. CORNER 0L05UREDEMit EMBED -' ,Nisi PF r t .¢. ' 121P'HW19 CLOSURE DEirl11 LE ANCHOR SPACING SCHEDULE: 24 GAl1GE RH;IElS: PANEL FASTENER5� L2.:5 IOC ' I PRO ffla®1 ffim w9m M iIMM111IMMmmt mnwlil I IMUMMEMUM - MUMMM® MEAMMOMIN M IBM M M1310113011311 maim NINE MEN FM _ �6•a q®�P.rTR��g�ia'iy6�H.}S.�ip®,,�®ig8�i� RStatl'Y�2ii °�IIISIY�LLyCsy�q��i.Tp�•gA�E ° room 1"../• SJa' EDGE DIiT14NGE fp M1p I'I.. rosrr oEs>fan iLNCMOR PRESSURE ES TYPE all_ 'slvua llPan„ m 'PAN [m u1 irdr .afNLH I5D ml I • fir• - �1r rL ' GN 1j�'PE cl C2 CA C4 '6 1CQN INN TYPE Ct tz.. r3 C4 - GOMXE c1. CZ t3- -C4 v 4 R m' EARED 73 I Ail.+t.nfvi 41 4H q u, 4 H��•�•�^ 2 5 7Z 12,F, l6c, le o 13,91 12 S _5,0" 16.0' 7 3" 12 S' 115 tx5 1E P"160 SH 1Z5 AD'. 15Ti' ES` 12.1, ls. 14 e" Ba- 12S ] e"16 a 7 .5 12S 1 0' 14 • 6D" ,7 125'--' 60:" 1 5 2 [29 6... ]fi. 16 D" P 5.D" ♦ 151 6 9 � 6. iD". 12 S 12 s 16 D" 150 1 b B" 4,7 111.'f HU' 2 5' Y,. 1 5" 2. i❑ Yt T' fi ❑" H 1 -1•' il .1 1 4' �.. 0 n l?x1U2'Floor, 33 woob6CRE1 4 t ] 46 52 72 Y 5 5. ' 25 1 P 0 toll" 0 125 1 60 li D SZ S' Y6D 10,H" 62" f 5 16.4'i41 a1 A251 160 9.' 56 7 ,i2S" 16A 9.7•.5.6- L2 5 IS -t 25 4 1$4"111 afi � 9 7,, 64' b 12 5 125 25 -,, 160' 0 9.6 ' 6.6 Bfi' iE 96 5fi 12 5 :' ]?.6't i2S 15 D ,A' 5.6' ie0 $.,$" 95: 1 R 96 S,b" i< P 14`LT1B[tr 3 4 x/ 3 TAPc1. P rOr',CFAS- 4 4H T' 2. a..rNRruNNu+ s i-1 125 9'.16a r 1a o 125 1 0 B L7 s 1 25' ]fie la 2'- t 2 D"�'13 .1a 8 i2S 1 6A 92 12 :' 6 16R 'D2"' 1 5 2 16 a" 11.d' 1 5 2 i S o 8 L ]2 5' ]6 a 97," 1? s L 2 5 1e o'las^.. 0" 9 16, ; lx s' 12, 5 la • d is a' 4-:'.: 1 9': r 1 12.5'- 1] S' s6,o• .1" s . 1,i ❑ 41". 1 "v'B^EMBED 7 't 33 ' FI PSllr YNI(lLtiti' 41 l4 U OgDB SinRC 4 B ., 52 72 12 S 6D'1 R 1. b 78° i2S i55 E, 0' S1° IB, 5 13B 5.3': 4 ' L " 2,e 1E D'' i❑ 39„ 1 2i id 5" :5: 1' A 4 3S'• & 4 4 } St .e".. H. 12S .4" 15 55" SD 6 2 123 4 7' 4 4 6.2 5 12 3 4?" 4.O L2 S 55' 47" E.Z6 12.3 T d'. fi?S -0 12.3" t 4.0' 6:25 ]2 ' 1 3 ANCHOR R NOTES: C L ANCHOR SEDULE4PFLtES TO .ALL PRODUCTS CERTIE'HEREIN BUT ONLY PO MAXIMUM .ALLOWABLE ANCHOR SPACT G MARIMUM ALLOWABLE SPANS PRESSURES INDICATED CATED .. IN SPAN oCHEDULE SH/tiLL,APPLV, 2 ENTER ANCHOR SDH@ULE BP9EDON PANEL PPSTENERSPACSNG, THE E7kPSTING STRUCTURE LD WHERE A CHq S FASTENid, -' ROw FACE OF STUD FRAMING TENERSMALL BEL 7ED IN H N R FA NAR 5 , FRCS OCA: EI CENTER OF NOMINAL 4" (Mil") W000 STUD DISTANCE IB ACCEPTABLE PARYW -p N 90 FRAMING) WOODSTUD eE)'SO3UTHERN P1N E' G=D 59 DR GREATER DENSITY LAG SCREW _ SHALL : VE PHIL IPS PA HEAD O REX HEAD. NA L _ N R - 11: REMOVABLE ANCHORS ARE. DEwAllT PANEALL-POINr5SOLID-5ET & BRASS BUSHING, FACHC ESCREWSSHALL AVE It!- MIWMU ENGAGEMENT OFT THRE ADS INTO THEBASEANCHOR AND MAY HAVE ETrHEP A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U-N_a- 13, MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES, 14 t® DESIGNATES ANCHDRCUPBJITT0NSWHIb4ARE NOTACCEPTABLE LEES. 20�315 Pl5(cEPCRIPn 4 _5 - DIRECT DITIDAL ,i: T MOUNTING l8 LPNEAR INTERPDLATIDN 6 NOT PERMETTEC FOR USE WITH THE ANCHOR SCHEDULES 1,157EQ%JIJ 15 THIS SHEET. -r—P N Zi Cu > O U 0 � N Q IL O O i .0) M t "O O �— Cn O ♦V Fn = � Q O � cCS o O L.L N 0 > H .Q .= VJ a Z Z W J Cn L. (D 12) -6--1 C/) �/ I c O L- 0— CL Q U C O ■ � VJ co M W W c G Q Z Z Q J SHEET NO. SH 1.5