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HomeMy WebLinkAbout6327 Lot 13 Blk 144 _ _ F _ _ _ _ i ; aoaoa000 ,/ v v El 1—:1E:1El D E] 11 El a - a � 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 6.1 FLOOR FRAMING PLAN p 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS U SN STRUCTURAL NOTES ABBREVIATIONS -SN1 DETAILS — S3 DETAILS AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handler Unit ALT orALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Gig. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL orCol. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONTT or C.T.Cont. Continuous CT or . 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) DWorD.W. Dishwasher EA or Ea. Each ELECorElec. Electrical ELEVorElev. Elevation EQ Equal EWorE.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR 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 HDR or Hdr. Header HGTorHgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of Insul. Insulation INT or Int. INTorint. Interior KJWALIL KlWall Knee Sp KS. KS or K.S. Knee Space LAUN or Laun. Laundry LF o L.F.Lavatory LF or L. 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 MIL 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 OPNGorOpn'g. Opening OPT or Opt. Optional PC Pull Chain PEDorPed. Pedestal PH Phone PKTorPkt. 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 SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWRorShwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.Y.P.Shear Wall SYP or S.YSouthern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL orV.L. Versalam VTR orVTE Vent through Roof/Exterior W or w Washer W/orw/ With WA or W.A. Wedge Anchor WC or W/C or W.G. Water Closet (toilet) WDorWd Wood WDW HDR orWDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) -- S4 ---- — ---------- ---- DETAILS S5 DETAILS -- SISM DETAILS --- ST ---- STAIR DETAILS SS ^ RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS Wp WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL — SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 _ HURRICANE SHUTTER PRODUCT APPROVAL — SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1,4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL — — — — —J-- 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. PLAN REVISIONS DATE VERSION DESCRIPTION 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 immediately. No gner/Ebackchgineerrges w be Office er dfo reimbursement 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. 08/23/ 12 1.00 NEW BASE PLAN . IMP 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 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. 2074 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. a J LL �- w LU T Ir z @ C 3: O �� oP w LcoWc°n�pj6' Z O N co Qaa J d rr N O Z W Z N P 0 0 z z o Q (OV) N M z C1 v 0 t` a--+ V.)W E fU NE 0 (4 �NU) c g U W J _ U x. U ) N Q N I� o �w M 2 Z za U_ zo Zo Qn SZQ cEa U oWoM ® Z rO R&Uz UZ a�a Z � wo Qzp M�N- L � ¢ 4 U o mi Q Z Z U) a� J a� < w N0 Q Q U N W W 00 a� o y �� 10 So co <t zzl<TT° a 3 a c Q ..tom > M J 0 rn m m Q� c9 L C T : T d- Q C Y T �h v / m O N U-) N W w M i N i6 N o z Z E T E w d m c d U � Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S VARIES, 2" LESS THAN CABINETS BELOW MIRROR � VARIES w_ / MEDICINE q CABINET '0 o, o, LL Q LL Q O � (V M C11M 7 m 0 00 KITCHEN 0 cQ -10 MIRROR 0 o E0 o O. BATH 1 mill I 111 ILI KITCHEN INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I TOILET PAPER r HOLDER (V SyWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD TOWEL BAR IN TUB OR SHWR. Lu - SHWR. VALVES _ a °o SOAP LO J o DISH U rO o ff TUB rn SINGLE ROD BATHROOM 2 I 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36 H BASE 0 0 FINISHED CABINETS- COUNTER TOP 30" H BASE 4 CABINETS - 00 u- SIN 4 O 2x �? °y FRAMING o 0 9 1/2" GYP CV V BOARD FIN, FL 4 4 FIN. FLR. x . 0 N BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE -� TO SECOND FLOOR KIMMAXC�TIIIIAM HANSON BOX 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT z U -J Q �U OU w Eo= >w 4- HB 0 7F,,-n„ 12'-0" 13-0" 8'-3" 3'-9" AC PAD O HB 35-SH � NOOK I - - LANAI I I _8.8' f CLG.--_ 8'-0" FLAT CLG. AFF TILE I - -- 12'-4"it H. O6068 SGD I i b � I I _ _ II n. O �R 0 - Z 3 I z bN -- �' ' FAMILY 8'-8" FLAT CLG. CARPET 2--1 ill 3 " a r - 2468 _ 8'-8" FLAT CLG. = ? I 1'-0" TILE rn &4 f FLOOR G.T.- _LO _ ~ REF.--- ------- _- _ 6 I iv 5'-74 , 3 2 (3) 2x4 #2 SPF DINING STUDS w/ (3) 16d GG - 1 NAILS @ BASE 8'-8" FLAT CLG. 0 S3 S3 eo CARPET 3'-3" 42" H 112 WALL OR RAILING PER SPECS FLOOR G.T. - - - - ----6 C7 U (3) 2x4 #2 SPF it I O N STUDS w/ (3) 16d I0 M U- NAILS @ BASE 1 - 4068 ARCH P W D R - GG D. S3 _ 2�8 8 8 CLG, (3) 2x4 #2 SPF - Ogg$ TIAE STUDS w/ HTT16 I T11 Q AT BASE - 'n -PE NKLAUN_- FOYER - 8'-8" FLAT CLG. Q S4 8'-8" FLAT CLG. TILE H1 I SW TILE r - T 24' 4'-0" 1 T-10" BUILDER TO 35 6'-74' 10 EDGE OF SLAB 2" .- _ "' -_- PROVIDE APPLIANCE D1 BEYOND WALL E _ L!_L 1 PROTECTION REQUIRED WHEN PER FBC NOTE: FINISHED WALLS 00 ' TO BE FLUSH. FIELD I M I 8'-8" CLG. A.F.F. G.T. VERIFY_----- I - ----_-- ------------------ _ 8'-0" CLG. A.F.F. - - - - - - - - - - - - - - I I I W W UJ z Or_--�5471 JENTRY '-0" FLAT CLG. AFF m_;=_ATTIC ; GARAGE ------ Ix 0 L - J 8'-0" CLG. A. F.F. > -J00 _ _ _ - TYP. @ SINGLE N STORY 4'-4" 1'-4" A S3 (SEE AA/S3 FOR STEM OPT.) r- - - I I I - - - - - - - - - - - - - - --- --------------I. I I I I I I I I K I I I I I I S4 TYP @ I j I GARAGE I O I - 16070 OVERHEAD DOOR V-8" 16'-0" 1'-8" 5'-8" 19'-4" 25'-0" 1'-4"XV-4" "L" SHAPE CMU COLUMN C� N TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 1'-4"X1'-4" "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 114 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 92 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" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 D +26.6 / -33.5 O SEE SN SHEET O 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 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X252 S.H. 13 20X383 181X373 S.H. 14 20X50$ 182'X50 S.H. 15 20 X 63 18 2 X B2 2 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. i H3 27 1/4 X 38' 26 x 37 d S.H. 1 H4 27 a X 50 $ 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 3742X3838 36�X37314 S.H. 24 37 � X 50 a 36 z X 50 S.H. 25 37 J X 63 36 z X 62 1/2 S.H. 26 373X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 z X 251 S.H. 33 54 X 38 3 521 X 37' S.H. 34 54 X 50 s 52 1 X 50 S.H. 35 54 X 63 521 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. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 (GARAGE / LIVING) I R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - A 'd 4 � � ce) N 00 X ,r N y (� O O co fL �>LU z ilug - ,,.... ♦44�t�s13� , v C i FL 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. CD W E I a C, M8 Nr- - LQ 0 .2 =�co. , w n_ W rn r_ r= ° LL w J LL w a �y 13 a z _ p 0 m c ,.cc co 0 0 F- w of 0 W rog�� a Z L0 M z Y p unW N U z Q 0-j U) W ❑0❑ CD Z N c) o g cOto Z N a WOWa - N M V) v c� -I--' (� w 0 - � w o t!1 � N = .) U c 1 „ J _ E 8 = L U o 2 c co o ° �A N I� o co w M o Z �¢ IJ1 ca E W 0 �z > a� az z Wff f� mo X U Uo Q U �z Z O 3 N az o wo dz ¢w a? <o mo C _ - a wa ,o o zz <w z _! ! r� 22 N ; wZ p 6 gz W Q w �2 a to w YK c� �� � w w U_' o Illllllll� v w oN a °3 �C) > co J 0 rn a� co `v It co T' = T CT � V /1 CJ 0 N (� N N � Q N T ui m .T N co iri N o z z E T N `a c a. E U -J Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING D 3/4" PLYWOOD DECKING 23 PRE-ENG FLOOR TRUSS - ----� B 1x TREAD (TYP.) _10 PLYWOOD 8 DE DECKING ` �.•;�� \ 2x6 LANDING 2x4 FRAMING 7 \ 1x RISERS (TYP.) `I - 6 5 4 42" KNEE WALL WITH h 1x8 CAP & CASING OR STRINGERS GERS - 3 36" RAILING 3/4" PLYWOOD DECKING 2 1 2x4 THRUST BLOCK 2x6 LANDING - 2x4 FRAMING TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 36" H. CONT. GRASPABLE RAILING TYP. STAIR SECTION SCALE: 1/4" = V-0" 2x4 THRUST BLOCK 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 7314 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 318 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. 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. r SEE PLAN FOR LANDING DEPTH i MIN, (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1; STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC m PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX, FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH �N CONT. HANDRAIL RETURN TO tL LDETAIL SE: NTS 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'4" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT cZ) -v EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE 6-7" 16'-1" 2'-4" STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUD' @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH 1 ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS` ** H1 D H1 O 2x4 #2 SPFSTUDS @ 16" @ TYP. @ O 6 B 6 Q.C. TYP. 2nd FLOOR CORNERS (2) 25-SH 1/2 33 SH rEXTERIORWALLS EGRESS D2 TEMP ID2 19 4-SH N0 B BS.PC1668 O C.) F 24" 5'-6" I 3 M DZ 24s8 0. BATH 110 o TEMP. GL. SIM. w/ (1) 8'-0' FLAT C IG ENCL. ON 42" G.T. o RUSH HIGH KNWL, MSTAM36- - - - - - - - - - N - -_,� - -- @ BASE _ 48x42 REC S 12'-10" T-2" -0, T 7'-0" WE 3 D2 E Sim. w/(1) ' A.F.F, MSTAM36 ATT;2" ___ IC IQ i @BASE OWNER'S BEDROOM io ACCESS 8'-0" F T CLG I� CV N EO CAR T 8'-0" FLAT CLG 2468 ( P CARPET F N 4068 9 DO B.F. w 80 o ----------- N = BEDROOM 2 R/SH - - 8'-0" FLAT CLG CARPET T-6" 4" 4'-8" 4" 12'-2" U) r U)� 6 r 60 D2 i+� N W O LO LID �t A H1 16 42" H 112 WALL 2668 5068 �^ 15 OR RAILING PER B.F. SPECS 14 J - - - - - - - - - - - - - - - S6 D2 M 13 �' A R/SH TYP. @ 2 N 12 STORY. SEE H1 O 11 I TECH 00 o JJ/S6 FOR 10 CENTER v j n3,-3' STEMWALL i OPT. 3'-11" 9 3'-3" 5'-8" 3'-4" 5'-7" 1 8 ti6�� H TILE TO L1 7 L, -- �- 0" FLAT CLG 7' A.F.F. 2868 TIB T TILE 6 I 3 II D2 0 N SIM. w/ (1) E A MSTAM36 �s @ BASE00 8 CID 4-SH N BEDROOM 3 D2 r 8'-0" FLAT CLG SIM. w/ (1) -- _--- G.T. - I -----CARPET --- MSTAM36 -- - -I- @BASE 11'-6" ------- G.T. - - I --------I 00 oo too LL I = SIM. w/ (1) �- m I a I MSTAM36 3 BEDROOM 4 Y �� @BASE 22 8'-0" FLAT CLG I Ci 3 SIM. w/ (1) CARPET i p2 MSTAM3600 0 = @ BASE d a I m 1/2 33 SH I H1 O 6 I I D2 i N 25-SH 25-SH -EGRESS p2 S22 EGRESS D2 � <>(D H1 O I M I - - - - - - -.- - - 2'-11" 'IT-6" 2'-11" 2'-10" Z-10" 41 19'-4" 7. 5'-8" 70, 25'-0" I I I I I I I I I I I I I I I I I I I I L--------------------------------------- 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 H 1 (2) - 2X6 #2 SYP W/ 112" 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 11 114 LVL 2.oE 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" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 �G 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 Flan (Flange) g) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20X383 18�X373 S.H. 14 20X50g 181X50 S.H. 15 20X63 18�X622' S.H. 16 20 X 72 18 2 X 71 1 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x373 S.H. 1 H4 2714 X 50 s 26 x 50 S.H. 1H5 274'X63 26X621/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 s 36 2' X 37 3/4 S.H. 24 37 J X 50 s 36 4 X 50 S.H. 25 37 a X 63 36 'X 62 1/2 S.H. 26 37 a X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. 32 54 X 26 52 � X 25' S.H. 33 54X38s 52'X37a S.H. 34 54 X 50 s 521 X 50 S.H. 35 54 X 63 52 z X 62 1 S.H. 36 54 X 72 5212 X 71 2 S.H. 39X59 40 X 59 N/A S.N. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted, Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent, • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - A SCALE: X"=V-0" o co CytV O ;Y 6.� �? N -0 N 0 0 0 UJ 'jC w- !rrl3�'�i S���r�3't1s aeN+ ?10 Y 1% /c � �0®' "• L .F .•'" kr RDfiess1C3,�.�'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. ti F o E ^ O Ce) r• 4 p (,4 N J t� 0 �2 . w �r,_ �Wa- cicLL n.a �LLLL a. Lu Lu �Ito 13'*;S:Ec��;Wo o (u W 03-:� LLZ L0¢ 0) N coM z -J Z pV W �El 171 V M � Z N cn 00 00 z o ¢ v J d M U � z �4-1 Q) _ o LL U ° �O/� W o �/ / Ly N i '''l���)))1 U s I C) o N OD 0 N Ol o CID �w M g z � Q E 0 w1® I. v ICU .ro ¢0 oo _ K O a D O O U o ss Z� o CV az o ¢ ww ¢ L �= - ❑ z< ox.1 � m i �rO Z N C� -J m a� Q W �Z o ° U Li a N W mW =3 (9� >0 C.0 V zla a 003 y O 2 >M J 0 0 m C� � M M T TT Y �� U) in Cfl r O N a) N CN <C N r E c CM z @ z = N E r E CL ci ¢ o JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 1.2 I a I T.O.P.------------------------------ ---- HDR. CJ CJ EXTERIOR PLASTER ON FRAME 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 5I I tK I 1/t JJ JI I ' ^EXTERIOR PLASTER � DETAIL /XI ON FRAME 5 25 SH 25 SH \ i.. _.. TOM T.O.M. @ GAR. / ENTRY ---- _ HDR. H SCORE STUCC 00 CD CV r FIN.f /--------Ilk ----- -- --` 12 �5 mm� TEXT BAND 16070 OVERHEAD DOOR FRONT ELEVATION - A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS JRED NTITIOUS i ON CMU ED STUCCO S 6" SCORED STUCCO BANDS SILL DETAIL. SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL, SCALE: 3/4" = V-0" SCORED STUCCr BANDS I. 1'-6" 1. DECO SHUTTER SCALE: 3/4" = V-0" I.-FLR.- T_O.M.- O.M• (a� GAR_ - HDR. HGT. SCORED STUCCO BANDS FIN.FLR.---l------------------ILA_ A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,—FLASHING CJ / WEEP F_ 35 SH —------------------------------------------------------------------------ TEXTURED CEMENTITIOUS FINISH ON CMU --t------ RIGHT ELEVATION - 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. r Lovering 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 Ur N .�- Cfo <C. -"� < 'O M N U N 3 > i13 o t _T CL 1;2 15� \ e S S 1�0� ! F `IPIIIit 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 LO W d E h QO M U N 000 N J v � LO , -, 0' M �rl-a _J w a Q ojmv n' YYn LL LL a 5 O 0,g Z L@°' o CS o Z_ 00 W ��pjO' d a Z Lo N M Z uJ O IL° n &L U � y z O U W ❑00 z N o o z z o J — N z 0 V w VR V _ O wC) o V) N �N — U W J !— _ EE N U o�..... iI✓ L U ) y c � � ¢ 0 �Q m o M M Z ¢ Z Z LJ_ E E Z O > N a® �- o E CJ W° � o a -- U .8 O 0 Z O N r6 It¢o ¢z w0 cow m C 0Y U m� o OZ Z Z N�Z N oa z go W Q u a Z N NLL w w X �8 >° CD co a� .2 > CY) a� rn m co O L i� : T d- r Y T ^ LL U m O O N Ln CN Q N T (D � CV iri N o Z Z c E T N E ti m a U ¢ p � JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 2.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5L, • E0 1/2 33 SH CJ r-lnr-Mf1 f A[+[+ C%"Iklf�l r- IAIGrAI 1 =% AO M=M EXTERIOF PLASTER FRAME TEXTUREC CEMENTITI FINISH ON 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2ND FIN. FLR. --------------------------I-------t------ O.M. FLR____1__ CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = 1'-0" T.O.M. DR. HGT. FLR. 1.0 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-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 t OD X N IZ .41 i! C T U N .0 s� > U N W c �_. (4i O 0 V L.- W i` ,,,. ,�\`yyyyy`�1t16111J1111�jl��' RO w • o 1-11 r r \� • T� <CNR o- �F g F L 01 \- �c,2 Id°°•�•'°•° .°••°•••• 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. �0000t» U) W E 00 O 8 N C B V 0 LoQ N �f LJi co `` W a cn � r. 2 - w _ M V a a Y LL LL a W � Z0 ,a =asaY2Y2 L�°o O~�j W Z LLZ U)W a 00 N M Z N O O U V � co W ❑�❑ V M Z N o z �<0 N z o � J — d 4'l to z Q)1 U 0 LL �' T (6 UJ w w g U! •Ly N �O N U) in +' '1j`J11 U w m E L U U ¢ 0 N O� M C.0 W co 10 � EE � N Q U �0 Uj '0 ?® 00 O o � cli aO <o Qo aE �W W� rp C - 22 m o Z� Z J ¢ � z to N . o Z 5Z °z W a 3 _W Fr CD C z a X3 Xo co V 1w ZI� o1 U �O 0 = > C`0 J 0 rn ro crs 0 c r :3 T I--• co ate-+ 0 CN CD N N Ln Q 04 T i1i w N o Z E r m a U Q p JOB NO: 22-02363 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 UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF 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 ?4 FOUR-WAY SWITCH yR 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 ,1 EXHAUST FAN/LIGHT COMBINATION nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A1200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA t 10 #12 copper to 20 amp ckts 150 AMP/ 200 AMP 01 #10.2 copper to WH 10 910.3 copper to Dryer 7-,T MAIN 0 200 amp 150 amp UNDERGROUND [Dis POWER CO. FEED INTERSYSTEM BONDING O TERMINATION PER �I or 4/0 SER Alu 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1.5" VTR ill 3" VTR I� I� I I I I ^ I III3„ VTR PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER tG1I I Sv DI:FI � I LL a GFDEDICATED x I NRECEPTACLE VGF FORMICROWAVE RANGE:,FGFIHOOD PER SPECS DWI ............. ITCHEN C:l�Z71iv LL IIIEI 111 FOR SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" A/C PAD DISC. WID GFI DEDICATED—` RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS m Er W W 1- W Z J_ �02) co�U� > -i FI \1—DB & GFI TO ------- BE ALIGNED VERTICALLY I I COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / / PER SPECS FIRST FLOOR ELECTRICAL PLAN - ELEV-A ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I II ----------- I I 1 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 N co �. U cat . . 117 X c. a Q y-. 'j) W +-C+ C 7 Va 4y 0 w 00 W > > >2 N C 0 N N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N $ to H o8 o mop N Q Q LJi. 7 � co to # '� LLI -o to rn N r'� J w a LL a Y 0) co� Q 333 LL LL 3 a Z 0 0o r@� W Co ��°'°' Z L ° a N t,Nj Z �' S2 O Z O r U W Z N o o z � N z o � J — d N N M V O Lu O —� N „c O �N U minF- J i = w U o ¢ 7 N [L a I� o co ffi M zo � _ Il- r zo O >o O E wLL z o'c '0 as Z _ N VO az o ww i wO ¢o rr� w� ra z Y m o O I. 2 Z co U1 aw go a TW W �o o, _r 13: 3t CD<F Jw o Yo Vim' z°I¢T°U a ?i 0 C 0 i. ` �M J 0 m to 0 M c T- oo--. Cr CL v,^ O m .� ate-+ 0 o N Lo N Q 04 T 6 m y (� N N o Z TID y c a c0 0 ai ¢ o JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 3 w 0- 0 N Lb 4'-Or " ROOF VET 5:112 SLOPE 5:12 SLOPE E- z uj ZONE-2 0Lu IX ATTIC SPACE 9 O 0 1170 SQ. FT. r w uj O c T uj ,0,^ �``�� V/ T 5.12 S 5.12 SLOPE�I w CL N 9 577 :1� 2 SLOPE 5:12 SLOPE Lu I I i I z ZONE-1 I w 0 ATTIC SPACE' 01 316 SQ. FT. I I I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: %4'=1 r-0" 73 C �L0- o ca -� ;'O�Y a) _•',.�� tom. Q Ec .� /� J lV N O V t6 0-W �1INX���0�0�1 N '� v ccU C'�Q �V4_. w v„ .LW 4'• ,p�p'•..........•���`' 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W d E N �p J LL 0 7 in co y Rt u. W 0 rnr-rL W a LL Q C _j � o Y Lu J U- LL a K O :�; .cmo�OFW �i-C Won ��6j°' ¢¢� a Z 00 N Mz T_tn O = O C) W 13El17-1 C-4 Z M N M O 00 Z Ws N Q v �• LLJ N C Q) nv '' v lL W � LU � a t0 V O W o G N� 1 - (n U W F— E 8l�... I U o N �Z Cl) M o z U_ O � Z Q 4� Q- O E u W <_ Z® a ° Z CU tC - E N X 6-¢0z ao ¢o 00 0` a z 4 �w d L rp 0 Z2 z Oy J 0 o O� Z Z J 0m �w N o< ZZ 3� W d Q a yw o �z =3 -F -o O V zl¢ a� 00 0 0 cy) J Orn d" ca m 0 M mm� CL VJ m '-' o N Ln N Q N T ai c N � M 04 o Z z E s- E d •• 'D U Q 0 c J JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 4 v "e b. ° v e r N' N..N, 0 i ----- - - — -I-------- — — -- � ---- -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL �o W O J Z Z E5 O 1 9,-n„ 1 -,;,-n„ T-5" 5'-2" 3'-5" 11'-8" 1'-4" 2'-6" x 2'-6" x AC PAD L TYP. @ #5's E.W.) S3 PORCH II r �INDICAT S FILLED CELL 0 o W 1 w/3000 P1SI CONC. GROUT 1 0 T 00 o FROM FTR. TO BEAM w/ (1) #5 1 W I I REBAR ERT. ABOVE SLAB. ■ V) I o TYPICAL @ ALL PLACES I 4" 6'-10" 5'-10" op 00 II SHOWN. HOOKED FTG 1 co DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. 1 o 9 GRADE 40 STEEL I 1 C.J. 1 o HVAC CHASE T I BASED ON 3' -1" — — — — — — — — — LOCATION M PROVIDE 1 1/2" RECESS FOR SGD IS3 ■ 1 REFER TO MASONS 00 r SCOPE FOR WIDTH.I Cl) II CDrj I I 1 ■ 1 I� �o � I C I LEIJ I 1 • _ f _� C.J. s6 TYP. @ TWO STORY 4'-1° 13'48' 3/2' MIN. 3000psi CONC. 1 SLAB FOR HERNANDO 0 COUNTY ONLY. 3y2' MIN. 1I 2500psi CONC. SLAB ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER I GG TYP U 71 U S3 1 ■ I L — C.J. — — III I I _ co I I N III ■ III � 1 I L_ J 0 I 7'-3 N 1 --- --- ■ 10 PLUMBING STACK I GO S3 o C.J. in _ 13'-1 co _ — 3,-0„ — STUB UP TO 2ND FLOOR 1 I I— ) 2'-6" x 2'-6" x 1 1'-0" w/ (3) FOR A/C — —J — — — — — — #5's E.W. 1 _. i _ H C -3 1/2" K o I S3 23 iv W 0w I 179" I Ig ■■17■ ■ tL Q J w0OZ) ZW 12 3 0 3'-11" 1'-6�' >_ I m ( O Q ■a Q a PROVIDE 1/2" X 9 1/2" RECESS FOR 1 iv ■ _ ro U Q FRONT DOOR - 4' I O� I a9 r> I u V TOP OF CONC./ ` W W I TO BE 4" J PAVER M ■ i > W BELOW FIN. FLR. i ■ — - C.J. 0 4'-4" 1'-4" 2'-6" x 2'-6" x 1 — —e! — — I - o0 V-0" w/ (3) TYP. @ I #5's E.W. o SINGLE I 1 S3 10 STORY ■ 1 1 ■ TYP. @ I o I ENTRY A 53 I � I '' I 0— ;� I (2) #5 VERTS W/in ?S3 (2) #5 VERTS w/in 1 o FILLED CELL FILLED CELL — — J ■ ■ ■ 16-0" 1'-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: Y4'=V-0" 't3 P` Cl) (� ill-Nt. n1 ra X . L N t•i �' tt5 0'. m ' U ) "u- Q -Q o � 7 [l. 0" " o ;� v:'�G• E6 A ` N• 'a cli 0. �.`< , O�SStON������ o�fr��€t{fEt�tRttci�l�'�,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h W 'c E 00 a 0' M8 NCB •� N # LL cos -n aD w # W R tii fn N ~O LL IL QdjM<Y Y C J W N (n W LL a u_ it 7S Z13 L O' FO(Nc0 0N� M¢ WZ pjica� _Ci O04Z Kto LL IL��-.1 < U Z N M � O z z ti M VI N z cc v - _, � D'4Q w -� U r 1wi 1 Ofor o cN c t,/) S U � W E m.., I U o m & N I� ti w M �� o Z U_ w� O � � N Q O Z® a N X U o U o, zo O E N F a. Q z o Qp W z �� W L C z Uo' U y o mo Ou Z z QW o W Q U �� a nw xk <o N� r3 nj CID ¢ zIa .a O J M p cm m O M � r r '— f ^V U v J m O � O o N Lo N Q � T ai C`V M N o Z Z c E c a U Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 5 0 _ N 12'-0" 13°-0" 2 D2 FT3GE 1 TYP. @ D2 CORNERS 0 bo O A @ 24" O.C. MIN. O 23 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N.. 1 T.Y. 1 L1 O M RG. WALL a C7 O O m F'8G FT13GE r FT11 r -n — FT11 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL (2) A r TYP U.N.O. 35 22 D1 FT9:::;(2) A CJ3B IbN)D1 CJ1B Xl­)l FG3 r NI L L W 1 t� 5'-0" I A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) i z I I :t—� B4GE 5'-8" PER ASCE 16 OF ENGINEERED WIND PRESSURES AND OSUUCTIIONDESIGN S FOR MEAN ROOF COMPONENTS 5AND RSH /IND SPEED (ULTIMATE) 140.0 MPH /IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY I C EFFECTIVE VVINU t'KtSJUKt HNU SUt I IUN (rSl ) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 78.58V(g\� ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O,C IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 01 ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: j (D SHINGLE: 3/6' EXP, 1 C%s) or 1%2" EXP. 1 (3�/16) I I I I® TILE: 1%2' EXP. 1 C�16) NOTE: I I I 1 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS ® 96. 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d 1211z" x 0.131") NAILS ODASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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 SEE FIND. PLAN ° FOR FOOTING SPECS. °`•' '"° -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO.. E PLAN FOR DIM. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1 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 HD313 * 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 l/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)16dx 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" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 32) 16D SSINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M3.800-F wl (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-1Od x 1 1/2" 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 3112 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—A SCALE: X"=1'-0" e t-d rn X N f iL 0. (i3 -C f(S 3 .>, (U L]. 0 _ cl� E f6 0,0 U ., r ( L. CC Q. w. ° N S • ''••.�, kip Zz cr Fj%� �. U F. O� AO el3S30t, 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 r � E I co ti rWrf p C (co, r ,+ N m LL n+ LL C -0 w d1 i� n r,- D w a O Y M LL LL d Ly J 0a Z warn Z o 0~ L ro o w 'coNm O W ��pjO' a Z N C0 IY Lo O I O U U VVi Z W V M r Z N M QD z o d Q M WN -V) ,Z,nn $ W V O ,v W � O w o CI1 Lv N cn _U J E _ � m U o Q • N �� O CIDZ ¢ w M M w o� LL QE O zo �g wLL >� <� ?® >_ oQoz z o N �z ,o Q �z L (� C O o U m . 0 Z oz z J m ¢^ Q W �z to N o� S Ca- { a Ww C-)nW � z 7 F J O M w4 0 a 011 V' za O > co _J 0 CIO c T' =3 .-. C m a) O OLo N N a T E m N iri N o Z Z =3 E r c d E U J Q0 J JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. 6.1 0 N 25' —Ol l 191_4H 51_811 (2) TYP. 2S ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET') () VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE:/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 i%6) or7%2' EXP. 1 0346) TILE: 1%2' EXP. 1 (33�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/" x0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x. 120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft 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)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" 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 wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY FV (2) LGT2 4060-M 3770-F 3500-M 3240-F `N/ 2) 16D SINK 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" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (A) I OR 2 PLY BARRIER 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 1 0x DG(A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. 0 cc CONT LEER Ilop ff rCD t CV) Lri A� MIN Elf 'n ) Occ 1�1 R :04 cu D SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" N ;i tp RT i > 7C2. } � S2 U.,,l p � j = GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with verttcal (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 8F44 1B/1T8F40 1B/1T 8RF40013/1T 81`32113/1T FORM & GROUT SOLID � J U O #5 BAR CONT. 8F12-1 B/1 T 'Y LINTEL DETAIL SCALE = N.T.S. 01 Elm N N no I T t,t UL, IL VH I I l'4 #5 REBAR MIN.(1)R1 AT TOP ALTERNATE POWERS F=FILLED WITH GROUT/ S UNFILLED R =RECESSED 1l2 CLEAR STEEL LINTEL ° e QTY. OF #5 ° .1° REBAR @ BOTTOM OF LINTEL CAVITY d .M.U. #5 REBAR AT TOP Q g w e° ° MIN. (1) REQ'D G G 1-1/2" CLEAR 8F 16- B/1 T U < 6 z ° ° 4 e e bo 2 z GROUT P tNOMINAL. L6 &DQUANTITY ! Q C.M.U. OF 5 REBAR AT WIDTH #5 REBAR AT a O BOTTOM OF a y zrn�w 3 TOP TOP 0 LINTEL CAVITY o U to w NOMINAL -BOTTOM 0 x U O Z HEIGHT REINFORCING m¢ ¢ c7 ¢ 7-5/8"ACTUAL PROVIDED IN Z a O w ui L 8" NOMINAL WIDTH LINTEL ¢ _' N . a CL �: ! 5 REBAR AT BOTTC AS INDICATED (VARIES) v~i it ' MATERIALS-16 . cif p ca�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8' aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ GAUGE POWI STEEL BOXED L POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 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 manufacturer's 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 cementibuos 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 a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4'x1 J" TAPCONS OR TITENS "CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" 00 r 0 O 5-10" LL 13'-0" LL O 8'-0" LL �O 4 -6 LL (K) 4'-6" LL MIN,B 5'-8" LL MIN.E 17'-4" LL LINTEL PLAN - ELEV-A SCALE: Y4"=1'-O" 0 co - Co { � L W tit 0 a) CL Q a N O O :3 1= U CL W , • c1 �• ••`••.\v` ••• ,.N��° •• Ct ••�Y l - �A • •�`O yJ��2� o� _ � '� ••.o L � 0 to 1 a N, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H o f co n Q MNr__U $ N C m LJL Lo Q N n LL W V) W I-- r-L v_ Lu a r a m 'mod' N W WLLLL (LL� t9 O Z L 03 _ � 'ca M O J W 020) ¢¢c Z co a N M Z w N O 06 v -_' CS Z M as Z N M o a Z N 19 Z o ad Q J a N M W V) z a 4-J cn Lu O w o N Ly N V r- E ® w 1 z� = w d U o N ° 0 co Q N o sm M i z M o < LPL fl- O wo O� �z yN <N z® co41 V - gU UO o Z N az �z wo wZ wz • 3 L- ra �_ � < z Y m R 'o .z Z G W co e W CL� wLL d N� � yz _;yy �3 o cD ¢3 5 5 Lo o � V u 3 >M O d' cc 0 i t0 d' r Q U r m CD ~ O � � r%% o O NLo CN Q T hi m 04 v; N o Z Z E T ayi E a> m = n U Q pre c .a JOB NO : 22-02363 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 ALTERNATIVES W OD 0 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 1 24 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING OTHER HORIZONTAL [WITHIN 45 DEGREES .79 RAD HORIZONTAL] SURFACE ADJACENT TO THE GLASS SURFACES, OR 0 ER HORI 0 [W T EGR S (0 ) OF NT 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 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1,1 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 2.12. 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 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. 4• MATERIALS 4. 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4'. 2. CONCRETE: 4.2.1. 3" 1 Y" Ye 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 (318" 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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED RAL FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL 0 R U SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL T RAL 1,U 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 V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpoulr 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 T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barriermust be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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 8". 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. " U V- �y { i< 6� F 0 W iU ;> €f} S2 wr E; M 0',,,O a U = co &- " > { © ul l��3il !tltP 1610, L 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. W F off QO M N N N aD � 86 a)"t , a '7 to Cb, u) �k , W 0 W err- LLwa di cN+m c) c Y 0 F- t o 0 i� NCO W O J W ocor m_j W co d Zoo o - NM IL LIN NZ U U U) ❑C0Q IO Z OfW ] C9 m Z N C(7 o � o Zo Q - aZ�; M V) z _ o �a) U c w o 0Ln �, (J7 C w U w � r x� U o N c rn aoi Q N IIIO o M co n� zo w z U- U- ¢ ce E n- o I= U o0a® a� w¢ Z Ia O E N XU �z 0. o `o )o O� K z a �� m� Z r6 J z Y U mm o oz z �Wn zz ar g zz �o a W log �F c, < � o CU mot' z l¢ o V 3 N p J > M �; m 0 00 r , Y �� �- v) ono O N Q N if) r 6 m r N M iri N o Z z E T- E ca c a U Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H H C G O O O 5'-0" Q STUB -OUT FOR o GAS METER O o � U O ~O CV _ • 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'-81, (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'-311 (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/ 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 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 ° x � 1/8" gap FILL CELL STD. 90' HOOK BOND BEAM h SIMPSON MGT ' w/(22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR I HOOK (�(�� BAR F 2X TOP PLATE 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 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 2" min. 2" ) gap max. � 4 max. /71 Clinch nails T 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows.from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ InarN N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. + T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking l Ise T' (1Od) nails at R" n a Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. IVV I'IVLLJ tL/�lLr 1 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 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer 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. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 77 61, A 1 2' ROUND HOLE MAY 61 61� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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. 1Y" 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 Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s® 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14i' 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-718" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7181, 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL .A w �3t oo FINISH GRADE Backer block (12" wide min.) 7 I I.�I I Nail with 10-10d nails, Install tight to top flange. SLEEVE THRU STEM s . A-' SEE PLAN FOR °• ° . • • FOUNDATION INFO a' < d' ° STEM FOUNDATION GRADE y Filler block. r �—REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth go I —JOISTS BUCKETS N.T.S. /-VV U171HJC 4 t'Vt, 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. T/2-0' LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION r d °. I ;,I�Ilil 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"—\ CENTERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / r PLUMBING LINE d L d M 4'd d CD d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a d . -. a E d O d a � � d SEE FND. PLN. SIZE & REINF. C (. L a + (a 4.714 c. 61S r_ its C (+D -0 > L��'.� W a to rn O-.. 0 n C L) +_ >�- �t9�191ES9�BIf !s �.a eoe +eeee b ,p• S 'G r J;•vO�.r G o Q��B E��16FEF€�ErtR1��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. 0 tW- o E 3 a 0 M8 NIA N a m 0 M cnt-r-° LL W a Q N M V EL Vj to JUL LL �y�y o- ui W 0 Z — -d `— CrZ m c � 3:0 rmo O— � ro N m C)Z Z� ¢ad co a 04mz �rn0 ILLW OC) a CDW Z o00 ME NNm O �o Z m N Q Q Q a r WWAN M in Z0 C9 a 0M c w .0 o .� O wQ) $ v I U E — m 8 zi'. = w � N m cO w Z M M M � o Q E Z O -i'z Y C oo 14I— g E Ov �� �_ za oL O 0 XU Uo oU of za¢ N � o wo ¢o az L - = U m� o Zr zoT� .I � ¢w zz rn cn � o� w Z go a �F W T V ¢ � r ~� 3: o mLL w¢ 3 F >o M V za aF C > M J Ov� m m C� L r � r � Q vJ o m 1- ,} ItC14 C) M N r ai M w M � M o Z Z N E T u) ccr d U Q COO JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ V 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL -FOR UNDERLAYMENT EXTERIOR OR SHEAR WALLS AS REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z INDICATED N Wl 8d COMMON NAILS ON THE PLAN. ATTACH .PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ TRUSS @ 24" O.C. U.N.O. „ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SHEATH 1/4 2x P.T. PLATE DIA. X 31/4 TAPCONS @ 24 O/C & SLAB & BLOCK HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' "' ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" MOISTURE BARRIER ° A.F.F, O.C. OR 5/8"x10' WEDGE ANCHOR D e 11 'SHINGLE ROOF, SHINGLES TO @ 24" O.C.) 2 BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM �' i=III—I I I -I 11=LTI 11=L D /wHirl D3161-CLASS F, INDTI I — — ACCORDANCE w/ TABLE '-III-III-I I R905.2.6.1, FLORIDA BUILDING —III III=III=� �I 1(- CODE 7TH EDITION (2020) - ��;T� Il„IIII tI II I I I II I �I I" RESIDENTIAL 8 ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND WII AXW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE _ ° > � D z 00 D 6 MIL VAPOR 00 BARRIER �I Q COMP. SOIL.III— (COMPACTED TO 95% = I I I = MODIFIED PROCTOR III TTT-1 I f—I 1 I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. HOOK (SEE 4„ 1'-8" (2 STORY) U.N.O. ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS r z e. 4„ — o0 '. e• ' III I 1 F SEE A/S3 OR J/S6 —IL I I I I F I I 1 I I I I I i_ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. ` ° ° ELEV. -0'-3 1/2" z 31/2"MIN. a a d ° ° ° A.F.F. p 2x4 CONT. Q ° LL e ° CD o . � I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY `1' 2x P.T. PLATE ASSUMED FINISHED GRADE z n D D on D 00 ,\ a � D D -III LI i l-III III=1 � D D IIIf IIII�III iIII IIIi, lily; I—! I —II I —I I; —I 11=i l i=i I I=1 I-1 I --III—III—1 I =1 !!=I I I— _' i1= I!=Ili- III ;III IIIII II!I ; li ,III- iI1-III_ I;r FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=i'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ' it GRADE 00 -(1) #5 REBAR w/ OPT. 1=1 I I I— I W 11=1 I I— I f=SGRE.EN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N co SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION: E= CV ' M TRUSS BOTTOM CHORD OR 2x4 #2 SPF ` BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" .INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10} 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. =J I I -111 -rr00 -I IIT111 49 I— — (2) #5 CONT. 4„ V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH _I= -11- -` 1Til II Ill I I I=fff=�_—I I f L�ff—T_ff r' (2) #5 CONT. 4„I I' ��I'� 11 I �8 U.N.O. MIN. 1/2"(min.)- V TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR 6" MAXROM PLFATE o END OF 2'BOLTS PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MI N. F - 40ksi #3 & #4 LAP SPLICE � a D _ c ° M D • FINISH GRADE 60 M GRADE 60 MIN. Fy- 60ksi [ Y- ] 25" MIN. LAP [30" MIN. LAP] � g m T� I I D — — .D 6 MIL VAPOR BAR RIEIRI -I I II I I D °_ I I= I— O° n • e 11 IT 1 .- D ,_, #5 REINFORCING BAR R 1 7/8 t }I I I • D T #5 LAP SPLICE 11 COMP. SOIL. (COMPACTED TO I .Ill Ill Ill ° • I TIT 95% MODIFIED PROCTOR AS M1 El=11� I r I r I Ir 1 r D1557) �'f� "Ef�fflwr='4" 1 TYPICAL EXTERIOR FRAME WALL FOOTING 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 0'-0" J CONT. BEAD SEALP& INTERIOR ° -31 /2" � 9•. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ 7 .,Q d o? ? ITI�I'll ..�' I ,I I I —I I — 11=TT— 1— — M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR x " CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN00 (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 j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 �-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w - SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS E = > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 'lLLJ ,"',_, SIZE AND REINFORCEMENT) WWF OR FIBERMESH M t'n BRICK PAVERS or SLAB PER ° 0'-0" FIN. FLR. COMMUNITY SPECS i (2) #5 CONT. =1 IhI I i ON 3" CHAIRS (TYP.) 8" 1'-4" 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 _ FWWF OR FIBERMESH C0 d _ o . I 1T-1=11 1Tf T EMI TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) � I WWF OR FIBERMESH SEEA/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS na S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALLAND--- PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. Q ' C") 00 GRADE — O LU _I11 III ° III —Ii II z w= i t=1 °• .- l ill=1 1 w _ w O n La I� I I- - I( III- (. U — z _ • • • O 0 —- — Z U- Q FOOTING a 1=- ! --=i I=i I- I ,- 1;=1 1= BEYOND PAD REINFORCEMENT =1. i—III-1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 is ti s, CO C'4 -UN CL tsi ;� co Q N 4 cc 3� U N W, �MU)'00 -' co: -p 0`W � > 4- \5°�l�6@tti B�tpE a 4_1 O0� 4 w ope 1f ��fftii ttl`10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q 0 Q N N V N d - - -, Ll C co 'n W - a 0 tnr.-rr� W IA My wa Y Q a u- u- a W Z ��� � o r?. O~w W �2c,m ¢ a W a Z U M z O us us U N O U Z O0❑ W th � z (NV M z o0 z o (D Q J d N N M N z 0 C� o •Cz O w o N Ln t- U 8 ca C o co W M N o Z ry ai E Za 1z QO g }N ZZ aN E O E u u z Qo Z® o° 80r r0 x Q O �z z- N¢z a0 ¢o WZ �? m - U 'm m0 o 2'Z z a=i J �� <W �� �w o� zo aU w0 will W U 3 ao �� �G � o <Q � �o a x d zl¢ °mi 3 O = >M J O Cl m co c� CM co � r 1 T r1 LL A U v J o � tp 0 CD N Lo N Q T r ai E T N M N C d z E r �, `m a c0 � Q o JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S3 (MONO) �(TYP) SEE ELEV. SIMPSON SP2 w/ (12)1Old NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 ! 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" j7 5/8" 88" I I SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ EVENLY " WALL IS 1 1/2MAXIMUM PLATE INTERIOR ❑ . ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ S4 / SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE !I 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3) 10d NAILS 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K,O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN C- DOOR OPENING DOOR OPENING EXTERIOR � ❑ F111 WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(l)#5 FOR CONCRETE PLACEMENT 7 d ° c c d a e e a d 0 8 STD. WHOOK 8" 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 EllLINTEL NOTES: J FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a n POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ram/ S�cFpC�OOPL 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ot VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a IARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SLI SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 LINTEL 12 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD24 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX, PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA, STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. �/M UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8716" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /_,�NAILS TOTAL) EA. SIDE OF 48-4PLICE STAGGERED N. 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. ��4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP1 �SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565#SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I; & NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. L& NUT ROOF TRUSS ABOVE F 2X BLOCKING 2X81P.T. BOTTOM P I ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA NA NA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM G 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY / 1 SCALE: N.T.S. .0 N ' -) I`` O -- � a -91 -C d ANY 01 mo d. -d� (D M _3 > .' E M N 0.:_ 0 C: >a — votittle/ �� �� 0 4c�Y . G •N N', d 1p i "11yY0(�Se�ION� `'�.e�/etp�lfi�s4t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ti 11- W t o 'o Q U N O N J Q '3 G oo cc (n LL w Ewa Co Q NM V � to N o _ Zfx a O' w 0 2E M M < r W a oo Z N MZ a 0 ILW Z O U Uco W M � O o Q a n M N z C9 __ 4--J cr, - ! U 2 O W C. -a>t) S �,.. U _ E L Q N �� o W 0! Cl) CM ¢ z 4 zo >� 4Q2 M_E o U ❑a XU �¢ UK DOU oz z N ¢� �a �z w2 L fu cj C - C ¢ Z o o m O oE ZrrZ Z uJm Q W zz N ~Og Z s0 fl- W R N W W H CDu � S a (O V' i ¢ 0 3 E >co __J 0 tm CM /}� `v V T :3 T v / ca 1 0 04 N Q Q T T ai E w N co N c� o Z Z E T y E m c a U Q p JOB NO : 22-02363 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM1( W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (� 1 /4 x2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 91 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. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING 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)1 Od 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)1 Od TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS 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"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/G FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2 x6 P.T. SILL NOTCH "L" BRACE HERE FASTENWITH 10d 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING ON TOP PANEL BLOCKING, WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTE0dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C ( ) (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA: END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SIDS SCREWS TO - @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2 NAILS AT 6-0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24,, GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES `� - 1 1 2' _ 00 11 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 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 = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5112" 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 314 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 NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT V IJIY I IIYVV VV UV I I VIYI VVI\V UI\I'1V IIYlA 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVIY I UL/'ll \IIYV 12" ;SH SCHEDULE ITTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA, SIDE .2X4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL ("l0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL- I L BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ L 1063" @ 4" 0/C (2)12d TOENAILS SECTION 9 T SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING Y 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. 55 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. 15 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 112" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7 a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS—^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION anwravry arc wi � i �/ 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C'i a CORNER JACK Y Q w z tY O U HIP FRAMING REFERENCE PLAN inq "ql - �I o0 2 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 � O N O U �i cis is 'a) 0 c3� = Q, >.> T L:- W Cy ca�0'y0 CCS ® Z3 f .54a 31: 1;1:1i1ikd . r 4 F` Ode To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W U) W E ; a o m8Nnu_ � J N5 CS 0 5 ,n 'Z # a - to cn 'L-0_� w -° „ - M 04 v a Y a AU." aul 3: Iq 0 cy co M O W co < W U)m ­'� zco N o J a 0 N MZ co o IL0 IL Z O C U y W z � o �o z CoN z o � o_ N M N 'zn A W C � � U _C5 O W O Ul U .� .I .. W N — $ nip U o c W T ¢ • �0 N m O co w M z¢ 0 z >= =o > <N � E O oLL w= Z® ❑a 03 F XO a� LO �V W o¢ z O E N rO � a z ¢� aZ wJ w W. w ..�, - ED - ¢o = �U Nm E mo Zz z W J j i� ,� aw s rn ZZ a0 Ca_�w W aLL <Q o O co 011 zl< �C) 'M J O m cc m 0 n' C Cr�I e� U O \1/ m d' N O O No Lo N Q Lo N r ai cc w N iri N o Z z E T m cc c ca a U Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. S5 v J W 0 0 v v to 0 0 r2 J CID I 0 cn 0 rn N ij.. E a O v co tZ U v U N w-+ .p i :o CL i M 3 i E ,o v 9 0 LZ 14 CV N 0 0 a CV O CV a' 0 5 GO v ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 i INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU 1407 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" 0/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAT MIN. PSI MAY VARY PER MUNICIPALITY c A a CV co I- 1I 6x6 W1.4xW1,4 WWF OR FIBERMESH 11T(' I l i ILITII I I I I I h 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 w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 co FOR MORE INFO Uj 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER I.- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Z) w LAYER 1/8" THICK, INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL a. AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE c a FINISH GRADE .. .� .e e� ' ee III_III- ' I I I „I I T, III I I I' L \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA, STUD 2nd FLOOR WALL- e / BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 112" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING 1-11 TO BOTTOM PLATE/CHORD W/ 8d I><1 5z. F @ 4" O/C, 2 ROWS STAGGERED O° FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' -1 SEE FRAMING WEEP SCREED o z r PLAN .. . ' . INSTALLED PER MANUF. r y SIMPSON HETA20 w/ 8 1 Odx1 1/2" 2"x4" CROSS BRACE @ 48" ( ) O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SG SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc 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 Ll WEEP SCREEDU. INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 1Odx1 1/2" ( v NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15132" OSB EXPOSUREI FT, SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF uj NOT FULL ¢ HEIGHT SHEET C Cn z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w 2 SOLID 2x C BLOCKING @ALL ZM C SHEATHING O U) EDGES(SEE OPENING SECTION X- n. U C x vw x E r 2x STUDS w BEYOND. SEE PLAN p 0 A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B MASONRY 1ST FLR. SEE J/S6 S6 3/s° SPAC @ SCALE: 3/4"=1'-0" sPAc FOR ADDITIONAL INFORMATION. S 3/4„ I SINGLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" S 6 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 .e e n < III, —III as .a .• a da ^ IT'C—�IT.r III— ra.. a '• e • e —I I 111-- III I fTtlI1111I 11 II I Imo}-C AI W/3" ON. 8" 1'-8" 8" Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X �01' 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THANy". H z O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ui =i� O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL J LU 0 ?P O ¢ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J } ¢ 1-- O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ �FOOuo Z w 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL LL N w p O MEMBER IF GABLE END 1— LL 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH 4 FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR TAY' OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 4 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. BOT. PLATE oXTF,4i FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH 4. Q e a N III —I I I_I I I_I I e e, M e e a -III—I � I —III .. . 4 a. (3) # 5 REBAR ON 3" CHAIR --/4" 1 V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1(2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2X P,T. PLATE WEEP SCREED INSTALLED PER, MANUF. FINISH GRADE — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. 91� C%j ENCID `' (el _ �3. C L0 .0- 7" �. ' W 3 0 w - •\ ,¢� . �A7� N N a �-F L 0 . ....•• "tlr 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. W c E CD m a N N m G Ui *� C C J C? N 9k u. W (0 W U)rr� LL W a a �M� ' N co �L_LL a L _ °' Z F 3: 0O t- L c0 C'_ r co LY O W�2QjO' ¢a< o a ZLo N Z J N co S2 O U U vvi Z 0 ❑�❑ WIL 0 V MM z N M 0 00 z z o Q J a N vi z a /� , t n C W �J o 4.1 fp LLr m U owoOva V) W J E — 8 ro� � = w c , Q �Q N I� o M �w M i m Z Q o t-K � � 'a °wW CU U <o t U aF 7 O 2Q z O N � o w z ¢o W Z rr . W� • � N -a�i z U O Z z z J m'<W a" Zz to N o Z 5� W Q LLTo ww aLL Uj �3 �0 J o ,� CC) I o¢ aF .N O � co m 12 0 L_ `0 T :3 r 0- Y T V/ m O CN V� N N Lo Q f r ui N M N o z Z E 7 — o �a a E 0 Q Ca c JOB NO : 22-02363 SCALE : AS NOTED SHEET NO. S6 (MONO) w N N c cr I v 0 Q a i d E co E 0 z C c J tz- v U 'o U _n a z co I i 0 0 U 9 0) 17 N hi a 0 a 0 N Q m 0 SCALE: ' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS MALL ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN :lr' AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP — 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) (IEW "All SCALE: 1" = V-0" E 1 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D SCALE: 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED i NAILED DRAFTS P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 8 2xSYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING y^ H SECTION VIEW SCALE: 1' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS �7 J 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L1x4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 0z FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell E SECTION VIEW SCALE:' = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWC ON DECK `2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI C —7 NOTE: 2x8 DRYWALL STOP \NOT SHOWN BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 a" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF2x12 STRINGER Lj5R-CoMnr-. MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/" X 2 TAPCONS @ MAX. 32" O.C. \ GLUED AND NAILED TO STRINGER G.1y-� TOP OF STRINGER STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 2" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: 1" = 1'-0" CONN. TO BOTT, OF NEWEL POSI PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING F SECTION VIEW SCALE:' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO tRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) L POST LET INTO LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES H 2X STRING R 2X B CKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R J-- VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" tiC) Cl) N. : N G. f X � t� to777 N iU - (0 H W ,.6 I) 3 > .. CU y U >`� M In 0.0 :3 ' 0- O LEI, i i1�Biliti�lF: a68 QZO /V Cj °`"• Nk t� •<,•° key �.. 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� H 8 t conW �U- m oomJ oo w xt u w w a LL 0 a�cco4 a Y J L 1 3 a _z�.°� omo Z Lo� � �hco O m W co I ¢<¢ o Z Q_,T 0 Z Lo N M M V v_j Z pIL U)i ❑ 0 ❑ W U z N O �o z�CD zoo Q �- J N .''O Cz V O X''finn LU � a U —� O w o N Ly N �N _ f6 '— U w z_ r U a N Q m N o � W M U— � � o Z Z � r..L Q o s° wz Z® oa goo ()UU z N (O �¢ cz �� W w i �o ao x� O mo rp N U Zz '<W z a�i J w 2. y N ON o U W ci 3 �0 �k J � _ _� -� ;o o �p � �w zIQ or U .2 Q >M � C rn cu 2 cu L T Cr r U o � N N Lo Q ui ccM w N rri (V o z Z E T y E -a a3 cc ca d • • U ¢ p c JOB NO: 22-02363 SCALE: AS NOTED SHEET NO. ST v UI C> N n Z11- v .S N 0 0 a 0 N Ca E F2 co E v J N Li O U 0 .o a U i z I i 0 0 L� N N a 0 a N N M 0 Z O w v 0 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45A DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*14"2X8 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT FTO PRODUCT TO PRODUCT APPROVAL FOR CONAPPROVAL FOR CONN. i /i;; . APPROVAL FOR CONN. !/ '/ i; X4 ' 1 x4 /r1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 %/SIT FURRING TAPCONS ' " ' (2) ROWS 3/16 x 3-1/2TAPCON. INTO TAPGON @ 16" O.C. &STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. ix4 DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. �, % i �� 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. - �/ /i x 3-1/2" TAPCON @ 16" 1x4 j'� / (2) ROWS 3/16 x 3-1/2 , �� O.C. & 4 FROM EACH FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK SECTION A -A 8" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO , 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 \_ BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K�j SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) it 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END---------,-_�X LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7116" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B_B ARCH DETAIL K SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED `-2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB (TYP.) FILL SOLID BOTH CELLS STD. 90' HOOK (1 E ]/Z/// i i; , El NOTCH WEB AT +5^ FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K, L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6 -0 F OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t, REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. — —�— — -— 1I f III _f I ,l I I,,�I I I. PRESS PANEL REINFORCING INTO PLACE. 6 D MIN. LAP SPLICE W/ — — _I_ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL EL REINFORCING PANEL T SMOOTH, DO NO FURROW. ° D ° _ . III= - 1T� F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE D D h FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: Cl) 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 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR, (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK, `— FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION ® DO NOT DO THIS ® 2"x BOT. PLATE W/ (2)10d @ 6" O.C. JV �R ® #5 REBAR (TYP,) ` 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �_ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) Yp,) = FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: 1:7 LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK +2, NOTC F4 @ FIRST COURSE — ® THE ® ` :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE i STRUCTURAL SOFFIT SFO I SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2X0 TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4EN07 1y (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL Is SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS qFF gHFFT nq ANSI SIMPSON HTT4 w/ (18)1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,, - r Ir Z 0 U) 2 0 w U RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT e. d a, FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • " ;' ' OVERHAN .y d•, d. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 5'-011 INISH SCALE: N.T.S. ° ' #5 BAR 10, o• ° p 4 V 10 A. ° :CENTERED W/ g ..'L2Z H30KIN TOP b ° KNOCKOUT/ N - " ° CHAIR BLOCK -- ° MONO FOOTING I I -..._L SIZE AND REINF. PER PLAN °, AND SECTION DETAILS - - CLEAN FILL - .o °• ° z 6 DIRT — °.• ° STANDARD o 0 99 HOOK iv #5 BAR IN FILLED CELL, It I I , s° STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL �4 SAW CUT rA SECTION 1 SCALE: N.T.S. SCALE: N.T.S. o 7 O X �- ; N `L C-0 V t A < tD � tB y t} L 3 to _ />I E C F C U O` CU '>0- 0-W -VfvJ�a � �+'• ��Q b` �"9'a��a tit. y , ., . 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. CD 0 W E a o mCN � Nrn 0 w 9,n� N U) - LLw d M V Y a r Mwu_ aL� 2- Z car 0 0 Z O O 1-' r �o w N m O J Win�pj°' d a Z oo N Nz Mtn O LL pUU_jCCO Z z N O o 0 z Co Co z a) M � z 4--1 W � O w o �V) 1v U) We& +fir ^7l��Jr v U a ,,, F­ - E m I .., _ 0 yi'.. Uo � U) ¢ o c �w co M 0 Z i E wo5 o� 0 : U w? Z® ❑a - i(ca OOQ 0O U O� Z O E N M ap �o Q�mo W, w� C _ U .2 Z 0z z J m ¢ b QW �z N N N o� WSW Z ao WQ U �o .LL �k z �~ cl zk a� 3 yCD J >M Om It12 CU 0 T n Li / ^ U v J O m 0 04 0 N Lo M T ui w M co o z CU CU c rn E T-' io = JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. SS G 1 — — — — — — — — — — — — — — —� CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDSS 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'-1 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. ---LWOOD TRUSS —j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 81-011 MAX VV/ G-IUU `Lv L/9V11 1 FAWN YYLL.I TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. rn�11 r11 r'1 r/1T1/lAl T\�1"t � � •� /1 CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD 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 CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" a i z� Q = PORCH SLAB SEE =i - Q N FOUNDATION PLAN W uW? � z Nr (2) #5's CONT. T&B - 4 W/ #3 STIRRUPS AT N z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN, BLOCKING AT 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 APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q W J W W W SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND SLAB 1 1/2" _ (2) #5's CONT. T&B wl _ — 4" #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" GRADE V-4" ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I MASONRY KN COURSES w/ w/ (1) #5 CONT REQ'D @ MID i i i ASONRY TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I I COURSEgi FOR BASE SIZE (3) #5's EA. WAY SLAB PORCH SLAB SEE - FOUNDATION PLAN- LEVEL 7-- 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" (2) #5's CONT T&B w/ _! -- z CONTRACTOR TO INSTALL SEE CUT i • ° r �� SECTION FOR #3 STIRRUPS AT 4'-0" MIN 311 x 3 WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" V-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL 11 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. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTIONK�2 2 SCALE: N.T.S. >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM -SEE 200E PLAN FOR MORE VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO Ri ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN Ri ONLY WHEN COLUMN SIZE & BASE OPTION A SCH DULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT 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) CORNER SEE FOUNDATION PLAN FOR MORE INFO 55-1XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. r. 1. 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 NAILS TO LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/-LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/1312 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" 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 y. GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. CV r COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ AqTOP WAL YSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ V8" EPDXY ANCHOR OR J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO 21 o, 0) r e )1`C:) N N ( ,tea- C�i E .� r > ..> Q E'c t� O 0 CU j sz R W 4 ' • C'V % _ k s � 0 ,•"� �• '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. In W 'ItEE O M Q O `' co O IN6 J LJ1. 0 2 °° ,n ' N U " it rn�r-_ -ui a 6- -'! a Y 10"" airy 0 I o Z f0c m � � 0 ::3m N M O - Wx2°j6' ¢¢¢ 3N MZ LL Z O U U W ❑❑❑ N th o g zcoCo 9 Iz ,n - N M a Ci o �.1 �6 W C3 .� L oJuft un S (n f- U W s V� < N M ro w o Z a U E z o QO Z 'z <N 4 O_ E •o W = Z® o n Z 9 T, OE N U X0. a" �o 08 0, az o < o� �z f6 C .9 U m O OLL Z z J 2 y 0O m H > Z �m 3 S o W WW NW o <¢ ;o d• 0a zl a o� � 3 0 O _ ` M J O N T 0 L Q Cr 0 r m CD 4-1 04 O N L0 Q r T ci m C14 M rri N d Z z E T B `c C 2 a o 0 _j a o � JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. D1 (MONO) — — — — — — — — — — — — — — —� (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING . IS INSTALLED). SEE FOR 2 BLOCKING DETAILS % FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD AO SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS oo'u o° o • ' 'u 'o•° a' o.o o. T P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d _ NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" EMBEDMENT PAST STEP. LSPF E PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS 2 x B O INTERIOR HEADER O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D o. °o BASE PLATE o.° W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE .a.;.o. g" .o•`u. .o.2 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 2x SILL PLATE W/ 12dTOENAILS. (2) 10d TOENAILS AT EACH EIXTERIOR HEADERS(2) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, B A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��" l FLOOR DECK W/ 10d NAILS @ 8"o.c. 1`l� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL QA BELOW AND ALT. BLOCKING INFO O A 0 1. APPLY SUB L FLOOR ADHESIVE TO 2x4 CONTACT JA SURFACE x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR x4 SIDE BRACE FRAMING PLAN FOR /-JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS ND OF HEADER SEE Q/S4 FOR END (1) 2x SILL PLATE W/ (2) 12d TOENAILS. JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL --------_NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S, 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] �o SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER IUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE — FLOOR DECK — FLOOR TRUSS/ I -JOIST SEE PLAN —TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) �(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ = SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT �SEEUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP Ile PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16 O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1I2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. I BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) LF'U ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE — 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR • SCALE: N.T.S. JDOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. H 0;, ® " N e®a Q c r�s N v 3 — E ca O O 'V :F=• a 2,,W 0�,. ... 0. .4t� 03 o � `�, . •- LOT-.- OPESSiO� lrlttlllIa:`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. W Q 01- E 00 O M N ti 3k LL N0 W, a U) � r a # w a e;M�LL 1 aui Y � JLLLL a it � o a rro� 0o � =Y3 Q NCO 0: 0 J m W Z LLU 8 cp ¢a� Z N M z j y O O U W ❑❑❑ z N th o� z z o —o J U) V) M z (D Q) 0 4 -J C6 w U O V)wi w o U w m pE m `... U o N ¢ OD Y ti coco �W Z 7d M 0o 4y z o > CL o �= Z® °X ca 0 as o° .Z NQ Z wo <oW� w w W� - a Y �m m oZ' Z z VJ J �� aw zz N o� Z a0 N W"o dW�w �7 O CD ¢ F 72 U a CO V ~o¢ ¢ OF U .s O = ` > M J Orn 0 M �7N `v V T =) r d- C r W U v, o m O � 04 04 C)C)0)N N r Q T ai M CY) N iri CN o Z z E T— E m C a U J Q a) JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF `' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME w WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary FLraOnuNu SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING rLmannvu 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PFR PI AN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a w d In w U W IX w 0 U) DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING ETCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4, SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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. �l R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The Q 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 , CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING 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 SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELEASEADHESIVE AS SHOWN) contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the v 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> I manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER � 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t Bar r 7.7.At built-in cutters. d a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER II 3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER a er ests an rte Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all cV I`- 0 .41 f C 4 -C Q NCc c co \ a � 0 p C: -� r L Q ` ® LD GV N 0 N N N CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W a v E co r- o M8 NFL N J 0 S n oo u) W to �rNiv a Y a Z MLLLL a w Mao Zo ca Rr 0 r o 0 mcyco K O J W ¢¢ Q co Z LLa IL❑l�❑ d M Z Ix N 0 Z N 0 U _j 0 W Ch 04 z N m oEqz co NN Z o Q J a � r` Ln M z LL m Cii w J O N w o w U W J as = w d ® U ) c � � �0 o N Ili co �w Cm�S o Z < U_ 0- E O E z <= w� oo Z o � °z <= w N L wo ¢ x� w M cu o = o mo ow Z cu J ¢ 2z (n N 3 ¢a � 0 ao ow W C.> No u Fk o Z =� H NJa v °zI¢ ° 3 �C) 'M J O ui m 0 00 co r T i^`.1 T� U 0 co O 0 o -0 N Lo N Q r T E w � N N o z cc Z E T vi c IL U Q p JOB NO: 22-02363 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackens ('lilG ee 4-112ex4-I121'x,2- y F 2* Kuck Cross Stapport QAay he cut to,W) See Anchor Sche 1 /2" Ola, A325 (Sa 1v. (Typ,) 17 1 wa sharS Gauge) Schewf, A/Cuu Bottom Edge Hurrlcatle Strap (`I`yplcak3tn front) Se1i xIii4 bible, ! (May be Cut to W ) Left Bradke't (16 Gauge) 17 #l45e1f-Gir41ngSttevvsThru Bracket38r Back Cross Support Into AX Unit Bottom Side (Typical; 3 each side for hurricane use) INSTALLATIONi 1 c irraL,tuttinir arra>urlapr9eaa.:rrs 1d�Fr?t141� I�llv7caia4�>4rit.$cira x rri tltu4w11,4 ap4aM t#ytlani too .1 Florida Department of Business & Professional Regulation Pagel art Building Codes :and Standards 12i#er2R?1 ProductApproval Application -Detail n6 o 11, IF gore Wit@ A;.e Pendlno 1210 7VI)e Version Manufacturer contact. Enanaer&License Validated MY Vied. $"Ittod FSC Armroval Approved Status ARmraibn 2020 Smart Vent Products Inc, Noheel Grahaia Homes F, Norsro P.E. Lmke ab'8deh P.E. 1XI V2020 42IW020 122&2020 Apprwad Caaegay:&rudtural Components. (877)441-0368 PE73778 'D34)30D-1800 SubCatedory: Products htrocliced aS a ResulGdf In1oQOsmartvencom Nevv Technology Compliance Mauled; Evaluation Report I = a Florida Regl "Id! Amhhoot ore Llcanaed Florid. it622.1�RreJucls ProfessWol Engineer - _ - - Mralliv Assurance Aoorovedfor Use Abproved for Use Jmpaft e 43UL. S®.R. Product Modal-. Plumber ar wry pracard Da Infion Contract Exel etlon Date In HVHZ OWNWe aYU Resistant Pressure.. 1 81nadVent Modetir154D510 Dual Function Flood and Ventlimlon Vent IM112M Yes Yes. NIA +1001-100 2 SmsrtVent Mods #1540-511 Dua(F.9donFlood and W.G.doh Vent 1Z3112.023 Yes. Yee NIA *100/-100, 3 OmarlVert, Model 111540�:520 Insulated Flood Vent 'Z3,12023 Yes Yes NIA +100I-100. 4 .SmartVent Model#1540.521 Insulated Flood Vent 12,3112023 Yas. Yes WA +too6lw 5 Smarwent Model# m 524 1 d-Gstp e bear Fiend Vast 12?312023 Yes: Yes NIA NIA 6 Smartvent Modei#154.670 VJaad Wall lnsolstad Flood Vaht 12l3172023 Yes Yes. NIA +100kiltr) &nartVent Model#1540.574 145&rpct: Oarege Door Fbpe Vent 12JSt2023. Yes Yes NIA WA Florida Department of Business & Professional Regulation Pawl of Building Codes and Standa:rds... in412o21 Product Approval Application Detail .mft or 09e we DMO Pentlina Data IYpg Verslmr Manufatum, :,Contra Engrosser i ugrtse Vallrl~aY V aiV Noted 3ubmitleg FBCA®mval Arraroy Mein Revision 2020 Drexel Metals. the. .Jasm s tumare -Zachary R. Hart Lance 8oa)den P.E. 0sr10/2d20 0E/89/2020 082Aft020, 10n.3*020 Apprcvad Category Rooting (502) 303-1511 PE-74021 (334) 300-1600 Subcategory: Metal Roofing isnumeie®rlrtxmat cam Compliance Method: Evalustion'Report ❑am a. Florida Re;]sIorsd Architect or a Licensed Florida Professional Engineer . Oua1&trAssurance Aoorovedtoruse Averovedfor Use Impact Iran Soda: hotluct Mpdei. Nntnber or Name B-oduet Descrlarlon Contract 9HAratlon Date. In:NYNi Outside HVHZ ResistPressure 1 Drawl Motel Reerarg systems DMC IODNS; OMC 1Sbes DMC 1755, DMC.2008, 121312025 Yes No NIA +C iaa DMC 5V Florida Departmentof Business & Professional R ulstlon eg Page zeta.. Building Codes and Standards ir2r2nz2 Product Approval Application Detail �' Errtn4 or 7,(,�g jagjg pate Pendino Toe fa Version Menu %cturer Con --In er License vat tact Enn a & Inc se ]dated $y Yratld ed-5ubmtrel at f�1 F CA royal t3 po m ed Aoo v 5ha ReYision 2020 Therma-Tru Corporation 5-(eve Jaspers.n Lyndon F. Schmidt P.E.Ryan.. King,'P;E. D4/152021 IZ'ZM020 - 04/222021 0610812A21 Approved Category;. Exterior Doors (400) $43-7628 PE 43400 (645) 767-6655 SVbCa1e90ry; Syringing Fxtanor Door Assemollse sJ-pe-n@tber..bu_- ComplianceMethod: Evaluation Reportfrom e m Florida Registered Architect or a Licensed R itla professional En9Maer -FL#g4s9.h6"p'rcducta - OuAllIVAssurance AAo,aroyed for US e Approved for Use juliq Deal - Settle Produdt'.Mgdel, Number or Maryut Protl4ct Deacritttlon Ceritfagt EYplratlon Data in H v"Z Outside HVHZ Reelstant ..Pressure 9:' a. Thermm-Tm Fiber -Classic and Smooth,Star Nominal 6&t13S,8 &quotimpact8quot; Opaque 12/3112022 No Yes Yes WA Composite Edge Fiberglass Single Door jl nong10utswkvg Xc8n1'iguraffon) 2 b. Therma-Tru Fiber -Classic and 8mooth-S2ar Nomlh9i 6&1_ ;8.8quoklmpact&quok Opaque 12t3112022 No Yea Yes WA Composite Edger Fiberglass SFigle Door with Sidal.(a mswdngi0utsw,ilig XO,OXor OXQ con Umggna 3 aTnerma Tru Fiber-CFassicen Smooth -Star r Nominal 6&rY398 u' C : not Opaque &q.ofrissD 1213172022 No Yes Yes. NIA- _dS ` Double orW Composite Edge Fi bergfass Double DoorNith of - withoutSklelites (Inswingloutswing: XX or OXXO configurations) 4 d, Therma-Tru Fiber-Ciaasfcand Smooth -Star Nomina] SWO;0 &,qu6gJihpact&quot Opaque 123112W2. .Nit Yes: Yes NIA- Composite Edge Fiberglass Single Door' (InswinglOutsWhg, X,*dpuratlon) 5 0, Th rrma:Tru Rber-Classic and Smooth -Star Nominal S&gVO &quot;lmpaL%quat; Opaque 121312022 No Yas Yes WA Composite Edge Fiberglass Single Door with Sidetde(e) (InsyingtOubrairo; XD OX or OXO con uratlons R9 ) S f. Therma-Tru Bier-Class?cand Smooth -Star Nominal S&fp9;0 8que;4h.Vact&quo; Opaque 12131/2022 No Yee Yes NSA Composite:EtgeFibergfass Double Door W th or without S,Idalltes 11nswidutswing; XXcr OXXO CofdigUnitlonel 7 g. Therma-Tru Fiber -Clasen, and Smooh-star Nominal M#3$8 &qu,gIrripact&gadt Glazed 12131i2022 No Yes Yes NIA Gomposite'Edge Fiberglass'Singla Dear - InsvwnglOuisvaing. X apnhguradan) 8 h. Therma-Tru F]berACl ssio and Smooth -Star �0m1na1 O8=3 8 &quot;Impact&quot; Glazed 1213112022 via Yes Yes WA Compodte,Edgo Fiberglass Single Door with Sidel'Itefs) (Insvang/oubrsing, XO OX m OXO conrlguradona) 9 1,Therma-TruFiber-Classic-and! Smooth -Star Nominal Baf ,S&,qu#1mpact&quot Glazed 12131= No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or without Sidelbes(Ins inglOutswing: XX or OXXO conlIguratlons) 10 1. Therma-Tru Flber-Classic and Smooth -Star Nominal 6&1139;0&quot;lmp.et&q-b Glued 12I311,2022 No Year Yes. NIA Composite Edge Fiberglass Single Door (I 11Sw4nglOUt"'voil Xdohlourztim) 11 k Tharme-Tru Fiber -Classic and Smooth.S* Nominal 8FA38 D 8quotFmipaet'&quot Glazed 121311Z022 No, (OR Yes NIA Composite Edge Fi berglass Single Door win Sdelite(6) (InswnriglOtriswirlg, XO OXorOXO configurobons) 12 I.Therma-Tru Fiber -Classic ' and Smooth-Ster Nominal 881130;0&qu4t,lmpact&qu6t;:G197M 12f312(322 No Yes Yes N/A Composite Edge Fiberglass Double Door w4th or Without Sideliters Rnswing/Outawmg XXor OXKO conrrgurati0ns) i3. m Therma-Tru Flb-Classdo and Smooth.-Kar N.h l.W 68 8 &quo1:tImpac*w; Glazed Molded 12131i`2622 No Yes Yes WA Open Composite E*wFiberglass Single. Door 0 nswingloutswing� X configuration) 14 n, Therma-Ton Fiber -Classic and s n both-SbIr Nominal 63#398 &qucn;ImpaCt&cjdbt, Glazed Molded 12131=22. No Yes. Yes NSA. - Open Cdmpdeite Edge Fiberglass Slagle Door kid t Glazed Molded Open 5fdslits(a) (InewingJOuhswi "I XO, OX or CXO cwnfigumfibns) 15 0. Therma-TM Fiber-Clessdo antl Smooth -Star: Nominal SU38,88quo;tmpact&quot, Glazed Melded 12131I2032 No Yes Yes NIA' Open Gdmposlte Edge Flpa; Sel0oiibfa Door with orx3hout Glazed Molded Open Sidefiles (lnsWng/Optswngl XXcr OXXO catiiguriittons} 113 p. Therma-True Fiber CJassia and SmoothSer Nominal 8$423 88quotlr pac}ggg0t Opaque. 12131/= No Y.e_s Yes WA Composite Edge R*glasa Single Door with Molded Open SkielRe(s) 6nsw(ngA0uts0ng: 7(O,:OXorOXO coafiguratiptls) 17 q.Therma-Ton Fiber -Classic and. Smooth -Star Nominal 8&#39,88quot;lmpact&quaq Opaque 12131P2tY22 No Yes Yes N/A Florida Department of Business & Professional Regulation Pagel aF1 Building Codes and Standards 1=021 Product Approval Application Detail trSd& EndH rr L>1gE .gets Date-Perkairm Bid# Sygg Version, Manufacturer ContBa. again ear a Uconsa Validaze#'&v Validated SUhmlherl FBCAOrovgl Approved. Status.. RMAglon 2020 P.GT Industries Jens Ros Al MI-f Dade aCCO-: CER 'Mlam!-Dade SCCO-VAL 11719/2020 102%=20 11242020 AW-od Category; Exterior Doors (90) 48 ,0100 - (780) 315-2590 .... SubCadegorl Silting Exlaior Door Assemblies lrm-iskl@pgtnd.oW.sc: Compliance Method. Certilcegan: Mark a Urfing °m ortalau Assurance &pgeyedf-USB. Approymd for. Use )g)pgI Design 8-0 Predue?M nl.-.+a+a•or Norma Product Daserlob- CarNratl Ex�rarDate In HVHZ :.01"da kTVNZ $gg�jlt Pressure 9 Sr1[}55r0{Large Mlsque Impact) Vinyl alftg Glasa Da- 04/14Y2021 Yes Yes Yea WA Category/Subcategory Manufacturer Product Description Approval Number(s) Test Prunes Exp. ©ate EXTERIOR DOO�5 A. SWINGING ICI i� d cloth -Star NO 4MPA Fiber -Classic n Sm N T) FL204 1.'1 + 7,01 7,0 -5 psf 12/31/ 0 2 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20480 +67.01- 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star IMPACT) FL20470 +80.01-80,0 psf 12/31/2022 E. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01- 0.0 psf 12/31/2024 P T Series 5570 NOA 21-0205.03 +38. 71-38.7 psf 4/ 14/2026 C. SECTIONALWayne-Dalton E TC�NAt � 8 00/8200 # 105 8X7 genes 000181 1 � ) FL8248.3 psf +31.01-35.0 t 21 1 202 1 �" 3 Wayne -Dalton Series 8000/8100/8200 #1123 (10X7) FL8248.10 +30,01-3 . psf 12/31/202 Wayne -Dalton Series 8000/8100/8200 #1124 (18X7) FL8248.11 +34.4/-38.3, psf 121311202 D. METAL LOUVERED DRS Curries Division o#AADG Inc 6074 7071 7271 747f and 847 Single & Pairs of Doors FL11537.1i N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE UN N H MI endows and Doors '' d ri S 1 Series 85 FL 7499.2 1 80.01 0.10 f ps 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-5 .( psf 211 2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-50.0 psf 4/ 12023 PT Series 5520 FL243.5 NIA 413012025 D. MULLION MI Windows and Coors Series 5764 FL15353.2 N/A 12/3112024 P CT Series 5500 F L261.1 NIA 5/2612026 E. OTHER 3. PANEL FALL James Hardie Building Prod. Cem lank La Siding and HardiePiank La Siding p p 9 p 9 FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alstde Solid and Vented Vinyl Sv�t t L 51 F 2 2 F 1 272,1 L1527 . 7 75.0 f � 01 psf 1 /3 /20 2 1 23 AI ha Aium�num Inc.Solid P _� and 'Vented Aluminum Soffit 8 5 FL1 544 + .21-54. f 54 2 s p 7/ 2023 �01 C. OTHER 4. ROOFING PRODUCTS A. ASPF1#LT SHINGLES GAF b Di 3 Tab, Dimensional FL10124.1 NSA 12/1i6/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/2912023 Cy ROOFING FASTENERS NOT USED D� ROOF 1VENTiLATORS Thompson Arch metal Comp. tiff Ridge Vents FL16918.1 - FL16918. NIA 9/9/2025 Florida Metal Products, Inc Vent RV'10 FL21580.3 NIA 12/31/2024 Lomancof Inc DA-4 Exahust Vent FL17202.1 +97.5/-97. psf 12/10/2025 E. ROOFING TILES Boral Tile 'Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 NJA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS1 DMC 150SS, DMC 175Sri DMC 20051 DMC 5V FL17679.1 01 18t'y 12131l2025 5. SHUTTERS A. STORM PANELS Global Protection Products GalvanizedSteel Storm Pan Is FL15076.1 -,FL15078.2 NA 12/31/2022 All American Shutters & Glass Galtilianized Steel Storm Panels FL17869.1 NIA, 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS] USP Structural Conn, see chart ANCHORS Simpson Strong -Tie see chart B, TRUSS PLATES ITS'' BuildingComponents _ p Alpine Truss' Plates _ p _ FL1999.1 - FL1999.4 N/A 12/31/2024 MITek industries, inc. Truss Plates FL2197.1-FL2197,5 NIA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L1VLy PSL, LSL FL8527.1 - FL8527.5 WA 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL7774 NA 51 2512024 Florida Department of Business& Professional Regulation pager Of Building Codes and Standards 102022 Product Approval Appllication Detail Code Entttv err Data Date Date Pereira Date IYi2£ Version. Manufacture contac Enorneer& License- Validated By .Validated submitted F6C ADoroval AeproYed Est u's Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F Schmitt, P.E. Ryan J. King RE- 07r2312020 07/12Y2020 0712912{Y20 10/1312020 Approved Category: Exterior Doors (800) 843-7625 PE-43409 (813) 767.6555 SubCategoryl Swinging Exterior Door Assemblies s)asperson@tharmatru.co Cohtpllanca; Method; Evaluation Report from a m Florida Registered Archdector a Licensed Florida Proressional Engineer .loll-'lF8Ud7A-R3i$PStlUoffi - raualitV Assn range Approved for use Approved for Use Impact Design sew t! Prnduet Motlet. Number yr Name ProduclDaseHbtlpn Contract Etipiratlpn Date in F1VH2 Outside HHHZ Resistant Pressure 1 e:Therma-Tru fiber -Classic and Smooth -star Nominal 8&#3Q8&quGtIrnpat&quot Opaque IM112M Composite Edge Fiberglass single Door "Yes Yes -Yes NiA 2 b Tfwma-Tru Fiber Classic andSrrlgoth-Star (Inssvng/Ouha ing; X configuration). Nominal 80339,8 &gtmtImpact&quot, Opaque 12P IQ022 OomppsileEdge Fiberglass Single boor with 'n 'n Yes.: Yes.: Yes NIA 3 a.Therma-TruFlber-Claasle and Smooth -Star Sdelae s I /f3u� XO OXor OXO f) (napN g., Wl g connguralldns) Nominal88#aSe&quotimpact&qutn Opaque AMi=22 Composite Edge Fiberglass Double Door with or Yes • Yes Yes WA 4 dTherma-Tru Fiher•Classic.and Sheath-51ar without Sidelltes (Irnwing/4utsbtrg, XX or OXXO conflgurattons) Nominal8&939,,0&quot:lmpact&quot Opaque 1=12022 Composite Edge Fiberglass angle Door Yes Yea Yes NIA 5 e: Thean t-Tru Fiber-Classb-c! Smooth -star . (lnswirg/0utsv.0 Xcorifiguratian) Nommel8&#3g 0 &q lmpa'gt&quoE Opaque 1713112022 Composite:Edge Fiberglass Sin&Doo with 'ldelde(s) Yes. - Yes, Y.es N/A 6 T:Therma•Tru Fiber-Classoand:Smooth.Star 0mk%aing/Oubr Mimj NO, OX or OXO configurations), - Nominal 8&#3s0&quotlmpact&quot, Opaque 12131f2022 Composite Edge Flberglass Double Doorwith or XX OXXO Yes Yes Yes-: NIA 7 g.: Therma-Tru Fiber.Classlg.and SnirethSter vdthauh Sidalitea (InawinglO4tsvo-ing' or configurationa) Nomrnal8&#39'8 &quot;lmpad&qu9 Glazed 121312022 ,ComposBe.Edge Fiberglass Single Door Yes- Yes Yes: WA 8 h.Therma-Tru Fiber-Clesscand Smooth -Star - - gnswirglOutsvdng; Xconfiiguration) Nominal 8&#39,8&quot;impact&quot-Glazed 1213112022 Composite Edge Fiberglass Single Door with Yes Yes Yes WA 9 i, Therma-Tru Fiber-Classroand Smooth -Star Sde]@a(s) (InswinWOutswdng; M. OX or OXO c-rfigutiana wrninaralrmlag8&quot;lmpact&quot, Glazed IW$112022 Gompgelie. Edge Fiberglass Daub?e Door rdth nr Sldelites XX:or OXXO Yes. 'Yes, Yes NIA 10 1: Tberma-Tru Fiber -Classic and snionth-Star v4tnauk (Ina+minglOuhsN1}ng oanRguratlons) Nominal 6&#39084vot,lmpaah&quot Glazed 12}iM22 Composite Edge Fibarglass Single Door Yes: Yes: Yes. WA 11 kTherma-Tru Fiber-Classieand Smooth -Star - tinswang/Outawing, X configuration) Nominal8&#39,Q B,quotlrnpad&quot-Glazed 1213t2022 £omposite.Edo Fiberglass SingleDWrWth Yes: Yes. Yes. N1A 12 I. Therms Tru Fiber -Classic and: Smooth -Star Sidelitew (InwrIglOutswing: )(O„ OX or OXO configurations) Nominal 8&#39,0 &quot;lmpect&quot Grazed 12J3112022 Composite Edge Fiberglass Double Door with or XX Yes Yes Yes NIA 13 M. Therma-Tru Fiber -Classic and Smooth -Star without Sidelitae (InawinglOutswing or OXXO GbnflgyradbnS) Nominal 6&93$6&quoLJnTact$quo; Opaqub IW11124122. Composite Edge Rberglame Single Door with &quo;Nod-Impeat&qum; Sldellte(s) Yes Yeir... Yss: NIA 1.4 n, Therma-Tru Fiber -Classic and Smooth -Star- (inswirig/Outswm9; XO, OX or OXC config urations) Nominal6&#39,8 &quollmpad quo' llpaque 12Y3tJ2022 Composite Edge Fiberglass Datble. Dogrw#h Yes Yes Yes N!A 15 o:Therma-Tru Fiber -Classic' and Srnooth-Star &quotNon-Irtpad&quot: Sidelnes (InsW ng/OulsWng; OXXO configuration) Nominal 8& SSOaquotlmpact guar, Opaque 1?J31f2022 Composite Edge Fiberglass Single Doorwith '&quo;Non-ltnpaci&quo1; Yes, Yes Yes WA 8 p: Therma.Tru Sbe Classic and Smooth -Star $idelRe(s) Q nsw11ng10utswin0: XO, OX err 4>)(0 a Q,Zat's)ns), Nominal 8$#39;4 Squat Impact&quot Opaque 12f312022 Ccmpdsite'Edga Fiberglass Double Door with &qua;Non.impect&quol;Sldalites Tag Yes- Yes N1A 17 .q. Th--Tru Fiber -Classic: and Smooth -Star (InsAdng/Outswi ngl OXXO opnfigumfmn) Nomrns188r#36,88.quogNon lmpad8quct;Qpaque 12)3t12022 Compaslie. Edge Fiberglass Singla Owr Yaa. Yes: No N/A i8 r, Therrno-Tru Fiber -Classic and -Smooth -Star -flnswfngk7utsft; X copfDuration) Nominal 6&#39;8 &quctilon Impad&quot Opaque. 12F3i2022 Composte Edge Fiberglass Sipple Door with Yes. Yes No WA 19. �s: Therma-Tru Fiber -Classic and`$mooth•Star scialke(s) onsw4nglQtitavdng; X...Ox of OXO canhgur®�}iona) Nomma68&#a0,88quot,.Nan ImpactRquot Opaque 12i3'If2022 Composlte:Edge Fiberglass Double poor with or Yes-. Yes No NIA 2D t:Thama-Tru Fiber Classic artl Smooth -Star without $Welltes (InswingiOutswing, XX or OXXO conflgutailonsy Nominal 8039 0 4quotilon-Impact&gib Opaque 17J31/2W2 Compo iite'Edge Fiberglass Single Door Yes: Yes No WA 21 u. Therma-Tru Fiber-Claesioand Smooth -Star Qn "TIOUbamng; X ' n(igur"o j Nommal8&#39;D aqu Oondmpaa&quot; Opaque 12I3112022 Composite Edge Fiberglass Single Door with Yes Yes No WA 22 ernre Y. ThTm Fiber-Classic.W Smooth-SWr Sd.tae(s) (Inrsing/Outsvting: XO, OX or OXO- conriouratlonsl Nominal 8&.439;0 u Non -I ct& uoh ua - 12131 Composite Edge F]Wglass Dou�bldDbor with err Yee Yes No NIA 23 waT a- ru Fiber- asscand oot • ar berm T. CI I Sm hSf Wtltout2ideldes onswingl0utswing;:.XXvr OXXO_ configurations) - N minal6 71398& u -Ion ci& v Closed fi 131/2022 v & q vkNon, pa q qt, 2 Composites Edge Fiberglass S'sigle Door Y os` Vas N o f NA 24 xTherma-TruPiber-Classic and Smooth -Star (I nswingiOutswing; X configuration) Nominai8&#398&quotNon-Impact&quot; Glazed 12131121722 Composite Edge Fiberglass Single Doorwith scalite(s)(InsWaSioutswing, XO OXor Yes Yes No NIA 25 y-Therma-Tru Fiber-Gasslcand Snioath.Star OXO configurations) Nominal 88df39,8 &qupthlon-Inynad&quo;Glazed IX3112= Composite Edgs Fiberglass Double Doorwith or - OXXO Yes: Yes No WA 26 2,:Therma Tru Flber-Classloand Smooth -Star Wthout Sldelites (Inswing/Cutswting XX or configurations) 'Nominal 8&b38,O&, Uot,Non-lmp3d&quot; Glazed. IX3112622- Composite Edge Bbergla 's Single Door Yar. 'was.. No NIA 27 m,Therma-Tru Finer Classicand Sirnpoth-Star (1nswng/0utewm0XbDnffgurat[* Nominal.t$ ff,39,O8quot;Non-Impect8quo; Glazed 12131/2022 Ca`mposita�Falga Fibergia.Ss Sngle Door with - Sdol4e(s) Yee;: Yea :No NIA 28 -zb. Therma-Tru Fiber -Classic and Smooth -Star (Inswi'r,'--r'g XO OX,or OXO mnfMurations) - Nominal. 8&i138:0 &quotNon-Imped&quot Glazed 1213IM22 Yes Yes No WA Florida Dope rtmeIII: of Business & Professional Regulation Pro 1 a1:2- Building Codas and Shinrlards Iwim Product Approval Application Detail fo_de E nayor Date bate ftadnc �R ]gVm6Von . contact . fhpinar&LnYagtlafad BE ir Vadaatl Stem Fac Aoorotlal Aaor vatl at at., Revision 2020 - MI WindM and Doom Srem$tfinger Luis Roberto Lomas Steven M. 1kie . PE 1WUX2a. 10M612020 ICA 2020 17115/2020 Approved Category: Exterior DWS (T171305-3300 P11-925i4 :(717)317-8454 SWCategorr. Slidng: Extorter DoorAeeanbres bsigargai�mlard-cam Compliance Evaluation Report Loma FlorMe Re9i.ocred Architect or a Licensed-Fledde Professional Engineer rgfrallLv"A9suranda AcDroofdfor USB A= . $B# Product Model, tiumoBr or Name n IIIHVHZ Pressure 1 SERIES 420 ALUMINUM SGq SERIES 420ALU MINUM SOD OXO 42012024 No Yes No NIA - 145.3/4&quotX80&qua: -NON-REINFORCED 2 SERIES 420 ALUMINUM SW SERIES 42CALUMINUM SGD OXXO-XX 12312024 No Yea No WA 96&quctpi80&qudt NON -REINFORCED 3 -:SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO IM12024 No Yes No N/A 1453/4&qupt'Ai6&qua; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 470:ALU MINUMSOD REINFORCED OX. 121}10024. No Yes No NIA xo.`>x �&qu ax96&quot: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALU MINUM 60D EI1 O CED XXX 12731 0 24 No Yes No. NJA 143aquot;x9a&quot: Florida De rtmerd of Business & Professional Ra ulation pa 9 P e1 a2 ay Building Codes and Standards L9/2D21 Product Approval Application DetatiHIS Cads IS! Entity or rm Data P-1 20 lYPP version Manufacturer Contact eer8 Ucense validated Hy. FPffin Y2 -�9Lh3 MApproyal d $29C43 sS3t4E Revlsbn 2020 Wayne-Deaon, a division ofovemaad Door rnueyne Kanish John E. Scates Jamey P. Ammon, P.E. 1D/1212D20 iWSM20 10232020 12/15/2020 Approved Corporation (330)/63.8121 PE-51737 (904)821.5200 Category:-Extador Dcars dkomrStititv/ayne-daltona SubCataorm: sactimal Extorter Ddor As9amblies Om - C-PIN-0 Method: a aivahm Report from. FlondeR laterod ArdhltectoaL Licensed eg Y ice Igt professional Endnaer - - CualiM A.Surarce Ammoread for Use A-tai l fin Use Imaac[ f"Jorl Soda . Product ModeL Number or Nanro Product Descrlorton cone'so Written Me In tiVNz Outside HVHL Ras] err Pressure: 3 5000ia1D0f8200#1105 9&#39. MaxwiHh. 14&M; Max height. Glazing 1213t2023 No Yes Yes +31.001--35.00 available In too or lntar"distes lion, 10- 6000/810018200g1123 188#38; Max',Vlda 14&#3a, Max height. Glazing. 12M12023 No Yes Yes +30.00F33.50 available in tap or Intam»0iata sedkln. 11 800U.01000200#1124 is&csir Max Width. 14&#39:. Max height. Claan9. 12MI2025 Nu. Yes Yes -3440138;30 availime,inmo or hieplledlafesection. Florida Department of Business & Professional Regulation Pagel V 2 Building Codes and Standards it Wl ProducfApploval Application Detail Code that :or Data Data pate Pantiinn Datc mm veridtln: Manufacturer Confect, Enar-&t?gmusa K hdAwl Sr validated .swmbhed Fac-A.-i ADoroved swigs. Revision 2024 MIWIndp45andllgars BrentSltling4f Pnterl4anArch-4cturil StevehMUnch.Fit ivlM420 11tI7f2029 112712020 Ppprwed Category: Wndows (T1 T)3&5-3300 :Manufadur mAgsodetirin E717i 317-8454. Subcategory: Singla Hung bsn npar¢}rtdn-d.dpm COmpllanoe Method: Cenikcatlon Mark or Listing duality Assurance Aotacvedfdrilsa @gprnvetlfbruee holig Mew, 13-6. 'Product Model. Number -Name. Product OW11-lon Contract EAWration Data :n HVHz. Autsrde.HVH Resistant Pressure2 195 SH 52172 Fin/Flmtg , Frame IGM Single Hung 1 Drib 023' No Yes No M-s0. Laminated Glass AW, ^^W > W U N O Q O O i C cu 'O 0- O O O Q O W O _O U_CU O _ > . N -0 i O O C 0 .� �/�� VJ a Z Z W J N �. E�1] X^ LO LL � � L 6 a Y C Q 0 Qri✓''�i N ^a W `>�_® "" Q) a E C U , 3 / /�L I� 40- UI CD E W z C CD _ �V O CL O 0_ O U m =:3 < O L- W W Z z Q J a. SHEET N0. PA 1,0 Florida Depart1ent of Business P Dfe ssio al Regulation Building Codes and Ste ndafds Product Approval Application Detail Fogs .to 10i2022 code t or pate �: Dot& Pilnift Date I3M Version Manufacturer Contatx". Farpine kucamvalidated Ev Validated :Submitted FBCAppro+ral Approved $tatu... s Rovisian 2024. Thermal Cor ficin Steve Jaspers- Lyndon F. Sphimidt'P. E Ryan J. King P.E. 1010712(l21 0911872021 1011312021 121 i021 Approved category cm, o ; Extdrior rs Do, 8 - 3 8 555 8937828 P64 409 813 7 7S (.�) , { } B,ubCBYegoryl,Swngiag gskenor Dolor Asapinblies eg .. sfaspefson,'thefmahar4s 90tsplefica M9thod' Evaluation Repartili a m Florida Registered Architect or a Licensed 71 9. d E _ Professional Engineer FLflai)Sei:i£%Pr>1dgcYs' :�' �.- " -` ,.. ._ '. ''' ._ ., . • - , . __. _ , . . - QualtiVaSSUrall" Aporpvedfw Use AA_prpv giaij ae Ioopita Desidn Sens Product Model, Numtleror:Name Proeuat'Descriotidn Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 1 a Thenna-TN Fiber -Classic and Smocth-5tar Nominal 88#338 8quc#Ngn Impact8quoh Opaque 1213112M Composite Edge FiberglacciSngla Door No Yes ilk) WA 2 b. Therma-Tru Fiber-Clacil and'Smooth-Star (InmingfOutsning. X corfigurabon) Nominal6$#99.8 &gtlotNon4mlead3quot Opaque 12J31/2022 Composite Edge Fiberglass Sin to Door ,frith No Yes No WA" 3 GTnerma-Tru Fiber-ClessfDaria Smooth -Star ".. Nominal B&nsunnglOUtsviri9 ,OXDrOXO aid liceO {I� configurations) 39;8 &quot;Ndn-Impad8,quot Opaque 1313112022 F(bergMss Composite EdaIO,DmpM Ooor %itll or - No Yes No IJIA 4 d. Themla-Tru Fiber -Classic and Smood Star wrBroutSd§litoa (Icswng1OulsMng' )X.crOX(O configurations) _ Nominal 78d%il) 8quctflon-Impact&quok Opaque 12J31J2022 Composite Edge Fiberglass: SingleDoor No Yes No WA 5 a Thermal Fiber -Class lC and Smooth -Star (InswrWOutswing, X configuration) Nominal 71kf139;0 &quot;Ngn-In*a#&quit Opaque 12191!'1022 Composite Edge Fiberg lass 5in9te Door with &Ploke(s) XO, No, Yes No WA 6 I. Thenns-Tru Fiber -Classic. and Smooth -Star ((nswingloufsW44, OX a•OXO corrfigundigns} Nominal B8g32;08quotnion-Impactilquot; Opaque 12131t2022 Cornposhe'' Edge Fiberglass Single Door No: - Yes No NiA 7 -2. TharmwTru fiber -Clair to and Smooth-$* drrotwnglOulisvill,X cohfiguiatlaN Nominal 9&#39;0 &quotNon-lmpact&quil Opaque 1Z'3122022 Composna Edge Fiberglass,5mgle Door yith OXO No Yes itio NIA 8 h. Therma-Tru Fiber Classic and -Smooth -Star SMelile(s) (Inswinglowboving)XO; OXor wnfigurations) Nwnrre1:111. iliquotRon-Impactili Opaque 12131P2022 Cempos(te.Edga Fleer'gmssi Doubt Door with or No. Yes No NIA 9 L Therma-Tru 'per-Glosatc and Smooth -Star . will Sltleliti s (Insvnngtaubew ins, XX or DXYO admigUeltlorl " Nominal 68#39.8 & uot:Non-Im ct&igJot,Glazed 1=112022 Composite: Edge Fiberglass $,ingIs r „ No Yes Nc. NIA 10 j.ThermoTrufiber-Classic endSmogth-Star tlrrsvahg/Oueswing- Xwn(Igurabon) . Nombeli,D"3g•8&qu6kN6nihipact&qud,Glazed 121Sn12022 Composite, Err Fiber lass Single Door With R ... 9e XQ 9 dfDXO 'No, Yes No "NJA 11 kTherma Tru Fber-Clacoesmd"S`mocki-Sl r 5ltlaltt¢s InsW lOutsvdn ,XO, OX t)l.. u9 Y configurations) Nominal 0&#W;88quotNcmo Impacx&qu,t Glazed IM112M Composite Edge Fiberglas Double Door with or No Yes No NIA 12 L. Therrna-Tru: Filier-Classicand.Smooth-Star without Sldartes (Ins vinpiputgwing;:XXor OXXO configurallona) Nominal 7U39o4iquotNonl mpact&quit ',Glazed 12J31r2022 Composite. Edge Fiberglass singie.Door No Y69 No, NIA. 13 m. Therme-Tru Fiber-Massicand Smooth -Star (InswnngfOUEyWi g Xsohhgurabon) - Nomnal 7&#B9'0&quat;Nen-Imped&quoh Glazed 12MI12022 Composllsa.Edge Fibeiplass5ir le Door wink No Yes No NlA 14 n:Thermo-Tru Fifer -Classic and Srnwth.S'har Sidelde(s) QhawnglOutsvrng, XO, OXor'OXO configurational - Nominal 8&Yi3g;0&quothlokliopeptlig(af; Glued 12J31J2022 CrunposRe Edge FlberglaclSing to Door N'o Yes No NIA 15 0: Thelma-Tru Fiber-Ctassioand Smooth -Star OnWr gfOuCswhi X mMlgurafldn) Nominal 5&n390&quot,Ndn-Impsa;MqucK Glazed 12131 12022 Composite Edge Fiberglass Sing ]a Doorwrith . Sidello(s)'(Inswing/Outsvring; XQ or OXO No. Yes No. NIA. 16 p. Therma,7ru Flper.Clasill and Smooth -Star OX configurations), Nommit 8&#39 0 &quo1'Npl1-1Impac,blli t Glazed 1215112072 Composite Edge Flberglae3 Double Door with or .No Yes No NJA: - 17 q.. Thermal Fiber-Classla: and Smooth -elan vildr t $1deritas OnswingfOutsenngl XXor OXXO coniig lotlmis) iNomvral 6&#39;8&quotNon-Impaot&quoE Opaque 1219112022 Compoaito Edge Fiberglass Single D00F with No: Yes 1 o NIA. 1B r. Therme-Tru Fiber -Classic, and SrioothStar Transom (Inevu nglOutsvang; OIX corifiguration) Nominal 8&#39;8&quotNcmrr1mpact&guerkOpaque 4213112022 Composite Edge Fiberglass Single Doorwith SSdelda(s),and O/XO; No Yes No NIA 18 s::Therml Fiber -Classic and Smooth -Star Transom (fnswing/Oulsvdrg; OIOX or OJOXO donflgureigonall - Nominal S8r ;BliquopNan-Ihyiad&quct, Opaque 12MM2022 Composite Edge Fiberglass SirgleAoi whir like(sj XO. No Yes No WA: 20 t-Therma-Tru Fiber -Classic and Smooth-Sthr sic (In swlogloutarmYlgi OX or QX59 Cent .11Head antl Sili configurations). Nominal 8&#l&gUot;Non.Impact&gLpt; Opaque 12f31/2029 Composite Edge' Fittinglass SM le': D oar. 'th wl fr.....1?. _. 9 9 . No Yes No NJA. 21 u. Therma-TN Flber.Clac ld andSmoodl-Star Sidelrta(s) onsvnnyOUtswing, XO. OX or OXO Continuous Head and Sill cgnflguraWns). Nomintil Sill 8quatNonl hparaquot.Glazed 1.2MI12022 Composite Edge Fiberglass Sngle.Dcorwith No Yes No NJA 22 Y,:Thermo-TruFlber-Classigand Smooth -Star - - Sidelrla(s) ons kIng/Ou(sviing; XO, OX or OXO Cmrtinuous,Head and all cobfiguratiom) Nominal.8&#38;0&quot,Nonlripe*dquot;Glued 12/3112022 Composite Edge Fiberglass 6irigle,Doorwlth - OnslMng/Outnvdni No Yes No. WA: 25- wTherma-TruTibee-Classlo and^amooth-Ster Sid.5bal XO, OX or:dXO Continuous Head and 611, yonflgurstiormj, Nominal 68d SgiiliquotNdh-Impact&quot Opaque 12Y31J2022 Composite. Edge Fiberglass Door Panels;v4th Vented (kX'kNXXXX No: Yea Na NJA 24 x. Tberma-Tru Fiber-Clesdc and Smooth -Star SicelitiO (Imatvingloutewing; X`i ooafigurations). Nomrai&&N3$0 &quotNon Impact&quot:,6paque 12131/2022 Composite Edge Fiberglass Door Panels with Vented No Yes No WA 25 y. Thermo Tru Fiber-Cessic:and'Smooth-star Sideltte(s onswnngwounewing; XX)=w)O= aonflgUmtlons} Nomin218&f)89 8&quot;Non-LnWdt&quot Glazed 12131/2022 Composite Edge Fiberglass Door Par ialswith Vented No Yes No WA: 2e r, Therms Tru Fiber-Clisskgand Smopth-Siar Sidefitsi OnswingiOutew rg, X)( XXX or )OO(K configurations) Nominal 6&#39'0&quot,N6n_nosot&quotl'Glaaed 1213ij2©22 Composite Edge Floerg lass dopy Penele l,Vith Vented No Yes No N/A 27 za.Thermoi Fiber-Classicand 5moothSter Sidelse(s) onwvvngi6u6ng XX, XXX orXXXX wrtfigumlloms) - - Nominal 6&i3g8&quo0cnImj:wtct&quot Glazed 12131f2022 Composite Edge Fiberglass Single Door with 36i OX ;No Yes No WA 28 zb. The ma-Tru Fiber-Classicacid Smodt-Star Sdeitti onsw irtwoutsvring, XO. or OXO configurations) Nomi�aI H&F39,8&tr� Non Irpatruo-f.GIazed 12l3Y10 Composite E9 Flbe e lase Double Door Wth . df9 No yes, l+lo WA 29 ec,% Thermal Fiber-Glassio and Smooth= 'r .. Stpi 3Ml Sidehtes (I nswrim/Outsiving, OX:fQ- ocnfiguraGan) NominalMilll u n- ail u. Glazed 1- I31: 2 &a ot„N?. Imp &q g#2 _l2O2 Co Rosite Edge Fiberse..Single Doorw Rh &MD . No Y s e, 'fVo NJA' 30 zd. Thama-Try Fiber-Chal and Smooth -Star r .. Sdelibi (Inevwng/OutevXOOX a OXO mnfigurabans) renal 8& 90& uotNo 'fief Glazed 12131f 22 No #3 , L .n-Im az d 20 9 Pa�q Po.site Coro aea'Doilble Door with .. Ed.9eFtsars t OXXO No es Y. No NIA 81 za. Therms-Tru Fiber-Gasatoand Smooth -Star 38dXi9;b SidelRes (Insvangl0ulswAng, configuration) Nominral 7&039;0 &quotbion-Impact&clucc Sheller 1219f72022 No Yes No NIA. Florida Department of Business & Professional Regulation BLdlding Codes and Standards. Product Approval Application Detail Page t di 1nhm Florida Department of Business a Professional Regulation Pagel art Building codes and :.Standards 10292i Product Approval Application Detail 92& I'll nE let, or iDiane MENNOM .Date Pomfina. N2 Ti Version wanufatturer ._.. Cd>Kat: :midrieet ucenae ValWared:&r. Validated. suJat" PSCAadroyal- Approved. 9tA= A1fMlatlon 2020 POTlndustrleo Jan. Rosouekl 1,11-i-Dade SCCO-CER Wilmi-D.de6CCO-VAL 11M 020 . 110M020 1177112020 Approve. Ceeloo.w. wlhddws (941)4611-9109:. (Mil)315-2590": succategoty. Slagle Hung 1rcewskiggg indVelalles. - C -Dance Met d::Certific onM rk Listing enw rip all 5.. or p urn sel Product Modal NurmM or None- Prodtid l0escdodon 2 S145WO "iye Mlsc e. ImpaQ) vin i Slagle Hung VOndtrir Conned ExDlratlonpate 07/3012025. Florida Department of Business .& Professional Regulation Building Codes grid%Standards Product Approval Application Detail (color lase Aovrovaa rartise M..CA Dalai HVHZ Wads Hl Re terent: Pressure: V. Yes Yes' NIA Page 1 .f f IFJ7202i Ell t=. aft Gill Veto Perigee gels 11m. version Manufacturer. Conrad Enatneer&License Vardided Validated submitted FBC AoarUral Approved . -._ m_ -... Slid - Affirmation 2020 PGTlndust,Iav JesRo`owskl Woml-Da GCCO-CrR Marot-OdSCCO-VAL 11KB20 iiN52020 4111112020 ApPrare4 CAtegoryJ wil,dows; (641)48"100 (786) 315-2590.-. subcategory: Fixed lrcsv4isktiiipgtlridushei Cppiptlenea110tt :: Ceriffle28on Mark or luting om P1.iPbi3d12414.oduet8 .,; . .. . - Qv9dV Assurance Aanrovad f-Us , A,,-d fro -the Ono e1: lt4Sto.7 4he" Productodel (amber (acme Product Descried- Cen rill Emi alien Date M HVRZ Oulaide r V ii Resistant Pressure S pi(Lsel Missile lonli ' iPCradNlndow 043o2D25 Yes: Yea. Yes NIA Florida Department of Business & Professional Regulation F.ge I oft Striding Codes and Standards te? a Product Approval Application Detail code t orDab Jeers Owe Pending TV- Veteran Manufacturer CoMad End ... r& Ui:adsa Validated er Validated Seemitlaa FBCAaorovai AdIYd99tl $slier Rewsian 2d2b aN Window. and. Doom Brent Sit ... Bnger Amencan -n -. An it,aual .Steve 14 Unch E n . P IMEV2020 mile ilm ..._.. 10115i2020 Deed .eplx CaegDry:.�Windows': tri 7)365.33DO Me nu factwinrsAssoct.N. (717)31r;8454'"- - subcategory: HCrizantalslider bslRingergrirhud ri Comptlarl Melhott Cartlgcatlon Mods or:Listing PLA11S$e'ii2aP'ad(Ydf , ,, .. 2, ` r., ` 1.1 .�.,. ,:;."Ag, _ _ ,. - .- . - Gal Assurance. orovedforUse nraved for Use. .Ao _ impact BS9igti a-- It Product icodal. Nlanhar orName Product D-fin ion contract is.,.0 mien pate. 1, }IVFit outside Hl Nashetard F,-, 1 HS188 Fln..arnd Flange Frame 73zG2:Insulatetl Ges, OVI612024 hi Yes No: .WS5 Florida Department of Business & Professional Regulation - Building Cordesend Standards Product Approval Application Detail P.g.I VI irsr,2o31 f�i g EntitV.or ggj1 Dale Dote pandna -. fie S8VrsiwrManeratue 2at Enalneer&Llcense Validated validated"'cidea FBCADD."[ Ain ror a(&.- , Revision 2020 MI Wndwt lid Ooots Brant 81,19," Luis R Limas;: PE Steven M. Urroh, PE 10J0612020 i01060D20 1,,01IW2Q20 12MLq(120 Acipraved peAeBoty: Wrilci (717)385.3300 PE-625}4 t7171317.8454- - -- Subcategory: mullions baldingliamined.ocim CompllaneeMlBthoc:EVa§latim 840:it rmm a: - Flmfda:Registered Architect ore. LheinsedFlorli Professional Eppgn -eer Professional - - - - F t_ salkte.AfKtpLrc . - . -.- -. Quattv Assn- Amrayadfci :@tnxavad for Use unclad II 04911.1 11i product QAod0. Numbar or Name Product Dascrlptten .control Ekakat'rmi det4 -'Ili- VKZ outside fill Rasist�tt paa reura. 2- 376E Val Alurcium Mallon 120tP1024 No, Y. Yes N/A Florida Department of Business & Professional Regulation Building Codes and Stgridards Product Approval Application Detail Pegs Ill I 102021: Florida Department of Business & Professional Regulation But Idi fig CodeS.and Sbnifards Product Approval Application Detail Page 2 or2 1919J2f721 rode Ii iy of Date Dale. Date Perrone. Me Fri Mtv or: 2111 I Date Date Pentium Date M= Val Manufacturer Councicl. Endnea"41-j , Vaitlared By y'a8tlatea Submitted FBC Armroval. Ag:raoved Status JxM V7arstan Manuffil rm contact EnDlon-M lceilae (Validated all Valltlated submitted FBCAsti Anmevad &chi 2020 Join" .Handle Bulking Pfodreta le _-Randall Chad Lttcia-" V. Andrew Tan John 8odharP D11050t2a22 OM6ring FBG Ap.p.-r Ra-2Q29 Ali P.V. Nck:Than{rai LyntloP: SehmktP.E Kg,:P.6: 07152021 Qz. 5- hiQ4.r. -021. Approved CategPapal Wells (0a)3659PE 61802 (362)W2526 Caa y Feral Wells -Rynl ,(33922-2389 PE43409 (131767-6555 SobCateprinsIdng chad:dieralic a meshardi - --- Subcategory, Sdrits nlhanpacn&lstdepom compliance Method;': Evaluatlgll Report fr9tn a' scar - CompliancaMethptl: EYdluahr Aaport rrPrria. - FlDnd. Registered'Architedors Licensed Flortido Fl.ida Regleterod Architector. L wh.s d Flodda Prolesslonal Engineer Plomeslonel Engineer :.,,. - . ,,'��Jsr B'Produ`ets'' ` ikT;' _ .'QualtVAasurance ; pWa52YZ:R'.01$hd'rtpts .. :-. AverovadforUse, Approved for Use ]Enlrct Desld, .. QuAlb,Asauranca� dymoyedforUsa' Aso-dforIll IEUPP" gedw sea Product Modal. Number or Name: Product Descrlotlon 'contract Ezbir800 Data In Z Out"HVHZ Resistant -gg;gy(g sons Rnduct Model, Number or Name Prn�pemrlptlon contractExpiratlon Me In KVHi pull HVHL Resistant Pressure 1 Cemolank Lap Sid'ng filler milliapsidng iminw, Yes, Yes NIA WA 1 r, ocuct2T8quot sort Vent or"SciLd VIfM Sol& 12r31t20F3 No Yea No MIA 2 H-1.1oil L.pall iberoementlapsidng 1ZS112025 Yea Yes NIA NIA 2, b, wetAilence T4&quot:8ofid Vanl-6drd Virryl.Sol I713fli To Yes No: WA 3 c. &qud'blitabrar Mntage Beadedbil30: Sofro Venter piclld Vklyl $MQi 1273I2r723. No Yea No NIA 4 4&qud:D584uot,sew Ventorsoldvirlyl5orm 12)312o23 No Yqs N. NJA 5 e.&qud:Chw1,, Oak&quoi;, ecirif Ventor-wld Vlnylsi 12612023, No Yas He NIA .6' f&quet'Super Sperm L; Sol; Ventac Sd'dvinyl Soffit 1213112023. No: Yes No: .NIA Florida Department of Business & Professional Regulation Page l art Florida Department of Business & Professional Regulation Pege,i o Building Codes and Standards ` Qvzoi' Building Cads and Standards. III Product Approval Application Detail Product Approval Application Detail Cie Erithr or Vie, isle Date P}rmNm 2& cola, _ EntRV ar _ ... _ . _. Aft beft_ pme Pool Ditto _. . V- i Manutaclurer jygg n nn rota E Honer(&License Vagdded Tiy. Validated Subm h� "FBC Approval ' Is - 11'g1 Version. Al anufadurill Contact. Endnaer&License VoRdaled&r S IDea _gJ_* FBCA...over Aoor ovaa 8 R 'slop aw 2020 iAMKQ Butding ProduQC LLC Kad Eden. Repent Nk1i11,rkri John W", i(noip,+lcp, PE 0N9 09h . 20 10H- 20 1211 2 1 /zo2tl 920 22.0 S120 q ,:..... :.: rw ed Mp,. R 'sic 20 0 ew n 2 L.V. Inc di Thompson Architecture] Th. Th C P. Ton Chnsfm n 2ac R. Priest Steven Undt E e n M . P Y _ hart._ _. call 09176ii p97 D912212 020 1 2J1:5rRi20 _ roved .. category: Rooting, (Al-eBE4; Pt ib$ (854)772.622q -, _: _. .. etraon• C .. Central McPols Con pnny(TAMCOi ._ t813)2g83456' PE-74d21 (777)3TR64d§- .. .... . SobCalegorY Undetlayrighl5 k,m_ec000lamka com Category: Roping, lcrlyagPmelekooling.- compliance Method:: Evaklatlgr Popoff from a subcategory: Roofing Atooesdries that are an Florida' Registered Architectar a. Ucenssd:Florida I Integral Part crone Roll System Pry saner Engineer Compliance:Method: Evalustlm Ropomfronta Fiends Registered Arditectara Licensed Florida P LkY212g=R$PtrwWaB", ;`; - - _ ..: ,: - ,. ,:. := e Engineer Professional ` QaalN Assdrance vaa ar sa. Armrav a Anaro f 11 odf for 'F B&YlLRS•]iraduud`s _ - . -. .; - - : ., ,?. - - : . �. ., >� `- -; '4' " .: ._.- .:. - . - y.>• . .. - - :. B. ProductModal. Numbw-111- �- Product Description carolled ExdtraltonData Be n V14Z- NW11e HVHZ Ae-. 1� sktar! pte63gR - - - _.--- - - -. - -..:: rgugilty Assurame A000vod for Use �ApproyEd for Use attoast Doskn. 1 TAMKO Rod Underlayments(HVHZ) R.odundcdayments for use in FSC:HVFrt 0&2' 9f2G23 Yes No Ni. WA gal Fmduct Modal. Number or Name. Product Deseintlan -Contract Esdral Date .In HVHZ outside HVHZ Resistant -Prosual Nnedolons 1 TAi Flat Top 01IRidget Vent with Me for Tie 26 gA. staderoafvaMlidor a40 bakge "no9ao2s' Yes. Yea NIA NJA 2 TAMKO. Root Qmrlaleyments 00N- VH ., RDafundedayment.for use In FaC:nca HVta Q6V2912023 No Yea NA NIA 2. TAMCO GaoeaneekVem. 26ga. 09/09Y1026: No Yes NIA -oksi judsco lops, & TAMCO OtT-Ridge RodVenivilih Bare 26 ga static roofveMliatorwith lntegratedbafffe 09fo92026:" Yes Yes WA N/A 4 TWO Round Top OfFRldge Vent with Bafftefor Tile 20 ga static roofventllatorwith bore 0$10812026 Yes Yes NUi WA Florida Department of Business:& Profasslonal Regulation Pas.1 al BuildjrigCodes and Standards 1i Product llppioval Application Detail Florida Department of Business & Professional Regulation page I of BuildingCodesand Standards T25/2023 Product Approval Application Detail code eth Dal _ two Data Familial ,fit@. _ :.ado FEg,Qhy gt ,We „wig pat. Pendino Ds" Code, Enmity on DatePentllna Data yac jgversion Manufturer CrllCEnctineeraucarl " Vagdatoa yeudaketl Submitted FBC AD.re4al 5oomg Ig�lgg �anulaetLrar _ ,�pg(p5EndinBUcerra Vataated B - Validated .Su6ilbl '-- FBCAldaat gdprDYOg as JgVersion MonwartWro CnntaEngineer &-eene Validated Valydaad �ia--te,.Dae SFOo Aparoval Approved et status Revikion 2020 Lomeli Katrina Jab eaL er P.C. a Jam aapMten Y _ M ri PE U di.. 1h 020�. 11237P020 11129 OZO: din BCA 1. 2/2 1 h F pn g. _ P. Rewafnn 2020 ora:Roe&n 8 I g #o id i Antlarsan RDBln IAPMO UDI mEv u tlon ,Ge Walker ry W 1i103 9 1ian21ZQ0 12D2 2. 'll9 5J202 1 0 App rdvetl s 2 M D GW a{ protection Products C7 Revision 02 . p P LL -� _. Tim ft brnson Walt Tot r E. 7 q ere J. P,.. John . n V : E 0 0 009 1 101/2020 W xeze 7d1 P.. 91q$2 2 i()&r2020 O ,. - _. i5 020: Approved 12J f2 A e .. P P category,RooAn g 5 983.903 =3 2 41l 1 PE 124 ( _. 7' 31785 : 1 r 4 4 (. ) -.. t " Routine Ca agory 9 3 .>. 8017 80 60D1- Sctvl as LLC ( A 2(15 854 0160: ( ) _. a1 'S fires C e h r 9at'd 984889-7545 A4 87... ( ) PE- 1 954 7 i. ) 7 25224 _ . Suhcategory;Rooflng Accessdles tfiataregn klelleybmaneo:com" aubCategeuy, Roofing Iles RabfgAndersogbrr'aI,CD SubCakegoiy: Sharm R,anel.. tim.mbinsonQ�9ppent:0om - I ntagrol Part tithe RoofhgSystem Compliance Method: Evatuotim Report from in Comptlanee Method: Evaluation Report from a compiler. MethiEvned. idri Rel lfrom. Product E-velue8on Entity Florida Registered Architect or a 1-ioeneed.Florida Florida ReglsieredArchiled or a Licensed Florce. ,-,.,. -.>. :. „_, ,.;.„ ..'11, ;. ,, _ Professional Engineer Profeaerrrd - pea Fri g .- - _.. _- .,- ,.__..__ , - .. ._ -:-.. ..:.,, . t ;_: .. , ::-: ..3D768B`P'rniCuct" ::: - I iil - . _ . - ziao' 4aapae .' ., ( +: -; ..... ',. , l -. -` casAayAs'surapeb. AmrelratlfaraJse. ADoroved forUse. lmoaet Ea41�1 - ._,_ . `. ... , .... .. _ . . - :i:: ... _ - � ...., - , -:: ...:.: ..- s9&adt p. r a rodud Modal Numha or t>L1l^- Rod(�DasarlDtlat. Centred ESmrmhDnDaie.. _. X m uHz.: outside HVHZ'- fit Re -__FlBiaBE r ir$s�i9. Quality Aursulanca 9 Aporgved for Use- A pro far Usa fr�+�l 1 act 1)ealan -�i:e-- QrMgnlAsmsmab .. Amrovetl for UseApproval Use _ Design lmgaot 1 8 Se con - a 1 Cou eta - t Old En i % Shak lira a n ZB q tl sb y irY � M � t of11a Denver C Fla Pr a 1 273T2020 No Yes NfA NIA # Product leerier. Numbers( Nam a trot DaSC71 la Prod d n hd as -❑ contract tEYt}ira n Data r HV 2: Outside HVHZ H s eH " as sLT P -gU R u M rev ro S#Product MD e- Number or Name 7 Deck-Ae�OA-4 orTR1-Buuk.Deck-Air.DA-4 Product Docdrwtw LonProfile, Pptypropylena.Wastic, RoofUant control Ea gIration Date 12Itt1h92S in HVH2 ou e deNVHZ� assistant ) assure Na Yes No 97.5J•g7.5 1f�. acf Thatch iiiii Impact 800 Slate She],.Aamp; Split Shaky Flat Praflle -Stockton, CA 1213112U20 Na Yes NJA WA 1 20 Gage Galvamzed Steel 9torm ParraislFNHZ - - - a, not ttrck$to Ted Ste utric nPotecion. retained drnot 13y 1radcs toprovidehurrican9': protection. Pf P 12f31F2022 Yes Yes Yas N!A Wchaniti Attached to PlVVpod YOeek,: 10= Saxony 800 Slate, 6nake tamp; Split Flat Profile-Rjare, CA i213172020 No Yes WA. NIA A Gage Galvanized blest PariatslNHVHZ 2 2 g z corrugated Galvanic Steel S ra:Panels retained g Galvanized kor 12l3112 22 0 No Yas Yas. NIA 10 SaxonyfOD-Shaka'State Bam ,Spill sheka p Flat RroRla-Stapklon,.CA 121312020 N. Yes N1k: :NlA or not ay trades to provide hurricane protection. 20 27- Toi2sp0-See roahn [e 8amp-SpIR: Shake. T.jps Fspana 7Earcalra Flat Ple"I"-Rlaaa, CA FAgh 1.to-Kaly,TX 12i372020 IM12020 No No Yee Yes NIA NfA Nlil NIA 20 1A14 Low Prom -Katy, TX 12/3t2020 No Yes; MIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail real oft Ili Mtge Version Ma linoctdrer 'Canfad Snetnaer&Urania VilIldatad: By Validated sunmithed FBC Atonal Approved III . Rai N Rn .sip rid 2020 Alone, Stuart'ms: LB ICC Ea oetl service. LLC Wifam M. Ranierl. PE - 41 on SeM 1013T202D 1D222020 '11103+21120 1'trlf 2cl A(70. roved Approved Caegory. structural Components (921)71D77 r4Q )a8/19T Subcategay: Truss Plates sts"I.Q.1 aheit .com Compliance Method: Evaluation Report it= a. Product Evaluation En - E tki8§9'gti3+ioti'urYs.' - - 41i Assurance Aconnied for use Amrpyetl for Usa_ Mimi 8f.. E489D :sea # Product Moi Number or Name ProducttDoscrindon covered Eznleateribi inMvh -Outside Hv Kissislant Pressure,, 1 I BCGI I lne Kohl Stoical th &am i,S TdJ A fen iH. ) P 9 9 P le Core for Plate Me o 1 V311202" 4 Yes Yes N A 1 NIA 2 I ' BCG/AI Ina Hin Plate - TUJ R ga �o connector late Now CoM P I V 1862 ' 3 0 4 1$ Y s Yell Y WA NIA A 3 ITWt9CGWpine Two. Metal Corral Plate IM1Y20224 Y04 Yes' NfA NIA 4 ITW BCG/Alline Wal Metal Carector Fish, 12/3112024 Yes Yes NIA NIA Florida Department of'Business & Professional Regulation Pege I oil Florida Department of Business & ProfessionaMegu_ laiion Pag, i of2 Building Codes and Standards iii Building Codes and Standards A.-P Product Approval Application Detail Product Approval Application Detail: de. i&9-- ,: - !:�' 4L Eft! Fit! Date Pendino- -�6t lomm - lode. 1; tigt4 � Data Pendhia 1]>�f '. gyp@ Verston Manufacturer contact Engineer &License Validated Validated 9uondtted PSCADbraval Approved Status Inim" Version &Lail&echl 9r Graded Endnser&License ValidatedW Validated 001IIIAlifted fil Approval ApiYad m Revision W29 CASTOR ETE USA;. LLC Craig PgPfnq Mierrtnade BCCO -CER Miand-DedsSi-VAL IM0/2029 1027iii 112772020 APPr4VSC Affirmation 2020 Apne.Aluminum• Inc. Jose St. Luis R. LocD seven M, lurks" Pr 11/18i2o20. TIAW1202a iT2arzoi Approved - Calegpry: smcteral Component. (813)621-4841 - (7B6):315-2590 category: Panel Wells .I40715092070 OE 62514: (117) 317$454 eubCategorai products Introduced as. Result or cparrinewitacrele.aan. SphCata - alhaelunrinuminc�yeho. NewTechndagy Method: (license Irma a.mm compiler" Method: certification Mark or Listing Architect Fiarlde Registered ArrBed:ma licensed Florida Ill ;frGYf,f3l'+rai![i6te :, .;.."'. . ;5 ,., ", I,, ::. ,t, �. .; a .Engine Profed loner er Q(Mllty pssurim Aoprpved fior Us. Aakmvedfor We bragot; Rilill sr ,, i, '1 j ,.e „ tr:, : ;,ns 2 " k. S{ 7i. k e r' :. `-Y } F ..:, X F -;. : r ..; ¥ 'W.. _- t , r1 f f & ., y%, �, , 60 Product Model, NumberoY Name Product Description contract eimlmllon Data i I HW DLtslde HVHZ' ReslsYwrt re .3 ,. '. `�°' '�'' .. "," " -..,' ''". � _". ` . ". " ' 1 Hgh Strength Concrotal-lntcts 4.6,8 and:12 Inch wide:Agidis 05,2112022 Yes Yes WA NIA 80o9 Product Nod,L Number,Name- OuaIIfY Assuranoe ADDroyedfor USe Approved for Use. Product dasvtatton I Camract Exdiratton Date In irl dulsids HVHa Impact- Design Resistant Pressure. 1 All Aluminum Slid;&amp:VeaedAlumindm BoMV CMU lianrl,Wopd: Aiphs Mtolnuln:sidkl,ktunp, Voated Aluminum 07130=3 No -Yas Soil CMu&amp Wood No NIA Florida Department of Business & Professional Regulation Fell I oft Building Codes and Standards lDr12021 Product Approval Application Detail 2121h III nr; 291 111112 Data Rendirm Date e IiR@ Y r§SsD Manufacturer. near&Ltoeiisa: 2_DtdgL: Eta Itdat d BV Y5 a V -T Brad .�JaaiO>4 � SC'A'p F ttravat BePi.4.tigE Statu,... Revision 2020 MiTek Inc.ma Erm Wad" ICC EValuatlo0 SarvWe; LLC ICC Evaluation servke:. 12021 BII M 021 8J1 Q 02 UBM212D 1 2 ape fared Cakcgory: Strutter.) Components (952)85R-88M LLC subCatagd ii Truks Flats. eebldemOml:aoin (296) 599.9300. Compliancelkethm: Eiduatirn Reportfroma Fred.& 1291us11on En art P!ffi..n 'CbtalgyAsaurmw# .Approved for Usa- A)P[*Wd for Use h-: pnmot- Deslan $ea# Product Mode. Number or Name: Product orlotlon RP3 control Expiration Dan 1n VHi. N - outsl ffyHZ Resistant Pressure' 1 SA M1 HS 7 a. i hstrength us co or le . 6 h Irma Had 1 9 9n R_ 8 121 7202 2 Y es Ye R N 7h N !A 2 fps M HS 6 super a trussc neski late Y s p high st Oglh ar ga P 1213' 02 12 2 Yes Y es M N+ N 1 A 3- Mil 16 i6'ga Less cennedorylate 12/312022 Yes Yes NIA N/A 4 MTI8HS: 18 gaL high strength truss connector plate:' d 2J312d22. Yes Yes Nil . NJA 5 MT20RS. M ga high strength truss oonneda plate: IZP31T2022: Yes Yes MIA NIA 6 TLia. Al I ga. tress comedar net. 123i=22 Yes Yes NIA Ni . TL20. MT20 20 ga. truss mnego plate. 121$1=2. Yes Yes. NIA NJA Floncle Department of Business & Professional Regulation Building Codes :and Standards Product Approval Application Detail Page 1 of 2 f' S12ai LOS Emlro or pg(g Date. pate Worm�. TiYcrsl'o Manrr)ach er .gimpy£ Engineer& Laornsa Validated av Submitted Fsc Awmyal AnomVed a Remmen 2020 MI Wind -end. Doors Brem stager .American Afchftedural Steven M. L41ch, PE 11f2272020 11/2217020 1128r2020 ,approved Celegorl:Windows (717) Sa5r33g0'. Manufacturers Alssaciation ',(717)317-8454 SUbGatag9ryi: Flied bsMingar�,mWld.aam .. Camel ante Method. Corljfc.rron Mad, orLisrg R1' ` Eli 'E13tl 'sdk 4'}}tdn ii ea n, Quality Assurance - are for Usa- oarevadfar Use An 19tf1 A 11BGHei p481g11.. , WA Product Model, Number or Name' Product.Dsssrlift Contract IDID111110 Date' In Hl - 'Outside HVHZ' Relsil M Pressure i 185 PVd 73 02 hed.ted.Olnes 04/032023 No Yes No +80/40. Florida Do nmont n of Business & Professional Re ulatio Pa Regulation _ Bui IdI ng Codes and Standards Product Approval Application Detail Page i crl 1WDZI 921111 :Entity or: 2" Ewe Date Fermi gjg Tape. Version _ :.. Manuraeturer contact Engineer&License Validated ev validated Submitted FBE'Amraval Approved Status Aflonnatlon 2020 PGTlnduslnes.. Jens Rososskl wririif-Dole SCCo-.CER ktml-Oade'EV,_ 1IM12D20 111352020. 1111112Q20 Approved Catggary. Wndotvs, (947)486-Qi00: (7B6}375-25g0: suhCatetill Mullions. )resonsklOpgondua iiii Compliance MaNtrl CBrilflCg4on Mark a Listlng Um' - Pt.Ai&14113'PtritWeFs -. ' Quality .Assurance : Amrwed for Use Amrovedfor Usa Im o.at Dialcio $a" Product Modal Number or Name Product Description coned Exdrsill-Dee In HVHZ outside HVHZ Res sent Pressure 1 WIllonsta-All Doomand Window Aluminum Mullons 05I261Z02G Yes Yes Ycs NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pill 102021 Gft Emily ar ,fig 29A Data f+miina nate IV" Version Manufacturer :Contact thldneer&Liee. Validated BV Validated Suberitted P@CAdomval Approved Status ReNsiorr 2020 GAF Micheal Stlek Robertl6eminen' Jahn W. Knezev)ch, PE 0026120PL OBIE 2020 19102J2020 12M,51202D Approl category; Roofing: (800)7663411 PES8166 (054)772-0224 - sudCategory::Aspheesningtes:. mNleh&acreorn Gampllanoe Method: EVeluah tt Report frame Florida Regh4atilecAr.hitel or. Licensed Florida Professional Engineer ., P1'� _ *-re . ..... :. , . 4 .., ,- - . .., ._ :. . . QualliyAssetraio. Am oyM', t Tdrllsa . AporaV�edfor Use: m6act Stealer( Soo # ProrkrcE ARDda6 Nuniz rw Name Product Descried- contract EwiirArwrDad. in HVH2 outside fiVllZ Ras'istarit lints ra 1-GAFAspholt Rod Shingles Froargh-calefcfced 34.1c. laminated. 5-tili 1zRar2022 w Yes MIA NJA hlpi:asphl smngles - Florida Department of Business & Professional Regulation Pi Oft BuIlding Codes: and Standards tis(2aa? Product Approval Application Do" It 22f la ly or R81 -te Date Pendne Date -Ifiralk Vorsfon'. :Manufacturer Corned Errd - now&Udari¢a Validated aV Validated Submitted PRC:Approvat r proved abatuc. Rewsimn 2020 Florida Metal' products Inc. Clerk Jonas James L Bucker: RE a Steven M. Urlrh. PE DR2.12o20 0925d2j12o 10,04r2D20 12J1fi12o20 Approved Category: Roofing (904)783-6490: CBUCK Engneerieg (717)31v-845f - SubCategi Roofing Accessorie. thata an 'cla-Millerrdo.com PE-31242 Integral Pertains Roottngar.cem Coaailisoc.MetbW; NalJo ich ReRodfrome Florida Registered Architect pia Uoensed Florida Prolesslonal Enginaa P.,, .. 6# 2Rotlluts'- ....... .. _, . ,.. - .. . -,. ,.,, ., - - _ - -: .,.... : . " _. Qriaga Aksu7aN:e Approved for Usa Approved fd Use imp' P.agklll .. Seep RDautl MadN. Number Name Product DasdYlutiat Cdrdraat Exapetion[Yat. In HVH Outside HVHL Raal5talH Pessun,. 3 3-FLAMCO Bquol:RV 14 Ridgel/em&quot:: Aluminum Ridge Vents for pitched roofs Wooled 1213112024 No Yes No. N/A - from 0025'.:Alumnum Florida, Department of Business & Professional Regulation Pagel dui Building Codes and Standards' 11Z5M212 Product Approval Application Detail 2 og�. _ Eni or. Del Date ....Date Pendino Data 'jgg Version Manufacturer Comtaic Enaineer&:LicnseValidatedValidated 3uhm ttta f8CA onroyal Approrved stalgg Rwwon 2020 All Amen Shutters and Glass i can MI eBarbreri Frar Bernardi PE Troy Bishop. RE. k Ban a. his 1012812020 1.0/`il 2Q 101 11 5 2029 12115 0 l202 s A .rot d Cate1. g4tV: Shutters - SubOafegoli Storm Panels: {561 } 712 9882: pE-0046549 ' -` (B54) 9d7-0880 mikebQlallamericanahune compliance Method! Evaiunrl Rae,tfroma- racom Florida Registered Architect ora Licensed Florida Professional Engineer F-"" 88iFt5tlU2-ta'=" .. ._... -. - - ... _. -. Quality Assuran a .S. ,.:, roved far use ourpved �8 ADesign for Usa .I tua� Se # Product Model: Number or Name Prod cY DescriptionCExpiration` u Contract Date In HVHZ OutsWa HVH2 Resrstartt. PrP-sour® pressure I. 24ga.Galvanized SteelStorm Panels 24ga Galvanized Steel Storm Panels 12r31J2022 Yes- yes Yas NIA' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oil 6/14rm21 ,Dodo. ...... l'iaUN or _ fig.... of condfno gate is Naa Verslien Manufacturer cooled Enelnear & ljoismast Validated Sir VOIc atad. Submitted pBC Amraval An erbVetl litatyg, Revision 204 Waortrol of Y 'Rob Bild"n 100 Evaluation Service LLG ., Ian Lehr RE 1071D22021 IDAIJ2020 02103r2021 pp,oved App - Ca[ o :� e.[ eg ry SiruptllwalCompm..ns 253 924.8476 - r ) 8 839-32se r6a) _ subCategoip::Engineered Lumber Robert secivuin(irw rhs Conpllalce Method: Evaluation Rai from e. auser.com Product Evarustion Eno tY Pt693 Prcdriet lf,-._ _ _ - - oualityAss- Appallf .Use. Approved for use mead.. ggjjgd Sou# ,Product ModeL Ntmberor Name Product Descilmorl G wttractEyplratlon Dale - .. Z In HVH :Outside HIGH Z resistant pressure 1 Mcirallam LVL Laminated V.n Lumber 03/312023. No:. Yad N7 A N/A '2 F ell. pi psi m sllel d Lumber Per Strap um er 031B1@023 No Y es NJA' f MIA 3 Timbei'Btr.nd LSL ,eimnsted Buand Lumber Q3131023' No Yea 4rA Ni 4 TJ Film sell 6tructurai Composlte Lumberer OrlentedSijaitd mir7 23: ,No Yes NIA -NIA board lem Board - 5 Weyerhaeuser Rkn Board Oriented Strand Board Rkn Board D3i3I=3 No Yas NIA WA .}..-A a) N = U) _ (6 > a)U Q O 0 C •� C5 �a U -0 a--P 0- cn 135 -i--� N -v U .= VJ O L W C" U C6 U > . y,/ W Cn LL O ^, aaI.�-�r L_ ^D L U c all E Z Z w J " .. " 1 > 0 .4- t- r t_) ' n I- III CV I i, . ria X U3 (; LL ry Q L, .D L" ( : tZ) CZ v .. R 5 :r' h W -4- (I a :d- .- lv V _SD y 1 � 'i Ct) a � I- C. (10 3 `,, .,_ (O C --0 y rt PL'LL� (n a 0 Q Crs�: 0 �_- . M L >. i5_ nI' cn (D E_11--iiiii, N Z C_ M _w I > 0 > L 0- CDL L. e-i'-teea U =3 "i <t L n n' W U icu m =:3 Q -0� O LCU IJ C Q W V/ z J Z Q J Ill SHEET NO. PA 1.1 O U N C) L 2 • Simpson Strong -Tie �02i1 FBC Approved Products ® P 9 PP �P«�ed 11?42n • -. Simpson Strong -Tie 202U FBC Approved Products P g PP �P�f�d 1����n +.Strong � ..Updated Simpson 20�4 FBG A roved Products -Tie• PPP P - 2T30t2 2 C Simpson Strong -Tie 202Q FBG Approved Products Updated 1zf30n02o . Q O • , For direct links to all SST approvals listed below, CLICK HERE -Fa direct links to all SST approvals listed below, CLICK. HERE „ -Fa direct linxs to all SST zpprWals listed pelove: CLICKHER , ,. > For direct links to a11557 approvals Istetl below: LUCK HERE. ♦V ca Faadd 91 Information regarding Ip7 Statewide f)dri lion eg . mg F de s Sta e. . Pr et Approval an Mann=DadeCouniy Acceptance Notice of Accepta.. ce (NOA). CLICK HERE .. dt regarding Florida'sStatewide Product r teman Marro=Dad Cant For sd lonel Information rag tling F onde s St e . Prcrdu Approval sus tl e Y N of Acca tanca MO LICK HERE. ar!oe P. ( N. P a For additional Imama4wl regarding Fltlrldas Statewide Product: rewfll System entl Mom -Dade Count .a9 .....9 Approval YS Y Notke otAoceptance {NOA). CLICK HERE. +� For additional Information regarding Fladdas Statewide Product Approval System Mann Dade Can ry1 9. 9 .PP �.. County Natipeof Acee ranee NO .CUCK HERE. P (. A) _ _ , FLff•2355-R7 FL#10446-R6 FILM 0456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- � � Co cu U) 9116" and heights ranging from 4-5116" to 11" Concealed flange .� V sae # Product Model. Number r Name Product Description Sea # Product Model. Number Name Product Description 3�#, Product Model. Numberor Name Product Description version (HUSC) available for models having width equalt�o or O O 1 TII,en Stainless Steel Concrete 8 Masonry Screw (iTN-SS) 114diameter Titan stainless steel masonry scram! 1 A21, A23, A3$, A34 A35, A44 Angles 1 ET, BTB BTH Brick Ties greater than 3-9116'. L O L 0 2 APA21, APA4, APA6, APVA21 APVA4 APVAS Outdoor Accents Angles 2 CMST12 CMFSTIA CMSTC 8 Coiled Straps 12 IUSseries hangers Face -mount hangers available in widths ranging from 1-718" to 3= Q 3 APB44; APB44R APVB66; APBSOR, APB88, APB88R, APB1010, APBI01OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16. CS18, C620, CS22 Coiled Straps 513" and heights ranging from 9.114' to 16'. O LL _ FLil9589-R6 APVB44R, APVBW, APVB86R, APVB88, APV888R, APVB1010, APVB101DR 4 CSHP18, CSHP20 Coiled Straps 13 LGUS.25-8DS, LGU3 63•SDS; LGU5.25-SDS Face -mount hangers (� O y- (o 4 APDJT2-4, APDJT2R-4; APDIT23, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVOJT2-6, Outdoor Accents Dock Joist Ties 5 CTS218 Compression£fension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O §_WA Product Model, Number or Name Product Description APVOJT2R-8 6 DSP,:SSP, TSP Stud to Plate tie 15- 11LUC21 OZ Face -mount hangers. . � E 0 1 SD10112OBB Outdoor Accents Connector5orew 5 APHH46, APHH46R, APHH610, APHH61OR outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, 1-13, H6 H7Z, HIS, H165, Hi6-2, H16-2S HurricaneTies 16 LUS series hangers Face -mount hangers available in widths ranging'from 1-9116"to 4- C/) L },CL 2 SD9112 SD9212, SO1011Z SDI O212 Strong -Drive SD Connector Screw 6 APL4 APLS, APT4 APTS, 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 from 3" to 10-15116": (n O C C Q 3 50911253 SD9212SS Strang -Drive SD Connector SS Screw 7 APLH24; APLH24R, APLH26, ApLH26R, APLH2'10: APLH210R Outdoor,Accents Light Hangers 9 H524 rric ns i Hu oa T e 17 MGU3,63-SDS MGU5.25-SDS MGU5.50-SIDS, MGU5.62-SIDS, MGU7.00-SDS Face -mount hangers 9 (U -4--0 4 F2 434 SDC 2 a1 S F CF SDC 2 F 2 2, DC 22614, 5D 22700, SDCF22858, SDCF2210i4; ` - - Strong Drive SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledge Connector B ck n g 10 HS52•SDS1:5 HSSZ-2-SQ53 HSS2.3-SDS3; HSS4•SQ53 Heav Stud Shoe. Y 18 MIU series hangers h n from 1. 116 to �- Face -mount hangers available m widths ranging f 9 SDCF221134, SDCF221334, SOCF271958 SDCF272358 9 CBT2Z; CBT4Z Concealed Beam Ties /1 HST2_ ]i HST5, HST6 Straight Straps 1/8" and heights ranging from 6-1511V'to 18-112 . 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858,, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24i HTS28,; HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series Skewed face -mount hangers; available in widthsranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9/16" and heights ranging from 3-1 H 6" to 13-3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SOS25300, SDS25312 SOS25412.. Stron - Drive SDS. Heav Dut Connector Screw 9 Y 13 FC4, FC6 Framing clips 15 LSTA9, LSTA12 LSTA15, LSTA18, LSTA21, LSTA24,. LSTA30, LSTA36 Straight Straps Concealed flange. version (SURC, SULC) available for all double 5D525500; SDS25600, SD525800 14 FWANZ Foundation Wall Angles 16 1LST173 Straight Slaps 2X and 4X models; on ly acute flange is concealed. le, 8 SDS25112SS, SOS252ODSS, SOS25212SS, SDS25300SS: SDS25312SS Strong -Drive SDS HeavY -DutyConnector SS Screw 15 GA9 GA2 Gusset Angles 17 LTB20, LTB40 BrK3ging: 21 U series hangers Face -mount hangers available in widths ranging from 7-9116" to 9 SDWF2716, SDWF2720, SDWF2724, 5DWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 HI2A, H2.ST, HS H1OA-2; HIM H14, HGA10 Hurricane Ties 18 LTS12 LTS16 LTSIB, LTS20 Light Twist Strap 6" and heights ranging from 2.5/8" to 11-IM". 17 HCJTZ Heavy Concealed JoistTie 19 MOT Medium Girder Tiedown 18 ]1 HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLXI0007-R6 19 KB5IZ Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTAi'5; MSTA18, MSTA21, MSTA24, MSTA30, MSTA36: MSTA49 Straight Straps FL#10667-R6. 20 L30, L50, L70, L90 Angles 22 MSTC28, M$TC40, MS1-052, MSTC86 MSTC76 Straight Straps Sgg Product Model. Number or Name ProductDPscrirrtton 21 LCE4 Post Cap 23 MSTC403, MSTC6683 Pre -Bent Straps Sea # Product Model. Numberor Name Product Description 1 ATR318, ATRV2, ATRS/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 1 MSTI36, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-WI to 7- 2 ATUD5, ATUD6.2, ATUD9, ATUO9.2; ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 I = Adjustable Stair Stringer Connector 25 MTS12, MTS16 MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap lff' and heights ranging from 7 118"to,39". 3 BP3-2, BPI/2, BPI/2-3, BPS/8-2, BP5183: BP314,BP314-3; BPRTUD3-4 Bearing Plates 24 LSSU26LZ; LSSJ26RZ,:LSSJ28LZ, LSSJ26RZ, LSSJ210LZ; LSSJ21'ORZ Field Adjustable:Jack Hanger 26 1012,.NCA2x12-9.2, NCA2x8-16, NCA2x7416, NCA2x1216 Brldgrng 2 DGBFseries hangers Top5flange hangers available in widths ranging from a 4 CNW318, CNW1P2, CNW518,, CNW3/4; CNWM-1J2, CNW314-518 Coupierli 25 LSSR1:81, LSSR2.1 LSSR2.37, LSSR2.56 LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewable Hanger 27 RCW812, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUDST CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.1/2'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 5f ' and heights ranging from 7-114" to 24". 6 Na, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1: SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUO5,.RTUD6, RTUD7, RTUDS Ratcheting Take -Up Device 29 MMHC Hinged: Roe Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie S/8"and heights ranging: from9-1/4" to 24". 8. TUM TUD10 Take -Up Device 30 MMLU26,MMLU26.2, MIvIi MMLU28.2, MMLU210, MMLL11211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, S82.5, SS3, SS4.5 Stud. Shoe 59 EG5,EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBG RBCP Roof Boundary Clips 33 ST9, ST12, STIR 5T22,_ST292 ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 718"-and : heights ranging from 11'to 32-V2". 10 URS3 318' Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Doom 34 T820T1327, TB3Q T636,_ TB42 TB48. TB54, TB56 T860 Tension Bridging 8` EGO series hangers t Tap flange hangara available in Wdths ranging from 3L518'tot7- 11 URS4 1/2' Uplift Rod Run Tiedown System 33 RTC22Z, RTC42 RTC2Z, RTC44 l id Tie Connectors 35 TWB10, TWSi2, TWB14 Wall Bracing 114" and heights ranging from 11.114" to 32'. 12 URSS 50' Uplift Rod RunTiedown System 34 STC,.STCT, DTC, HTC4 TrussCiips. 36. VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS.series hangers Saddle, hangers available in widths ranging from 3-114"to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6100; W6106C, WB120, WBi 26C, W6143C Wall Bracing and heights ranging from 8-1 2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from I1" to 32". FL#10441-R8 FL#10531-115 9 HS series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FLM 0447-li 112"and heights ranging from 8" to 30", sag ff Product Model, Number orNarne Product Description sea S Product Model, Number or Name Produot Describtion 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114'to 8-718" 1 DTT2 Hold-down Seq # Product Model Number or Name Product Description 1 C131-12.37x5.5, 08112.37x7.63, CBH2.374.75 Concealed hangers and heights ranging from 10-112" to 28". 2 11 HDC10122 Hold-down I AHEP Adjusto le Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3 114'to3- 3 11 HHDQ11, HHDQi4 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1,9116" to 3 9116" and heights 718" and heights ranging from 7-117^to 32". 4 HDU2, HDU4, HOU5, HDU8, FiDU11, HDU14 Hotd.-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available -in wriths ranging from 3-114''to 7- 5 11 HPA35 Strapslyle purlin anchor 4 HCPi.81, HCP2, HCP4 Hip Corner Plats 3 HGU3;63-SDS, HGW.25 SDS; HGU5,50SOS; HGU5.62-SIDS, HGU7:00-SUS, HGU7,25• Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8,LSTHD8RJ Strapstylehold-down 5 HHRC2-2,HHR042,HHRC42=2,HHRC4/1,81,HHRC44,HHRC5.25/325,HHRC537M.12, Heavy Hipto RidgeConnectors SDS,HGU9,00-SDS 13. HIT series. hangers- Topflangehangers available :inwgdthsranging from 25116"to3- 7 MASA MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8"to 7- 9118' and heights ranging from 18" to 26'. 8 MPA132, MPAI44 Strap -style purlin anchor $6 HRC1 81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" toy 12-718", 14 HUCTF series hangers Top flange joist hangers available in widths ranging from .3-1/8"to 9 PA18 PA23, PA28, PA351 PA51, PA68 Strap -style puriin anchor 7 IRU26, LRU2B, LRU210: LRU212 Rafter Hanger a HHGU5.25-SDS HHGU5t50-SDS, HHGU5.62•SDS, HHGU7 00-SDS; HHGU7`.25-SDS, Face -mount hangers 54/16' and heights ranging from 5 318" tc 10 PAI18, PA123, PAI28: PA135 Strap -style purlin anchor 8 LSU28, LSSU28: LSSU2I O Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series bangers Tap flange hangers available in widths ranging from 1.9116"to 5- 11 STHD10, STHDi ORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHU55.50110, Face -mount hangers 112" and heights ranging from 3-711.6" to 15". Concealed flange 12 STHDI4, STH0I4RJ Strap -style hold-down 10 TC24,. TC26, TC28 TrussClip HHUS7.25/10 version (HUCTF) availablefor 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 2-9116". THAC422,THA426_ THA422-2, THA426.2 118"ta51/8" and heights ranging from 4-314'to 15-314"- I6 HWP series hangers Top flange hangers available in wdths ranging from 1.-9115'to 7- �. 12 THAI1 81/22, THAl2.06122, 7HAI2. V22, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for i-Joists Concealed flange version (HSURC; HSULC) available for ail 1/8" and heights ranging from 5-318" to 281. 13 THALA22, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangars Top flange hangers available;m widths ranging from l-9/16''#0 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26i HTU28, HTU210; HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 112' and heights ranging from5.318" to 32".;C%J 15 THJM2-4SDS3, 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 13116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-718" to 19.114". Concealed flange 518" and heights ranging from9-118" to 16". ;- r 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors l to o u width models having od ll f bl il (HUC io versn ) available orameg equal 19 JB series hap gets Tap flange hangers available in width of 1-911G' and heights U N 18 VI CR Valley Truss Clip greater than 2-9/16". 9 ranging from 5-318" to 7-114", C14 f X 10 HUCQ1.81/9-SDS, HUCO1:81111-SIDS, HUCQ210.2SDS, HUCQ210.3-SDS� HUCQ3iO- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights �' a SDS,HUQQ410-SDS, HUCQ412-.SDS, HUCQS.25A3-SDS; HUQQ525/11-SDS, HUCQ610- ranging from 9-3AIT'to13-118','. ` L SIDS, HUCQel2-SDS i N ti 0 T � f,7 C�Cf G 3 y =, Q -Q E c: CP3 ® Q - • � Simpson Strong -Toe 2020 FB:G Approved Products updates fu3o12o2o • Simpson Strong -Tie 2020 FBG Approved Products updated 1zrJo/2ozo • � Strong -Tie Simpson Strong .Tie 203t) FBG Approved Products Updated 121 WD20 p - •Strong-TieU � Sampson 202iD FBC Approved Products P dated 12/30/2020 '- � .-.- L_ • - '-p ®Florida'si For direct Inks to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals Isted below, CLICK HERE Fa cAract links to e l SST approvals listed belove, CLICK HERE For dirept links to I SST approvals listed below, CLICK HERE. - > > 0 W a For additional information regarding Florida s Statewide PrpduclApproval System and Mam-0ade County Ncrtice of Acceptance(NOA}, r irir HFRF '. u « For additional information regarding Flandas Statewide Product System and Mom -Dade Canty Notice of Acceptance (NOA), c CK HERE. - -.-regarding -Statewide Product v to d - NAcceptance OA ri ir.KHEaE, For additional infamaUar FlandasSta wild. Pr. dre Approval System and Marta -Da a County ctrce-of (N ) . For Information regarding Florida'sStatewide Product rowel tam and Mani -Dade Can Notice ofAcce lance NOA CLICK HERE, e9 gflop Sys d County p ( ), 21 LB series hangers Topflange hangers available. in of 1-9116' and heights FLM1468-R5 16 S1LBV1:56, SILBVI.81, SiLSV2.06, S1LBV2 37,--AZV2.56, S/LBV2.68, S1LBV3,12, Tap Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 5-3lB" to 15-118", S1LBV3 56, S1LBV3.62. SILBV4.06, S1LSV4.12, S1LBV4.26, S1LBV4.75.;S/LBV5:50 8- Strong -Soft 2 (S782, STB2-4SS, ST82-6SS) Strong -Soft 2 Wedge Anchorfor concrete available in carbon 22 LBRZ series hangers Top flange hangers available in wigdth of 1-9/16" and heights Sea # Product Model, NuinberorName Product Description 19 81LTT20, SIDTT2Z, S/HTT14i HTT4, HTT5 Holdowvns steel and Types 304 and 316 stainless steel ranging from'g-3A S" to 13-1J8". 1 HHUS.210-3, HHUS210:4 Joist Hanger 20 S1MST60, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H THD-HMG, THD-H4SS, THD-H6SS, THD-CS THD-CSBSS) Then HD Heavy Duty Screwhnchorfor concrete and masonry 23 LEG3. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114"to 6- 2 11 HRSB,-HRS12 StrapTres 21 SP4, SP6 Stud Plate Ties avallabla with hex' head In carbon steel and Types 304 and 316 718' and heights ranging from 9" to 33-1/2". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SD8 Joist Hanger 22 SSR OSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, ME07 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3 THGBH2, THGSH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9"to 32-1/2". 5 THG02SDS3, THG43-SDS4:5, THGQH2SD"S3, THGOH"DS4.5, THGQH4SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 6 THGW33, THGW3-4, THGW4-3; THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HO Threaded Rod Hanger (f HDB25158RH, THOB37158RH, TH037212RH, Titers HD Threaded Rod Hanger for concrete 11$' and heights ranging from 9-1/4'to ?A". THD50234RH, THD10212li 26 PF; PFB, PFD8, PFDSB series hangers Top flange hangers available in width of 1-9116' and heights 10 Wedge -All (WA) Wedge, -All Anchor for masonry ranging from 3-318"to 7AM FL#11473-RS FL#43904-R5 CD 27 RR. Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9J16" to 7- Sec # Product Model, Num ber or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RS 1/8' and heights ranging 91/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SOSHDG CCQM5-50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCOM3.82-SDSG, CCCQM4.62 SDSG, Sea # Product Model, Number or Name Product Description 3 HIS, H18S, H162 H18 2S HurncaneTie CCCQMS:SOSDSG 1 AT-XP - AT-XP High -Strength Acrylic Adhesive for concrete_ or masonry' FL#10860-R5 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G•KT, ECCLQM4.62G•KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 Eli -HP ET -HP Epoxy Adhesive for masonry E 5 HETALI2 HETALIB HEfRL20 Embedded Truss Anchor ECGLLQMD462G-KT, ECCLLL)MD5.50G-KT, ECCLRQMD3.62G-KY, ECCLRQMD4:62G- 3 SET-XP SET-XPHlgh-Strength Epoxy Adhesive for masonry- Sea # Product Model. NumberorName Product Description 6 HGAMI0,HM9 Masonry' retrofit connectors KT,ECCLRQMD55OG-KT 4 Strong -Bolt 2(STB2) Strong-Boft2 Wedge Anchorformasonry �e (D 1 ABA44 ABA44R, ABA48, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5 50, HGUM7.00, HGUM7 25,HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (77N2) Titen'2 Screw Anchor for Concrete 2 ABU44; ABU44R, ABU46: ABU48R, ABUS o, ABU5.6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3 SDS2:5, LGT4SDS3 Girder Tiedowm 4 LGUM26.2 LGUM26-3_LGUM26-4 LGUM28-2. LGUM28-3 LGUM28-4 LGUM210-2 Masons Beam Hangers Y g 5 TitenHD HD•H4SS THD-HOSS THD-CSOS (T SJ Titan HD Heavy -Duty Screw Anchor forconcrete available in 304 Y tY ty ASU88R, ASU1010: ABU10IOR; ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46; LGUM48 LGLJM410 br 318 stainless steelwth hex head,, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16 MEfA18, META20; META24, ME-FA40 Embedded Truss Anchor 5 MSHA3.1219.25, MBHA312111.25, MBHA3 5617.25 MBHA3.56Y9:25, MBHA3.5611125, M13HA3-56111.88, MBHA3.56114, MBHA3.56/16, MBHA3.56118, MSHA5 5017.25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. Then Turbo Screw Anchor for z U) 4 5 A04, AC4R, ACE4, ACB, A"R, ACES BC4, BC46, BC4R, SC6, BC6R, BC8, BCS2-2/4, BCS23/6 Post Cap Post Cap 11 12 MSTAM24, MSTAM38, MSTCM40, MSTCM60 MTSM16, MTSM20, HTSM16, HTSM20 Strap Tie for Masonry Twist Strap for Masonry MBHA5,50/9.25, MBHA5 50111.25, MBHA5-50111 88, MBHA5,50114, MBHAS 50118, (TNT) concrete or masonry 6 C844, CB46 C848, C886, CB68 Embedded Column Base MBHA5.50/18 7 CBSQ44-SDS2:'CBSQ46-SDS2 CBSQ66-SDSZ CBS088-SD52, CBS088-SDS2 Embedded Column Base 6 MBHU3,56/9:25, MBHU3;66111 25 MBHU3 56111.88, MBHU3.5$114, M13HU356/19 MBHU5.5011125, MBHU5.50/11-88; MSHU5.50114, Masonry Beam Hangers FL#16937 `v 8 CC, ECC, ECCU Series Bolted column caps wvith W1 ranging from 3.114" to 9.112" and. FL#11496-R$ MBHU3.56118, MSHU5.5019,25, W2 ranging from 3.518' to 7-112" 1 MSHU5,50116, MBHU5.50118 Sag # Product Model, Number or Name Product Description O 9 CCQSDS2.5,ECCQSDS2;5Series Screwed column caps, with Wlranging from 3.1/4''to9-112''and Sea III Product Model. Number or' Name Product Description 1 X30101MK,X1S1016,X191018.4KXQiS1016,XQI81016-4K 410.16Strong•DriveX" Metal Self•Drilling,Tapping Screws with #3 L W2 ranging from 3-5/8" to 7.1J2" 1 DTT1 Z Deck Tension Tie DdI Point CL 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 11 HD19 Bolted Hoklowns FL#13975-Rti 2 XLQ114T1224, XL0114B1224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^ 11 12 ]1 EPB44, EP846, Eli EPS4Z Embedded Post Base Embedded Past Base 3 4 1-10313. HD58, HD7B HD9B HTT4 HTTS, HTT53/A Boiled Holdowns Tension Ties e 8 # Product Model, Number Name Product Description 3 XMQ114S1224, XMQI I9BY224.2K Screws with #5 Drill Point and Large Diameter Hex Masher Head #12 24 Strong -Drive Medium -Head Metal Self-Drilling, 9 -Drilling, O LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Tres I SDW22300, SQW22338, SOW22438, SDW22458, SDW22500, SQW22600, SQW22638, Strong -Drive SOW EWP-PLY'and TRUSS -PLY Screws- Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap, 8DW22634 Screw 4 XQ114SI224, X011481224.2;5K, X114S7224; XOII2S1224 XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point U 15 MPB44Z, MPB86Z, MPB887 Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SOWC TRUSS 16 Pi344, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DR SOWHi94OODS. SDWH1960ODB, SDWH19800DB, SDWH191 000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, X1.13481016-51K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS"A, PBS46, P13SOB Embedded Post Base 4 SDWH274OOG, SDWH27600G, SDWH278ODG, SDW14271000G, SDWH2712DDG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base sea# Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SOWS16312, SDWS164W SDWS19600,.SDWS1971Z SDWS224C)O,SDWS225OO SDWS22512;'SDWS22600; Strong -Drive SOWS FRAMING Screw Strong SOWS TIMBER Screw(Interior Grade). O ` 19 PC44-16, PC46-18, PC48-16; PC64-16, PC66­16, EPC44-16, EPC46-15, EPC48-15,: Post Cap 1 SB5/8x24, SB718x24, SB1x30 SB.Anchor Bolts 6 -Dr" EPC64-16, EPC66-18 2 SST816, SST620, S5TB24 SSTB28, SSTB34, SSTS36; SSTB16L, SSTB2OL, 8ST824L, SSTB Anchor Bolts SDWS22800, SDW$22900, SDWS221000,8DWS221100, SOWS221200, SDVVS221500 FL#35320-RO L 20 PC4Z PC4RZ,PCSZ,PCSRZ,PC8Z,,PC8RZ EPC4Z EPC4RZ,EPC5Z,EPC59Z,EPCSZ, Post Cap. SSTB28$L - 7 SDWS22300OB,SOWS224OODB,SOWS2250008.SDWS226000B SDWS2280ODB, Strong -Drive SOWS TIMBER Screw .(Exterior Grade) EPGSRZ SDWS2210000B Sec # Product Modal Number or Name Product Description 21 PPB44-4Z, PPB446Z Post Base 8 SOWS22312OBB, SOWS225120138 Outdoor Accents Structural Wood Screw 1 DSSCB43:.5; DSSC846, DSSC846, DSHS Bypass Framing Drift Strut Connector r11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS, SDWS27500SS, SDW527800SS, SDWS2780DSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43 5; FCB45 5, FC:B47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector V'^/ SDWS2710ODSS, SDWS2712MSS 3 FPHSD34S1016, FPHSO34B1016, FPHSD3481015-5K, FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS.Seff- � v! FL#1 W66-R5 Sag# I Product Model, Numbar orName CMST12, CMST14, CMSTCI6, C514, CS16, CS-18, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWVSOLETO-RIM Screw Outdoor Accents Hex -Head Washer 4 FPHSD34B1214,F1PHSD34B1214-5K LSFC2.25, LSPC425; LSFC6.25, SFC2.25 SFC4.25, SFC6.25 Drilling, Tapping Screws Steel Framing Connector U ICU 2 HRS6, HRS8,.HRS12, FHA6, FHA9, FHAl2, FHAIB, FHA24,FHA30, MST128, MST138, Straps 27 roil (12:ga) 5;- LSSC4.25, LSSC6.25 S$C2.25, SSC4.25 SSC625-MSSC2,25,MSS174.25, MSSC6.25, Steel: Stud. Connectors 9ed # Product Model. Number or Name Prod got Descriotion M8T148, MST160 MSTl72( SNST27, S1MST37 VMST46 MSSC4.25KW MSSC6.25KW I FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy -Twist Straps FL#15363-R3 6 RCKW3, RCKWS L5, RCKWT5,. RCKW3S, RCKWS 55 Rigid: Knee Well Connector. 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTl73, MSTA9, MSTA12, MISTAIS, MSTA18, MSTA21, MSTA24 Straps43 mil (18 ga) 7 S0843.5, SCB45.5, 30847.5, SCS49 5, SCB41'1,5 MSC945.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, 01-1410-6, GH410-8, GH66-6, GH66-8, GH66-6, G1-168- Girder Hanger 5 LSTA9, LSTA12, LSTAIS; LSTA1&, LSTA21, LSTA24, $T292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) sea # Product Model. Numberor Name Product Description 8 SCS32-5197, SCS62.5 97, SCS62-51118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH61" 6 LSUBH3.25, SUBH3 25, MSUSH3,25 Bridging Connector 1 AS 18, AS 1885, AS 18S8 16 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Side -Clip Connector 4 GL85A, 01-855, GLB5C, GLBSD, GL67A, GLB7B, GLBTC, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8,25, SJC10.25, MSJC8:25, MSJC10.25 Steel Joist Connectors L� 5 GLST512, GBLT612, GLBT516 GBLT616, GLBT520 GBLT620 Glulam Bearing Plate 8 LTS12 LTS16, LTS1$ LTS20 Light Twist 3- AS-20 20 ga. Truss Plate 11 SS83.51a Bypass Framing Slide -Clip Strut Connector O 6 HGLBA HGLBB; HGLBC; HGLBD HeavyGluiam Bearing Plate 9 MSTA30 M$TA38, ST6215„ ST6224, $T9, ST12, ST18, ST22, MSTC26; MSTC40, MSTC52 Z Straps 54 mil (16 ga) 4 ASHF Hine Plate Connector g 12 XL$H34B1414 XLSH7881414 #14-14 Strop .Drive XLSH Shouldered Self -Drilling, Tapping g 9, Pp 9 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MS'TC66, MSTC78, ST6236 Straps 68 mil (14 go) Screws W 8 UFF10-SDS3 Universal roundation Plate 11 MTS12, MTS16 MTS18. Milli MTS30, MTS24C, UTS30C Medium TwistStraps 13 X0181016, X01 B1016-4K, XQ1S1214 XQ`IW214-3.51<, XQ7881224,'XQ7861224-3K, #10-16, #12-14, and *12-24 5tirong-Drive X Metal Self -Drilling, 9L URFP Universal Retrofit Foundation Plate 12 S/81 56, S/BI.81, S1B2.06,:S/B2.37. S1B2 56,.S'B268, SIB3.12, SJ133:56, 5183 62; S184.06; Top Flange.Joist Hangers FL#15730-R4 XQ114SI224, XQ114aI224-2.5K. XQ112S1224,XQ112B1224-211 X34S1016-5K; X1SiDi6XISIO16.4K,X1S1214,XlB1214-3.5K Tapping Screws ¢ 13 SI84.12,WB4:28,S/B4.75,SB5.50 SGA2.12M,S1BA2,1200;SMA2.12112;S/BA2.12114,SJBA4.18/8,SMA4.18/10, Top flange Joist Hangers SSim# Product Model. Number or Name ProductDewd2ign W Z J 5IBA4.18/12,SEIA418/14 1 Eli Adhesive Anchorfor concrete Z 14 SM1A Hurricane Tie 2 GAG, GRP, GDPM 50, GDPM-75, GDPM-100, GiOPS, GW-50 GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/Ii SIHO88, S1HO10S, SiHD106, S/HD15S; S1HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, Sil i3 SIHOU9, S1HDU11 HOldottins PDPAWL-MG, PSVL3, PSVL3 K, PCLOPA, PECLDPA, PTRHA3, PTRHA4 J 17 SNCT,SIHJCT Joist. Hangers 4 SET-3G Adhesive Anchor for concrete Q- SHEET NO. PA 1.2 ein �nin■rnllii�n■t m 19 "-7 f w Z 4-10-1. cn _0 0 Olt ja • A 1 +11 0 = o -0 2 .......... rM cn•CU• C— M 07i AN&= X Oil ;.Olt MEN F- -,21: dV C=)C%j CIQ C) C"i Cq Ur) x N -C C) > 'I) ca > CTS Y E fn 0 0 :3 C: C.) w cn E cn Co > 10- 0— o 0— < 0 U) rn =3 < -0 F- 0 LCU W < a) Z eeeeJ SHEET NO. PA 113 Lik m ®I 411Mtl1i41 site fy� J40 1 L ECC� INC» TILLIT TESTING & ENGINEERING COMPANY WATTRRA. T( L,tT TI(. P.E. 111i"CO CC L I'LZI3.t.IarMe\A N41A: PL C.,ti Iiuetm� Na. DODy,^IY PRODUCT EVALUATION REPORT REPORT NO;: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC 4800 $X.51 Street Davie Fohda33314 1 PURPOSE OF EVALUATIC?N_; This is a Product Evaluation Report issued by Walter A. Tilllt, Jr., P.E. (System iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20.3, Method 10 of the Florida Department of Business -and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Pr oduct Evaluation Re port shalt be subject to rev ew D and revision i eP s n n case of I a Builds change Building Code ch rig at may affect its limitations and conditions. (VIDESUBMITTED. 2 NCE • 2.1. PRODUCT EVALUATION pOCUMENT (P E D t. Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and seated by Waiter A. Tlllit, Jr., RE.; dated 0712812020. This drawing is an integral part RA -INS Evaluation Report, ;1m +Rr71�I '�ut A ..... - No. 44167 ���/�zefr•�- � • .71r. 6355 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - PBa,4811NFt PROW -,T EYAL UATEONREPQXXSD 2D-(i'12R:0f: 2 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were perform d uridar Pr ocols TAS 201 2 03 as per section 1626 of the Florida Building Ca( p e or B Id n9 UhlfornT atic loads as per TA ' S 202 Protocol. lest reports r I prepared ti H tisane Ineerin p p p p d y En g& Testing, Inc., Reports # 96-569 dated 08/0911996, #96 It dated 11811996, #96-T30 dated 09120/1996, all three signed and sealer by Hector . Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 203 datecl 0411 11998 and #2126 dated 1010511998witnessed by Gilbert Diamon p�P.E and aport No. 0219,01-09, dated March 4, 2009, signed and sealed I) ylmndo L ass ada 9 Y �$ p P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc. 9a(ed M.4 13, 2009, signed and sealed by Frank k Grate, P.E. 2A. STRUCTURAL ENGINEERING CALCULATIONS On 20 Gage:Gatvanized Steel Storm Panel for maximum inel angtlj Vs. design wind load, as well as maximum anchor spacing vs. deli h v hid loadand panel length based on rational and comparative analysis, a d iin sccor once with section 1616 of the Florida Building Code. Calculations r 'tpared by Tilteco, Inc_, dated 11i'03toe and 03112JI5, signed and sealed by Walu A. Tilsit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida 3uilding Code, as per TAS201 Protocol. 4. WI ND LOAD__ R IS E: S S TANC S 20 GageGalvanized Steel ni Storm Panel has been vt Iflad a e n led to sustain wind rid pressures. Maximum panel length shall be as indicated ti shoats 8, 10, 14, 15, 16, 19, 25 and 26 of 28 of Product Evaluation Documeni P.E.D.), d4wing No. 20-176. Maximum Anchor Spacing shall be s Indic e 4 hoot 9 a ai c nS s8 p 9 t3 19 20 25 and 26 of 2 1 bo ,1 6, of Product Evalua n �umeP.E,D. 11 �10 , 14 15 17 drawing No. 20.176, S. INSTALLATION: Installation shall be performed strictly in accordance w 't details i4ieated on sheets 3 thru 7 10 thr 2 u 0, 23, 24 and 26 of 26, of Prods EvalL)atian document (P.E.D.), drawing No. 20.176, Minimum separatio ,to ` lass still be as indicated on sheets 8, 14, 16, 26 and 26 of 26, of Produ( tVal tlation Locument (P.E.D.), drawing No. 20-176. GTNERAL' 8.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND 0 SHE �n TOR 9a DAL= !!tm 81OLW PAHAeM D90NO WALL, ABHORS SHAD. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANEL` 1. 5T0lcYH PANEL SMOYM OIN 7HtS PRODUCT EVAL DODOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). ACCORDANCE WRN THE 2620 (7tl, E1XfgH) or THE FLORA RUILOM CODE (C) TO ExisTIM mmS LION SPEWC 2 A+m G D 55 MN •• DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENIDfRD CODE. FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND - 1/4•0 TAPCON ANCHORS. AS MANUFACTURED BY I.TW. SUID", INC. - 014-10 PANELMATE FRAME 10 AM PANELMATE PLUS :ANCHORS. AS MANUFACTURED BY ELCO CONSTRLC N PROE .11�15, FOR A ONECTIONAJTY FACTOR Kd-085. USING ASSCE 7-16 AND SMALL NOT EXCEED. THE MAXIMUM (AS.0) - 1/4.0 LAG SCREWS PER N.O.S. DESIGN PRESSURE RATINGS 4100CATED ON SHEETS 7 THRU 12. 14. 15, 15, 19 B 20. - 7/16'e x SIB' WCO0 BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO. IN ORDER TO VERIFY THE ABOVE CONDITION, :VLUMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A,&D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0$ N ORM TO C.1) MNwttM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL 'I. 1/2" AND 2' FOR EL PANEL1?A',E PLUS UM TH EA PO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS I IX'AIEQ ON SHEETS 7 THR U 12. 14, 15, 16, 19 A 20. AND FEMALE D. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE SS M FOR WIND LOADS WAS HOL USED N THEN ANALYSIS. FASTENERS SPACNC TO WOOD HAS BEEN DETERMINED N C.2) MINIMUM THREADED PENET PON OF LAG SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO IRFADD PENETRATION INTO STUCCO 4LALL BE CONSIDERED AS PART OF THE REQUITED THREADED PENETR4 O ACCORDANCE WITH N.1 % 2018. CA MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND YAW RESISTANCE HAS BEEN VERM IN ACCORDANCE WBH SECTION 1625 OR THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING h 7ESRNG INC. REPORTS 98-968, 96-570 A 96•-730 AND C,4) MIIIUM TALK/ OF WDOD. BUSHING SHALL 8E 5/B`• t/4' I-20 SCREWS USED 51W,L 1 1, LONG. !NPiiMIIA FENESTAATHN>r, ON 19SLAIR. INC., REPORTS f2032 8 #2126 , AS P80T000LS TAS-201. TAS-202 AND TAS.-203. SHOULD STUCCO EXZr' AND 1 MINIMUMFOR WALLSWITH No STOCOD. AS WELL AS AMERICAN TEST TAB OF SOUTH FLORIDA REPORT W9.01-09, AS PER TAS 2D7, TAS 202 AND TAS 203 STAWAJWS. AONK 2. ALL ALIIAI FXTRl1516N$ TO BE BOBS -TB ALLOYAND TEMPER (UN4E55 OIHERWrS€ NOTED). SEE SHEET 2. OS) IN ALL, E THAT PRECASTBE FOUN F15 * THE L-zow MALL STONE, LONG ENOUGH TO OWAEACH THE PANELS. AIN STRUCTUREMODR WO SUCH WARDS AN2gWAGE 9ALL BE A5 MENTIONED IN CA). C2) A CA) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. (0) ANCHORS. SMALL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE AM 3R'S MA w'FACTU*tR. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-W GRADE 50 MBMUK 0-60 GALVANIZED STEEL DESIONATON W/FY- 58.5 Eel (AFTER RO.tEDj. $. PANELS MAY ALSO BE INSTALLED N0t820NTALY FOLI.OM7N6 INSTALLATION DETAILS SHOW}! ON SECTION RIX 3 iHt 10 HE!'5 4 ($ "WON 6) EXCEPT THAT HEADERS 0 *(a) SHALL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 5U018 NaN YIELD STRENGTH AND 90 Nei TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE 9. R SHALL BE THE RESPDNS161U1T OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 5RiUCliRtE WHERE MUTTER 5 TO BE SE 11 .53. EL"DOH 24.34. ATTACHED TO INSURE PROPER ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR )OD M*n BUIIUNGS. 6. VOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIES STAINLESS STEEI- WITH 36 loi MINIMUM YIELD STRENGTH. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4, AS PER SECTIONS 6, 8. 9 A 10 p ALTER ATIVES 6W, 9W & TOW ON SHEETS 5. 6 & 12 RESPECTIVELY; SWAT HAVE A LEGIBLE AND READILY VISIBLE MRKING War, .TNC GoieR OR TENANT TO SECURE PANELS WITH APPLKABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) IQ It, THE INSTALLATION CONTRACTOR IS TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH RO"NI IN COMM US CON,All WITA - 1/4"9 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (Min. Fa W22 p...L) THE BUILDING TO PREVENT WIND/RAN NIRUSION. - I/4• • x 7/6" CALK -IN ANCHORS. AS MANUFACTURED 8Y L INC. (AIM. - t(W' x 3/4' SOCD-SET ANCHORS. AS 0lSTIBUtID BY AEI. POINT SCREW. BOLT A SPECIALTY CO. POINT LTA S CIALT 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND INNG r. C..1tLATXO,AIS PROVIDED 17Y THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 14- (WIN. 3350 ATE i'EMAIE D k PANELMAiE PLUS ANCHdB, AS MARVFACTIRED 8Y ELOO OOIJSiRLICTDN PRUOICIS (MN. Fa-33$O ps.;.) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E-D.) PREPARED BY THE ENGINEER IS GENETIC AND DOLES NOT MWDE :a:H'Ota4ATON - tJ4-9 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATA7N (f'a-3600 p.a.l.) FOR A SITE SPECIFIC PROJECT: L•. WHERE THE SITE CONDITIONS DEVMTE FROM THE P.E.O. A.1) MINIMUM EMBEDMENS OF TAPCON ANCHORS INTO POURED CONCRETE 57MJ,L � 7 3/4'; 2' FOR PANET.AMTE FEMALE W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND 96TALIATMN INCLUDING LIFE SAF f OF Thy PRODUCT BASED ON T6S P.E.D. PROVIDED HE/SHE DOES NOT QMTE FROM THE CONORlONS DETAILED ON THS D ULrENt. D AND PANEMKTE. PLUS AND 1 1/4` FOR CF TAP-GRP ANCHORS. CONSTRUCTION SAFETY AT SIRE IS THE CONTRACTOR'S RE5PONSOUTY. A2). CALK-N A BDUD-SET ANCHORS SRAM. BE EMBEDDED 7/8' INTO THE POKED CONCRETE, NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, STUCCO SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED SHALL BE 1 1/2- LONG M IUM SOULD STXxo VUST. No 1" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTIERED ENGINEER OR ARCHITECT WINCH ILL BEC?ui' THE BUT WITH WING NUTS. ENGINEER OF RECORD (E.OJL) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER oP RECORD, ACING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARD$ BE FOUND. ON THE P.E.D. ENGINEER, Oi4LL SEDMa T4 THIS UTTER TWE SITE SPECIFIC DRAWINGS FOR RENEW. EXISTING WALL OR FLOOR ANCHORS SNAIL BE LONG ENOUGH TO REACH THE MAN STRUCTURE MIND SUCH PANELS, ANCHORAGE SHALL BE AS MENIIONED N At) AND N A2). (0) THIS P.E.G. SHAUL BEAR THE DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF RECORD THAT PREPARED IT. (a) TQf $T NG CONCRFSE B O(X WALL A_SN C-90: - I/4' F TARCON ANCHORS AS MANUFACTURED BY 1. T. W. SIALOEII. INC. 14. SHUL MANUFACTURER'S LABEL SHW BE LOCATED ON A READILY (CODE. AT STORM - 1/4" • x 7/8' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. r -1500 P.s.Q S PANEL SHEARER N ACCORDANCE WITH SECTION tJ0O C OF FLORIDATHOIRAN 1 CODE ONE LABEL WU)W SBE PLACED (VERY OPENING.T LABELING O COMPLY WITH SECTION LN9.9.2 of THE - i/+'e X 3/4" SOJD-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT de SPECIALTY CO. FLORIDAIRIBUILDING Cgl]E. (MN. rc-1ew PA-i.) - #14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS: AS MANUFACTURED BY ELOO CONSTRUCTION THIS DpAWNNC SHAE. ONLY BE USED TO PRODUCTS (MIN. F -2071 p..J.) ,AAMIHNNRM - 114d OF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPOPATKN OBTAIN PERMITS IN THE STATE OF FLORNGt A),rll P�t+rR ly, '•' FLORIDA BUILDING CODE W Velm H kO BA) MINIMUM EMBEDMENT OF TAPCON AHCHONS, ELCO PJNELALATES AND OF TAP -GRIP ANCHOR. INTO THE'COS�,• VC BLOCK UNIT SHALL aE 1 114'• _ 20 GAGE GALVANIZED STEEL. CORM PAHf1 L NO. 4 167 •T• 8.2) CALK -IN A SOLID -SET ANCHORS SHALL aE EMSEOOEO 7/9 !HI'0 THE CONCRETE IR.00IO IINIT. NO U S '---- '' RM STUCCO SHALL BE PERMITTED. 1/4• •-20 SCREWS USED $HALL LIE 1 I/Y LAND MNNUM SHOUL� FOR '4•�"-"- GLOBAL PROTECTIDN I% IUCTS, . EXIST. AND i- MINIMUM WALLS VIH NO STUCCO. 1 7!&= STA . L . C 0 nr z :- .- ..., .. ExSTING POURED CONCRETE OR CONCRETE BLACK REQUIRED. 9) ,,AIII�R�R�I�I �t�tIiL113a SEMIQNSCALE �. aR T 6t4 INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR CONCRETE OR CNCRETE PANELSQ) BI Ot,; K A a STRUCTURES CONCRETE ANCHORS BELTS a TROOLOMOR 9) \I---E.D. POURED 1 j}�{ .. ....... . ._.._ \ cocaDE. \ !LEES 6 TWOLICH 9)IE •. f [w. 1" MMn.— STB'ETB 6 1t09U6H 9) ExSTNG POURED (i1 CONCRETE `5--Hb,t�T/ .1 1' Mtn: 1 ,Y_3"�� �s�,.•L�•�4.R 6aaE SG9P 3/8-13/8-1° i-'—v n t FL 7. t I H 1 i I SXFETE a INMOROH 9) SOLE 3J8-1' CONCRETE I ONfYtETE 1 4Y- A• �, 4 {r _ IJ2 ! .•" E LS eH4' 4 RED " E G' O7,IRED' �` `- 1 4ro,A I 1 � t1o4 • m>�AAbon ' j G7 i -. 010TT a I M fi. 7 1 Iro„ wal it wr 1 1 I 1 I 6 = I 1 1 1 I ) 3 I E0. ! i r pOURM ED, _ i 1� tJU• ar: naD CONCRETE ,. .I* MNn I AM)19RE !i ' !.1 MfeuaR e s aA ($M S IE M ON S \! h A "• I Tm w s) Ca,L sRu $ a no ON it a.:Tl Sri 0.< R iHNOtIOI 9) pa' II�� AO�s SMELTS 9 THROOON��9)*pn, t,E}Ip ^SIT k(�1�6, TyA�A± YY 4 Z i I LfSi. Age, UR �4+ Ala SCAE3/6-1' SOLE 3/8-1' E.D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS B A B) NOTE FOR COMBINATION OF SE;C31ONS: AHINIINNNIA TOP A BOTTOM MOUNTINGS CAN BE ER A r/ AAAyA COMBINED IN ANY WAY TO SUIT ANY 4y INSTALLATION. 4 \AEI, 'r9 FLORIDA BUILDING CODE 1 IM V411Ot NLT cone 7 '. �g mural lAie� sc 20 GAGE GALVANIZED STET 5T* PANELI DRAv A� g w PROTECTION P 60-i S. °f 0Rl0 _ �:c. I. Nape IG Di 9 d NA.L t r�7 y J WE I w . a•. m w„A WAVYA a AWa Ft014:t (9S4)66 764�b, raw ewmi- ar 20- N•w, talsl 4n•MY .8:., om An'", N ,f. TE rA-DOD6719 Qa 4Ar .Lac- r'i . wLtAR A TRLTR J,..Y. TIME 1 Faq (1) 2"X7"X1/0 ALUMINUM ANGLE EXISIM POURED REE BLOC!( PRnDC1CTV,VA1tiATLON14F7>OR'r'_TRO. 20•BT271.0T. 3 6. MATERIAL CHARACTERISTICIS AND SPECIFICATIONS: Shall be strict) in accordance with General Notes and Components indicated on Y po sheet 1 2 and 22 of 26 of Product Evaluation Document P.E.D. a drawing-- ,( )T No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-17C 7 LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be stricti in com fiance with General s o: 8 4 ' Y p Note N 1, thru 1 ,lndica#ed on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated an sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilt eco, Inc. and si gned and sealed by Waiter A. TlTlit Jr. P.E. . 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section'1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. Tiilit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), ti a ✓ , r Q. EN G � .44167 = STATE 0 �"N"t'S10NAt. A r A M 1 N+uNu11A1 WATYL Wk TILTECOADMON RECOROBl P. E. REPORT.20 k 3 LORAL, PROTECTION PRODUCTS, LLC 120:43AGE. GALVANIZE05TEEL STORM'PANELI ORWG 42&1W ]REPORT #20-0728.01' /-F,—L ECO ir�Ilc. TILLIT TESTING & ENGINEERING COMPANY WALMA. TILLIT, JR., PE. fateA7 co ID V�4 PRODUCT E UATTON REPORT TI re L;I N� 4410 � }LC.A. Licxaee+lo. DOD6719. REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME. 4 GAGE GALVANIZED STEEL STORM 2 G AN O PANEL MANUFACTURER: Global Protection Products. LLC 4800S.W.51 Street Davie, Ftorida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter& Tlllit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61'G20-3,;Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that m affact its limitations u e orls and conditions 9 rig. may 2. EVIDENCE SUBMITTED: 7.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)., Drawing No. 20-175, titled 74 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 tuna 18 of 18 prepared by Tilteco, Inc.; signed and seated by Walter A. Tillit, Jr., P.E,; dated 0712712020, This drawing is an inte 10 ++pit is Evaluation Report: �l`'1r /'�� � STATE Of •k Fit ewY 6355 N.W. 36th Street, Suite 305, MiarnL Florida 33166 - Phoue: (305) 871-1se11„y AC3b?��S�I COMPONENTS FOR REGULAR LIFE MEMY STORM PANELS (SCALE 1/2-1") Y`6--- - 15.IW (TOTAL WIDTH) "••"'I �..�� 18.198' (TOTAL WDI 12.500• (EFFECTIVE WDTN)----- — 1.3N50' }'t. t. i J.3•^dry .)500' t.3NSo' O.WO' WHL THICK OALVIMZEp STEEL ,.+I yI - ` aerDCTM6(i-U f He i.657• OALV,INTEF9 STEEL EDGE `7- � '/ ) i.&57 I G-60 0K¢ EDGE 2oDD' ,2 '�TE+ MINED TYP. So _1,04 M wrier df j 2D00• ,Z ,HEMMED (Yp. DETAIL A j s EDGE QIMDE 0i 60 GALV. EDGE - - - - A , 48.e' I - - - © S,j'ORM PANEL (1g END STORM PANEL •---2187 ----: .250 -- 2.187' PANELSOO LIP '...1 i ,TOO' 1.250• -.1 25* W/ -. IM7XRZ mar.. E.,.... I' •r M4(. 30.68' SLITS' .T00 , P 093" < LOBS° OBI- 2A2S 2° \ 2 . { 2.175' i 'E'"""� 7R. Q. .375 ✓ t. R ' •-iS9'4 _........__.._.......5" TAa+.-.__._....._.....:..., ISOMETRIC V113N DETAIL ROUNDED CORNER O ENDS OF PANEL'S suL: R END UP W1 HEMMED EDGE. (N.r.$) V "h" HEADER 0 -U" HEADER Q ANGLE4A ANGLE wrrH STUD ® ANGLE wrrH nL E�3lEEY ME 11TTTTyyyyyyPPPPPP 934' PANEL ..i88T .. " 096" 1e8` 27#..-• .08 10, 25 114•0-20. 304 SFAR4 .390 -r- STUD RIME11ED 10 1.467.1.6W .fi25' j .375' _ e .270. ` ,. •'AIME O 1211r OC. 1.671• 1.06I3` ! 1.343-`! ® KEY ROLL` WASHER 625'v 2.>R16 — Ted —.IOW l "F* MIA K ANGLE 3/8` "F" TRACK ® FLAT PLATED M036` (W-) '� - � 3+4H/NIMNAMy1 Win STUD GALVANIZED STEEL `• r- 1 1 ss y SENSE'+�, L — -1 E a75 - _ No. 44167 1 = —J r` = * 11r = FLORIDA BUILDING CODE HI h VelocityHurricane Zons i DBs ' ;�5 WIND NUT fl DEL PANEL STATE NaPN TUW. W-F20 GAGE GALVANIZED STEEL STORM PANEL CRON B,, Tnt+ KEY HOLE AT m<ut16a6 DET AT EMEIA Nr' ! _.._.-•- ' j(, I EC01Nc. GLOBAL PROTECTION PRODUCTS. i1C. UTE ALIERIMTMLY, USE WAG HUT WJWT +"DAL %.. ` yf, r. amDomt FL- tLW. 61 UMSTRE20-178 MONOLITHIC WASHER W/ ADDRO L t n,.' yp.rj '* NMI tteap Aw 01w PHONE.- (04)M-23W FAIL (964%W9-►3Yt • 7/6YIx3/32' 11IN91ER (STANtESS G-Od1B)tW ra• rs Inr Wrnw IxLOMlret Nu Sfff1 OR M1Ka((EL PLAID STEEL). •E �ft M1N1EA A TMtT dr.. FE m IT• Ert lIQT = a M 1 2) CONCRETE REW BLOCK OR HX TAPS it' I CONCRETE AMC"= GHEE$ 6 TIRQUOTtOR 9) OSR OF ON(W SOMEMAX SCALE 3/8-1- EDGE of ETU511NG * NEW i' WIDE x 'AN$S 1, a `oPE}INRNG THICK AL UM. TUBS OR 1 _.. EOSiRK STlO/ P.T. W000 PLATE SPACER BAtA NEW 1" WOE a VARES.M 11W f i -77'ALUM. TUBE OR I- t VARIES �1 I ,� T..W000 PLATE SPACER j BEN6ND TRAyC I LORULTL SCHEDULE � y • • (SEE SCa THR G 1 , 1 - 5NEx75 • THROUGH 9) 1 r `/��7 � OAA•iaY�w xrooe� I r,� 4w. _ 3 1 Ax� ) i —4F1eF�i aNr6 i- ,,� , • rr a.4 1 1 Li-r� A TAN] Tally'"W- CASE RA I ,w�cc 6,�,,a� sAPr B (pLAN) 1 al ..3 ,/,• SOME 3/16-Y I Ina. q iIDIA[ I 'AYgQ e t ie,. mR m�"R. ui- \ �PWMIXM ) f•A' �15A IN�CYI it�"A•.• \ •..' �y I fPLeN1 - SCALE 7%IB-T� _,T1/C �xAd1A�,B•y,E,�S�3�• fib, +q �r J4,: 19WWAM3"it •7'Y of w IrmAm�O m"Ax+E amr 1, TTy�,Wsow a \ -+, ; LEY► lr6WiE4U —EDAM. GIEt Fwl BETaW^ sD+VE 3/8-t" rx•t9A I1'Ot+O Bc. - x ,ere AAi"A E.D.. FAGS DISTANCE To (SEE SCHEDULE ON SHEETS 8 k 9) SCALE 3/r6-1' OM FOR COMMOAM OF SECT": TOP At BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E (PLANS INSTALLATION. SCALE 3/15-1" Hurricane T'RODtj'1'EVAILLATTONRUORTNO 20207174j 2 2.2-TESF TEST missile Impact load -tests were performed under SSTO 12-99 standard as per section 6 9.1. of ' Florida i 1 0 ? the da Building Code.: Uniform. 'c a (3r p o g stab loads as p Sect! 709:8 3 r Section 1 ASTM E-330. T r i . , par M eat sports prepared American Testing Lab of South Florida, Report # 0814XI-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01 09, dated February 26, 2009, signed and sealed by Edmunds Largaespoda, 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 BuildingCode, Test -Re Report r Tasting p prepared by American: Te. t rig Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E Gonzalez, P.E. Tensile test 're rt No. 9CM-1 b OCMetallurgical,In . po 98 c ,dated Marsh 13, 2009; Y signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E.'as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS, On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as Maximum anc hor spacing vs design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tiilit, Jr., P.E. 3 MISSILE IMPACT M ACT RESISTANCE.;, Large missile Impact n 1 rundo ' 9 p r section 609,1,2 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 u oriel length shall be as indicated sheets 3 9 1 p d sated on see 10 1 p 9t 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, g, 10, 11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTO 12-99 Standard. PRO1rttCT:BYAI,CIATTON IMP-QRTD70. 20-07Z7.02 -3.. 5. INSTALL ATION, Installation shall be performed strictly in accordance with details indicated on she ets eta 3 thru,8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to lass s indicated g p 9 halt be as rid sated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (}, drawing No.20.175. g S.:,LIIIIA,TERIAL CHARACTERISTICS, AND SPECIFICATiONS- Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchors specifications shall be as indicated n, p o sheet 1 of 16, of Product Evaluation Document (P.E.D.), drawing No.20.179. 7 LIMITATIONS AND CONDMQNS OF USE; 7.1. Shall be strict! in S a compliance General Notes a: 1 h m month Cx a ote N 8 thru 14 Indicated Y p on sheet f of 18 of Product Evaluation Document ('P.E.D.), drawing No. 20 175 prepared by Tifteco, inc. and signed and sealed by Walter A. TIlIN, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed int o poured concrete, concrete te block, and wood frame structures: Product Evaluation Report prepar ed b Walter A. Tillst Jr. PE((F lorida ortda License No. 44167), President of Tifteco, inc. (Florida CA-0006719). WATULL D:i TILTECO ADMON RECORDS GALVANIZED STEEL STORM PANEL 1/4. 2/4. 3/4, 4/4. 5/5, 7/5. 11' W/ 2W/10, 3W/10, 4W/10, 6/s /10, 6W/11 & 7W/i1 3' MAX ANOI10R5: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 7' A1AX 1' FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 r'' i ' -j j T r-'-r- r r -1 r -- --r- ' -1-7 --T- 1 jII -i- r - --- -------- - - -- -- _—S UNBOLTED PANELS -R: I BOLTED PANELS W/ 1/40-20z1'. H (SEE SECTIONS AS ,.% S. M.S. B01.T W/ 7/8' x 3/32' 1 APPLMAIiEE) A' ,% IVN0NUI5, EA OVERLAP (SAE SECTIONS AS APPLICABLE) Li ED D.M.., I" MIN.-1/4, 2/4. 3/4, 4/4. 5/5. 7/5, ;VAX i 1W/10, 2 /10. 3W/10. 4W/10, 6/5 l 5W/10, 6W/11 & 7W/11 NNCHORS:. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9��_.�.____ FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 REGULAR SIM PANELS) do i�A ELEVATION 267' 1/4- it.. CAP (MIN. Ovaw .A WH08 vommo rl 4f 1/4' ! ���1a1N0�1 >V'..,. ,�% -•(1 h) '� � • EN •••';�'� FLORIDA BUILDING CODE Nth Ikkoc Nu can* zone MAIL OAP ti7 44167 • - wmo 20 GAGE GALVANIZED STEEL STORM PANEL DFP IEx N.'T.S.. i -a•• ATE .• _. IL I: t O /N0. GLOBAL PROTECTION PROOUCtSN LLC. ORE: ICJ` OW 4 Ss. 61 STREETAC '•. A.•. Er. O•..4`. Eoa, WIeIIY 4•IAnA n m" F11aD (934Y6M rAl:t (e64)6re-6)s) 20-176 �s!AFss • � •• n.,. , sari m.NID ...: PRa m-1en II11RI9H6 � TIN tIME/Q'•ft EMLIW A TAt1T t.. PlWA�•� _ - e•BT 3 HH SIX INSTALLATION !t-` DETAILS O A REGULAR 1 � 1 !7 i i 1" � I j!j ) It AY-2Dx3 4" 5.5, BOLT 1 1,. •WING i . / 1NUT I O 122 1/9 D.C. �,yDNdLLTE AUGI� STASORED (SEE SCHEDULE ON W79fET I L�SCHEDULE ON � al SHEET 2) TI ��I, CONCRETE OR C3FCIETE-BLOC( OR MOUNTING i4RISM!& SCALE 3/8-7' SECTION 9 SCALE 3/8-1- E.D. - EDGE DISTANCE NOTE FOR COMMON - S£CTIDNSi (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEV 9) COMBINED IN ANY WAY TO SUIT ANY -. INSTALLATION. - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SFMEET __.. __.,_... FOR WOOD SEE SECTIONS ON SHEEN 12 Mar. 287` 3• OJL �WO iayU+yB 9V12 1 I 1 I j I j l l i i (41 I OF 1' EI . as. BMTS j Ilj I i��I I i I i 'ipfar � t ii IE M• AMWT�ttM 14 OVERLAP, 6 eWn le soeE /a•-7pt' � _ �" H I i 7 T T _ ' i.T '�'-f_I _ -T or 'C .9. BOLTS WW7 i , ill I I : Ilr jI I l i } _i - I MAIL A. a/3Y _j}' 1 , ; Mrt • rAa + 1 _"l n I 3 I 5 7 ua aM 4.0 Jw aye HV$ 1 OF "! 1W. - !,r MAx S: FOR CONCRETE SEE SCHEDULE ON SMW 9,_._.,.__.—.. FOR WOOD SEE SECTIONS ON SHEET 12 E.C. P lY REGULAR STORM PAHEES i1) & ELEVATION I SCALE 3J3Y=tom 1/4' MAX. GAP I 9 (ERN. OVERLAP -1 IWCLE MULEY) f CONCRETE Ammm cam......- _ ._ ...W ...::.....�. .. ON 1/4- t ObCRETE 9Ox! OR SECTION A-�.) vEouAn SCALE 3/32'-1` �E t!) Co �6 W L N O � O c - -0 a) n- a� N 0 C'a U 0. CD . -0 O C � C) OCU M LL 0 CU > ., (tn E O �"' 0 ca.C10 C6 �+2 �- C%A ,'._UN ( !^® X L d \V a V Y y U ; ) 3 > C6 CU Q .Q (n 0 -- > > LU Cn V/ 21) _(D *--a U) CL CIO _0 6- 0 a)■� VJ CIO LLI =Q Z Q J a SHEET NO. SH 1.0 -4--r N N C/) a--r U > c N 0 00 WALL AND FLOOR MOUNTING INSTALLATION FOR PNa 1 - W L1K4]HETe AATWa aF'w".�E`w�r..W,— IeiAxlt�llUM A.S.D. DESIGj�, �'e„B�,,SSU12E �ING {�s.f� pI�D CORRESPOND,[�j�(� MAXIMUM MUM ANCHOR -� rEe ;+___,' f SPLIT PANELS me,t SPACING SCHEDULEI AR TO PANELS t'1) & INS'!' ! I ATIONS •0) U � U �\ 1J/4YX111�tMN BDUS t MAXIMUM A.S.D. DESIGN PRESSURE R TING (p.s.f.) AND CORRESPONDINGINTOONG � � � (tj V) ,pA•A '` ' "` \ A'1 • ' 1• : �'-e' ` ; 11�klhLP.AN& J,EL- SCHEDULE � � V m11ai1E 1 1 (4� f�s�- +ire» fy tEOIWwn ; \ + • + 2 t. S9w ,o�P ! tptra8 C 1• 'r' t$ a •mra:9 WEI pe.Y rYM a NVALEA ow AS PER �1IO15 1 TRW W. ON BNFET6 4. 5 a 6) (VAIN ONLY FIXt, .PANELS i�a ,�yN6TA6tAT10NS A$ PER SECTWNS 1 nN61 /0. ON SHEETS 4, 5 a B) O O O O VAXWA MANNIUM ANCHORS SPAaMQ FOR Eq. - 3 1/r - V^!` NEL 1 1 ! iAAL R WXMIUM AS0. M•a IfHGTN I JVAAI A_&O. OEM TAPtOx Q TAP-bRW GK1C-M PINEtY1TE rl•'rM1E ID PAMMANTE PANS 50LU SET APPLKABLF m # A r. MA ia1 ~ cL11fT T " a n m car oo° V taN sEcltoNs t k ivaalaM rw T �' 2 F' wl'/`,w 'M+ ra°0i1B •r. (]iE $r trEI1 r m m tb ro m m ANY mlrev4ADox lQ1OOH 'L' (,L) O \ ' T Y• 1' - 1' 2 2 4SSA -7" 7•-r OR Less 2 , e UNBOLTED 1 Tltlt 5 ! 7 RYtas m COMMIT CONCRETE m CONCRETE coixCrETE It H OLNCREtE m CONCRETE <xNaEtE m CONCRETE CONCRETE m CONCRETE mNIDHNTE OF THEY /� LL L \ 5/t•Y tATM:a, ,6. 1' / (P#.f.) BLOCK BLODK B�.dM BLOCK BLOCK am i— _ 1 E1Mf OF ,RAIL � V.w nNDO, w z 1/r C 1 r 1' cu A/W- TW[�pe ,q, +'�Fb, -72A >7'-5' m Y-6` Yn Y 714• 7LFAOBpOUELEOOLgq 1 TrwRl 6 k 7 6• N/A N/A N/A 6" N/A 6' N/A 6• N/A N/A N/A 1 (TOP) ��/� O c�/ 0 > ., `—•' F1LIffi enrol Me'Pak�AE°TRVIOfr iMu `• +SSA -7RO >W-ir To W-Y• u- 1 r/r T OMERttPS Al a V J 4 1/2' �; uKUETE DR a,an s' 4` N/A N(a 8• $' S` 8' 6• 8` N/A NIA 1 (BOTTOM) -0 E O 0 A•N. E0, x rRiFO aarx - +43Ae -40.0 12'-4' OR LESS 3 ffr ' 4 9 k 10 /E L �- 7 W 1 I 8" H/A N/A N/A 6' N/A 6' N/A 6" N/A N/A N/A 2.(TOP) •c -F� CL 1 �•''" "'.` • BCLTEO W/ t/fv-2lk1' s3. trs. a wR�3uT AT a6TIBeP k rY14rNORr a PAMO. '' n^ r•e•� UP $400 1 � � a •. \ 6" N/A N/A NIA 8' N/A 3- N/A 5' N/A N/A NIA 2 (BOTTOM) � V! O MR W,N I i SCALE.,. T I DESIGN PRMUBE %A -72.0,.. 6" WA N/A N/A 6" NfA 8" N/A °' N/A NIA N/A 3 a 4 (TOP) >7-5' TO 6'-6' V ) t I DETAIL t OR LESS 6- 4'. N/A N/A -.... 6' e' 6' 8r 8' a' N/A N/A 3 (BOTTOM) r tl°KK' Alm • --•'., t INTO EXISMN � CO R A ,�,{jj+�rRETE.. HLOG I STaUCTURES + Ar4tA'r=rszsaaw4i Nw AArsE ,Nr mxL1 1y ( 1 - „ , r N A N/A N/A 6' N/A 6' N/A 6• N/A N/A N/A 7 (TOP) 'CJ WVIe . -r r«n i �, .. p (VNJO ONLY F011 PANELS iQa �ij) N5TA.CCA1R9N5 AS PER EEC7INJ5 1 TNRU 7: ON 4 B 5) / ir/ ha3 r I LTwa° Raep ! LIAYlai,A AS.G. WACNAt ANC M XRVX4 FOR Ea - 3 I/r - -.... 61 4" N/A N/A °' 1. 1. 6• N/A N/A 4 a 7 (BOTTOM) eYu 1_� t<Tmwou° wan nr ewe t 0ES101L UPCON Cr TAP -GAP CALx-R+ PANDA E Ft7MItE a PANISMAIT w° & MAXAM P� A N/A 12 1/2- ° 1/4- 12 1/2- 6 1/4• 8 1/4- 6 1/4- 6 1/4' 6 1/4- N/A N/A S (TOP/BOTTOM) 1 1 € ANY C0AMPAIa1 LENGTH V 00 NI m mNe�1E CYRWd` E1E m eoxrAttE Commit to CO CRC to OWCRM cawmm m caNDHac,E LaNC m OF THEN t t/ N epr. ISPOON --.- { t RAiete fPA.rj - SLOOK BLOCK MOCK sum vim 50.0, -S&3 N/A N/A 12 1/2• 6 1/4• 12 1/2- 6 1/4' 8 1/4" 6 1/4' 6 1/4` 6 Ile N/A N/A 6 (TOP/BO1TOf:) '-e TO 11•-2' I ( s. aNAa R 21 T ♦ 1/Y• K A A C /CIA 8' 4* ,e10 , (•- 1 - �, Ea I N/ W N/A e' N/A / (Tot') 95.0. -72.0 NfA NJA 6 1/4' N/A 6 1/4'. N/A 6 1/4- 6 1/4' 6 1/4" 6 i(4•.. N/A NiA 6 (TOP/BOTTOM) -6' TO 11'-2' cm ~ROE orb i L S.f. SYE e r 0.0 Y/Mlm LrAp( f �-!• \ 6' S' TVA t�I/A 6• 6• 6• a• B' a' 1 tBOnph - pOOr 1 y 3 1. \ I.._ NJA N/A N/A N/A NIA N/A N/A N/A 6 1/4' 6 fj4' 6 if4' 6 1/4` 8, 9, t0 (TOP) 1 + AVRI. w/r 0' Ilrit '! (� ,/4•, 11•RI Batt I r N/A 4' N/A L 1 ! OL7MK rP�1NE PRO _ r/ wgpr k NUR. B' N/A N/A N/A a• N/A 2 (rC8} I W +at.D ear. -Tz0 p.i. 2� 2 43.4 _,FO•O 8" 4• N/A N/A N/A W/A N/A N/A 8` 6' 6 I/4' 6 1/4' 8 (BOTTOM) 1 I.Ai,Dx �'"'�•-z�, I r N/A N/A N/A /' N/A r WA r N/A 2 (BOnr� � �� 12'-4' OR LESS 1 1 i RY'A,/44r-e' s 6` 4' N/A N/A N/A N/A N/A N/A 6' 6• 6 1/4' 6 1/4' B (BOTTOM) A•" N/Af +65A -720 r W/A N/A W/A I' Hjh 6` N/A. B' WA 3 t 4 (MP) r-S- On LESS 0. 2 ! 2A Yf_ Sr.O t$nNtl6tro i '' ® Yu++aK rx • fsa KUAtiw t '" a• 3` N/A N/A r 6• 6• a• e• e 3 (Burned) N(A ...NJA N/A NfA NjA. NjA NIA N/A 6 1/4' 6 1(4' 6 tf4- 6 1/4' 10 (BOTTOM) 1 ` 1� WA NfA. N/A 6' N/A 6' N/A 6' N/A 7 (TOP) + 1 SPLIT STn.►4 FANS cyATH + �, SEGTIQN Y-Y a a WYL a-'S'•.-'y'_ _ LEI a' 6' 6` s' 1 7/ L { 6OAGE 1J4..1- SCALE 1/4..1` P'N'rYDaaC 50+A.E FJB`•1" I N/A 6• S• 4 & 7 (BDTTaFq RW1 m IRA• 'Q&WL VIA x $ fa• 4 LJ4" $ t/4' 6 +f+" 3 tmPd Trove} /A,a 1/2 aL f4, 12 1/2• 6T/4- ..... trMU SE�uef]IEI_R s¢ tREtTe To. If AND Iz FIu1 ANDFA7AS 'i'RE Ft sp><L•P1G MR RASAl1A/WNS INro twm rTwE BI,nAWW. ,....T• SPAN MtILAION REE MULL W. SPAH OTJ ' itgE MULLION '• Ems`\ T E oOACIMIE ANa1RR8 $9 THEM 10 k it FOR =11016 irPE ! SP7CW0 Tar IF+OMLApts N70 11L1o0 FRAIE tINO•q. LeF310JN A1aCIWR SIAICW6S AIIO LSYIRNI F31Q£ pe5MdiCE ARE 4101UOFD ON THS SCHFRUI[. FOR E.O. NETS NRI�M ANCHOR-SPACOW AND Ipl•RRI !oi CSTAKffi Aff wU� ON 114e Sa1EOLAE. FOR EA LESS THAN WOK ATED ON SCHEDULE ANMW SPACING BY YULTIALY 40 WAOING SWAN ON SCHROULE BY IA' •1 g 4 -6' 4 s• . 1/lY ow-UNta nm Imulc O OM Salm" RON" Atom BV i•aDPLIRR 5 SIRlW11 0R SONEDutE tN TIE FOLIO" FACTORS, FOR INS OPEROW m BE POSSIBLE. REOR4ED SI6CNG O61ANEO USING FT�OR 1 I E F[ A. i TIE FOLIA" FACTOR FOR IM OrERQaN ro P .L EPACENi OBp•AD tOW FACION SHALL NOT W LESS TWIN MWWW SPACING INOWEO FOR EACH AFCKOR TYPE AT ANDNORS LEmpa I ■��Ap� rw•A w/r-v' rAm Plies a-r TO W-r 2. 4" . 1/$- .. •. 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Atp�HF ErwcR6 uU. s 3 3 3 2 t/2 3 `l"'P1?t• '�:/j *' * : * 3 3 3 ] ,/]'S .'' •1i4 �+,yS-' `••. sl�ECo6n41Ct•.tM.7 3 3 ] 3 3 3 ,n�:' `, `�` ✓'¢ v MR :D_ OEM PRESSURE RATING s FLORIDA BUILDING CODE 40 MGane Zones FLORIDA BUILDING CODE W h Y•t HuMwne Zone) "WIM1 o.,e,n Kea, O>J 3 3 a 1/2 3 1/2 4 3 1n $' V LCF••'tFLORIDA BUILDING CODE (High Vefoctly Nu Carlo Zone SpAry; ALp �^ • Rars1 o.new4 vet LA::) s ] 3 ,/s a tJt • ] ,p r r ; 4 0 tt ex, Wes.e2am mIa», Ere TP. 13N. ;TyO1arT LT�oEp'5� .1.,- at. i{WLLEL iO SmRYa° l� bREN £b In,cup„ 0°rE p.,,ap - temt No. 4167 £ F.P.FAM m p0i osBVID16 ► A•D 1 o R _ �• 4167 - _ t:T10N t 1 (DatQA\$kJo2D 31 5as ;* . S F * Ti rL3nPm 2 , ss 3a - - _ * . D NN m s X8, aia2n TE,t3o. eC 20 GAGE GALVANIZED STEEL rP. a �� 20 CAGE GALVANIZED STEEL STORM PANELS x 2Q GAGE GALVANIZED STEEL STORM PANEL 1sr �• /ALL GLOBAL PROTECTION Pp . 1tA1E� - _ s i'., _.._. R'r""�`"�'"r` til0@AL PROTECTION PROl1ltGTSr U.C. a' Avg ' ' _ m G.e3 y: sr �'t " GL09Al. PROTECTION PRODUCTS, LLC. aF�b L. NOTE MLa.uoN cAx Aso BE RrsTAu.ED W STORu PANELS ON TOP "CIVIL 6, 6rR 1m i- ' y �ji '. A ,r" B� NOO S.wRE1 SPIRIT r %q �4r`•., l 14�' wOW .a', ,s1F4ET �}r `cl' 4Q !:. iS IRO tqe. % O' R IL ECOENt. ANY CI n. AT 31 - AD - tm ,m 4{• ••, .... k tRM$ 1W _ N.m - lm 1m I .... ••• k ANY OR BOTTOM SO THAT 8 S LOCATED/AT TOP OR BOTNM- OF OPFMWG. AR. W. R, IY. ARA wWrA4 •Rre•r. A 3MM P!glE: (rI6r,NBn-7Sts. FArc 20-176 - �4y.. ci' , > (( Kr Y.: r, m m wWRc.AiON, a am PNgrE i664}E6v-7aw. Flx: fiM4}rpp-sNt7 20-176 3 1 _ S'�+; (S 14,A: a �s ,wrY ArwwA w as,r nr+pxc tEs+}q x5L6. FAR: lees O-aTwr 2D-176 sJ Pr:OM wN.rPro.+a, CwO nT-,m, / ..n,.rM6. n,., Poe .F,-rnLt I T6OTEON) rA,-, tLN/ nr-,4M . P.. Cup •N-Im1 (Q IL p - aRMaa ,k: 04.000a7t9 Anf r +Awnw wr :m A. ORWRVO No: : Apf( : CA..YDbA7Is rA rr :wa a wwN:w NLMMPN Ha NAprlll CA.60O67tA w ar w rN P.E. RbrrER 1ASlT k,. P.E. kAa::' P S84/=OWR,FF6IOATE rN.tER A 7S4n Jr...P:E TER A Jr.. PE, .. _ • :#Fri 7 •F R• r ,r- _ _ •.: BiEEI R 2R IAINI L 6fIL/$xWITISEJPATE r M •. . _ sett • OF UP INSTALLATION DETAILS FOR REGUI AB PAN LS &Cif /-� � INSTAL ATION DETAILS FOR REGULAR PANELS3 do 1d ,/4 to . 5/• LONG eaLSI BuwaNG vet IN$IALL�,ATION DETAILS _ �QR REGULAR PANELS l i� ,INN EXISTING WOOD STRUCTURES v4� Yea es M.S.. $ v# a�.1% jM EX151ING WOOD STRUCTURES oAEL UWOMe W m W-r AND $ 1/4' O:c. INTO EXISTING WOOD STRUCTURES ,'.T1LA• Ohl ""�> PFORNCLfrA1E FH NE 1O � A=tPLL`R'O uWo , r ac xLYMmM NEB[ �.._ i r r oG 12 1 a C• MORN 1 II WTI. THRFAE7ED .� - ( ) ' °. f ; to OSNrt .. .^ m rto ' /$R ALL IENOnHe UP t \ _ th10, PANIIAU,TE PLUS " `� 5. 1 #• O.C. w 1 71$' , B 1I4" a.A W/ 1 7/$^ +.� ; .. a'•'.W AYAM':e C15C : ;: ,/ tAm Cut a• aC 4 .--.. e'-11' rpa 1/4,•rPz'LAe BaGkR 4Y.A j�' / ' PET1F.rNATPL m ntMTLRIe, iwk Anr3-xo * rNnarw: a --�' m pNpp RCN : 1 4 TFErEA0E0 f'ENEnRAnoN TO r'� _`;.: tl TNRFMW PE nOn Ta LSD f trlREr 7Y E`a /i• ,/qr uw�m ,ry(ynI 'HeaeL ""t' �1hiD PANELMA7E PINS r14•-10 PAILE7.MAfE FLUB ,WIlYunw tlare NEML - N,,e,, A.., qyO r� , ( } 6 }!#' b.O. w/ 1 7/$ O„ k :., (/1�•-• . a'w'_ ( I (1 : ;, /' k7L16RMG wd00 ,UFAOER ti EXISTING wbDD NEARER J` i' E'#1E11NG wa0p NEArRo. ! '-•� F ,•OO"- waYP A,' MNN I tIIII "'""'. ..•- fN 1a•1O 1 1 7 fV C, ✓.; '- ....,_..,�.. R ,/r RAv..:y#„l.rN y N�• 1 _ \ 5 eT• t , i +. \ / EQ - 4e Ea �niljAy ; ala•k] . , - •Re I , ua 3 ,a.e 1 { ; ' • aw. EO( - • raw SIX) s �� t c6ren/r e j } ,�•ap• gggH .. • , - ,6L'z9or • r .., 1 97 WOW HEADER � 2 is as 1 j 1 RREgEADER. `y. 't 7 2 `41 i I 1 i Wn i i�rl r. 1/ '®. �a4 °� i t. € ReE>om1A 1 aass t e•0ii°wm 1 1 I ; REDUURE (. I f I I It w, aI a r gq (f v (V { ' q o.1f. '• S wows E } I I Rm1AN0 1 _ 1� wom How 'Y i 1 ii L i R6New$ � N *A" IAa toxw L .V I I YE 1Ki10lytE 011 ORE � ,N SSgNVEEdAE° ON I �. W>¢* et ( WI, 1N.• I Q ; } g FOR Y Smw ° i ; ! I,R W. srPAnAno1+ - m aAst g t ° FOR IY SEPARAIM m p ! 2 i WALL MOUNTING I + ALTERNATWE 1 W ALTERNATWE 2W — 'a ° LAM ro Owes. -- " A- # — f f -- + -_ .�S;hR MeR. PNR7. lENG1H Mox. PANEL If7iO7H ^- ,7._ _-, Mm� PANEL LENGTH SCALE ]/8-1' SCALE 3/8-t` t/#i-zan• S.S (SEE NOTE 1) 1i45w7mN• S M HDTE 1) ,/.•FRORI• s.e. ' , (SEE WE 1) r ' r OWALLATM ALTERNATIVE 3W F�w"w e�erLr i TO to P { , SCALE 1/4' - 1• LATE • V !4 oo Y0®' 7H',Nep,r<Tt 1 $ �. 37` ANe IAA ' IAAa NUT iewrc ovEWLP fHA3tY oAALN �' AYGRL<t W flRW a1611@ tSEE SCHM" ON SHEET 8 FORM.ro aAS4 I 'W�1°o"D�Tar l ! y lIs svmT t°rA i r BUILD -OUT MOUNTING-1 4"I ,A4 ti4RNa a r'_ i I : - a INSTALLATIONi- ALTERNATIVE 1 W � R r.�'dHrrr r �� � j sit' i f OF V SCALE: 1/4"-t aPWt ; { F i NAM ! { ! /2, MAil I .'s ` 666 Lai f CMLINI & FLOOR MOUNTING WALL y �4 EnC I _. I I u r 2WI. I Q O WALL MOUNTING iTAIlAT18N - ALTEiM1AT1YE AW 1NaT WE eu L �} 1/2^ It L i I wr a ! was ER i i 1A U (SECTION AT TOP IS UMRED 7O +55.5-87.0 MAX. y im yam+;,. ,, , , 4• \ !' ' ii'ISTAIJ.AT�N - ALTERNATNE 2W AS,D. DEslctr PRESSURE RATING) - rn co % 1 , ; t D E{o. LAW,• A a £D ) • ,Y , fr oe, , , ao r ; y tt U SCALE 1/4` . 1• sGM.E i!4' - 1' j c1 //a' L0.. Vr LONG I BLSNwrD o', y\ �.r 4ro-2e Is' u, �+ \ {Q. __ .___� { _ __.._.-.! t #s H,,G SC vYs ` W C) r i t 3.t w/ ,faY1-2aa' ss. MS, a e 1/4• aD. ii �y yy '' 4 fir/ q i; ; i ! t Rt+ O.G w/I 1/2- 3 pr>�. yA� t e" TOR PFJaI. UENG ° W m 5•-r AND e i t M1 w+q RRn a M`4L Y• 2-x4• WOSlD. PUl ItPANEUIA2•N' woDD PLATE 4 .MIN. THREADED a® //4• D.C. FOR te11GTHG UP m W-S' Ulm:. l \ I T 4, I 2'ML' 1YODO ''4 I f1a OR /i -10 PAl1aMII FDAVf q OR 1 ) '?-' 1 I RE pm n,JJ PANELWtE RUS a iY t a C wRH t T^� ,' I \ REWIRED { REIxMR£0 QUIRED { E tI `' PENETPATN. AT III /4q NA 3rAns • • 0o NOCINO H OF PLATE /2. Yi4' PATE L I i',mrnie` W e"e Oc ALTNATIYE 3W TERNATIYE 4W I .I TFREABED PENETRATION e 1 IrP. TH MID PENETWON AT S s. 1 • I 1 4'• LAG SCREWS a I ✓: ! 1 I r r pRe as taveHD71H OF ISSUE WOOD PLATE NCR i8- • ia- ' I - ) 1eD BROTH OF PLATE t (L ;' , , AL LOWAM UP m W_r a- RrpCI:O { I { r� I i i oc. STAGGERED w/ u.I f f i J Im '^ O C f� THREADED w i, W. V j Q VA O 1 E AT,rD PEN 1} �, c c) ism 3111! DIRECT MOM MOUNTINQ ~ L Tre - SYiOYMMY010114 OF PIXIE M V �k,°.s wLRxR Lm, SGY.E 3/8-i• SCALE 3I6A1' SCALE 3/8.,' - SE!OE 3/B-r• SCALE 3/8-1' L:1.1 FLOOR YOUNTNLG ` NOTES:... tN.t'�'jdj,)MON - SEC7'N)N 40 1rsFHNNE 1. INSTALLATIONS FOR ALTERNATPIES SW, OW & IOW ONLY VAUD FOR A(euun++rr+`NAgN aCALE 1/#' . 1• p TIANINInINNrrA9 �aAEp A: �� t' 1?tea! ANELEL$ LENGTH A.S.D. 1scN+tuaDs UP Td +#5,8 -48.D Ps.T. ANDp,T1(L(r�ek i. INSTALLATIONS ..ARE. ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS aa�y,,,.. .., T: :..N ARE ONLY YALI FOR BUILDINGS WITH A.S.Q, OESION kAAt1S ,� •.-4 2. FOR NEW WOOD FRAME CONS RUMON: WOOD MEMBERS TO BE SOUTHERN ,.�.�t•@�;. E(yI '•'.�6yT$L T D P °S P TD '-8`: �•: "".� 1. [NSTALII,TK1 S D R ;.... O N PINE N0.. W SPECInC DENSITY OF 0,55 OR EQUAL. '�:",*'.• �Q SF 3L' FLORIDA BUILDING CODE Veloci Hurricane . Zane UP TO +55.5. -72.0 P.6... AN ANEL LENGTH U 8 q.y'>•: �CENS .',P FLOR)t)A BUN,WNG CODE NII Ticane Zones UP TO +55:5, -72.0 PSF AND PANELS LENGTH UP TO 8.. 5 . a . Vw FWRIDA BIitlLD1NG CODE H1 h Yeloa HUrrj$an$ Zone)[ N 2, / 2. FOR NEW WOOD FRAME CON5TR(: CTION: WQDD MEMBERS MD 8E SOUTHERN yes, .... 2. FOR NEW WfA)0 FRALtE CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN : 7... x - u m•Na FP. PINE NO. 2, YY/ SPECIFIC DFarSFrY OF 0.55 OR EQUAL : NG. 4167 s ° 0 m'� '"c 20 GAGE GALVANIZED STEEL rP PINE NO. 2, W/ SPECInC DENSITY OF 0.55 OR EQUAL £ c. ii4, 4 °'°' ° 20 GAGE GALVANIZED STEEL STORM PANEL DRAWN FOR COMRrHATTON OF SECTION . = HG. a1 20 CAGE OALVAIgZED STEEL STORM PANEL k e DAWwr Wr N4ff = * : ; * = J- CAWNI er m e7/m/sm TOP B BOTTOM MOUNTINGS CAN BE a'. TE t) I �R /► /��GLOBAL PROTECTION PRODUCTS MC. 07� 1M NOTE FOR COMBINATION OF Fes$ tnDN'•: q�:• � DF �R tWBAL PROTECTION PR LODE. p�(T;;• FDR QQMI1NAThM OF SECTIONS: ~ � ST ._--� �(,r Q (NE.. GLOBAL PROTECTION PRBDtICTSF LLC. ODE: '�BINED N ANY WAY TO SUIT ANY Z�.�o• � �10 ; _. —_ ' � G y \I ENE.. . 51�e� 1Ir E'C O IMe. 4•m S,w. 51 61i0 1�1 - STAW .C` a1a TOP a BOTTOM MOUNTINGS CAN 8E 't4 O.t`'• C HIQ , t ANY I,WM. R 33314 � •�` ... 4 Kr.: m, a ]aA Y,rr. a w NaaR wqN[: (sDr)RwE-7a5� r' Ar, (m+ims-ax7 sir Ax 3An z:. E:•. >r, o rma a sxa PHONE-. W0600,.Yet°. TALE ttz4)M-°7E7 20-176 COMBINED IN ANY WAY TO SUIT ANY y, F''•••y a / as a,a >L 1A,. RIr• W,w. •,RL4eA a>Nr awnx: 14 (•54Dere••7sa, W. I 20-178 TOP dt BOTTOM 6t0UNTITOS CAN BE $ FF 20-176 IFS " �,� S d r. , aPp n,-,m . r.: ps) 4T -,m COMBNET7 IN ANY WAY TO SUIT ANY h S # R.v . a n a,wule . r. paR m-w ILA S( )1(��..y4IRA TILL r txei •N-„w . ti Rep m-m Res W4. DR." N. Heir •rem •a 4 :ranw nm aW'Rq 1,w AA/lion IIIIIA•4,E, lFJ4/9p1nOU�JMiE WM.TORCA TI AJIL�.. PL 1 t a �- eve YE[t li M1• 6 SlD Al ti tPs - - a-moeFly •R •• Rom•• R� �` • Issua1D N°' INSTALLATION. AF kF :E. ATE wrLmr°A '.6w.. P.[ m n-w , - am It or IN _ INSTALLATION. 91A/INIH IIN11N �D� KILTER A k., P.E r. a,a , NMEi to O 1D - 1 _ _ . _- _. (t ANCHORS CONCRETE Arp�WWBW.pa1 SiNEMh. SEE SErrWWN.E'TrE SKM 1v, ALTERrWTE SLEET Is) � ME SPW Is) � - 1 T $ 1ACAnoN $ 1 1 1 $ �TIa 8 INSTALLATION DETAILS FOR OPTION i 1FOR UEE SAFEry DORM PANEL SYSTEM —a �} Pou o caNGRE1E 1/A W4• WA 3/4 OR 4/4 1, 2 & 1w/i5 _ p.,� 1•-o r/2- Al END PANEL AT ®uD PANEL v4{/�Y2 rrMA/a3ra�As o $' pG, w� INTO EXISTING WOOj? STRUCTURES POHRN mlrAatE \ Mm• ,506• floes• ` �FiLFOa OUFRUW e, 'ro'F1L6TerC HEW - TO 4 4)cn RewwED IN, (CASE >) I ; STUDS III £v£m ' t 3': NRt. (CASE R) I I Tizi P T.SEEL.g I 1 �y (ExD PABt:} (J3arRlaR <RaE1seR. PNZL)TERA?R tEiYr PAN!'L) n r ' 1r { €D 1 •:t (! IranarKW 7r 1iD m aAse & _ i' inks) - { OR r'�s rA T e Ewer 3 T•�r°csN�r s E1 A { Ea stw p J IT o.6, SnID a 12 1/Y• QC. t Alltut 1/4eRtNµAINE �t 4Y,r.MARNE t �Ijlt -s S,./,t#1/4•SEE 5E�Y1 w! W' 516� r0n. (CN:E w d L3'-Ir08 NFbN Lc3" LNTERWR PANEL. £NO PANEL �p "t-MM. TOQja.YMn.tdSE D'a7RC. RANCHOR ANCHOR `•-./�(LEE IkT. if14) _ kl(E 1 OEF. Y/14} j $1 OMWNEGT MdLrriT 1 SPACWC aPACNG {{ Ybit. ANCHOR MOM. ANCHOR ( � !1 Yi �-- - .w.;t ��6PAtnNp SPAGxO { { i I 1'-3• MTn-.--.------. 1 -s" MLn. Waco IEAOEK I t�E Be �� H DETAIL I�t K j�O NTIN IN [( B, PMURLE TO SCHEDULE 1 T DETAIL 2 FLOOR MOURr NG IN':TALATION APEL�,OLE TO SCHEDULE 2,1 ION 'IBEEZ/,14rXrws ,/14 ) AOON Sm-Af, 3/ir . 1- st`�ACE- 311W . I' n�• EvfyRr ` { # ) e,aTS)R a ,z r/2 oa. •�11,TERNATIVE 1 ALTERNATIVE 9 MIRED camRLTE � t .� � I � � I � I IMAM A S.D. DESIGN PRESSURE WING (12.e.f.) AND M�IIIMUM A.S.D.A.°SI.D, DESIGN PRESSUTt+E I�j,IN(z'�n s•f.,� AND CORRESPONDING , r. � ar CONCRETE I MAXIMUM PA LENGTH W HEDULE ' Mk �,,, BLOCK WALL3 r i r CORK EMING MAXIMUM CHIT SP�;trtING SCHEDULE AT f83 FOR tAP�• � SET m Spa R (Ns) ram• �jar;2 ,�LP°o"c° � cn 0_ REOLPM'' { tME 1 k 1 WAM tart bRM / ) 1 ( i /4 2/b 2A/41 3/4 at 4/4 1, 2, & W/15 GIRL T u ) I SrBTEM ox c1ACFr tS i�aa ° w... Atr,A:L uTIGiH MANARr 90%FM CR Rxn ON W 41 ALTEAtNTE LOCATA _ { scmwm I --{ ON LIFE SAFETY PA (aelJ rerE m GLASS ,a,rxoow _ 1 p L . AREA w � / OR--.,.-..-L.- _-W . NOTE iBE7C' iM1rneM AS.IL TOM OF EWYOP asx-M P FEemet p PNELMTE RDS APPLAAr6lE to +✓$.0. -Ito r-r s a!a• wloDly 3 ' .. �.__. I r E4 + W/O REGULAR TRACKS (SEE PxIT£ 1. DEWWN sEat,Os t t Lamm / PAa L) EQ , Bl9AV0 • 1.ASf PANEL ED AS p1mum"If _70 C'c/tCm, ro TO m m TxlroEt> m Com"'"ON tENastN i• (tL} { q,} CONCRETE ANCHORS '.! ... I. :,. J LIFE 3/PETY RING Stall 1CONCOM OLM camemm Bloat mOctL BLOCK aOCK OF THEM SEE Stw IS FOR AK]IORS m k SPACNO FOR W6�w"am INTO Wam FRAME mama oR f 4 f 0r' t ) I q! W, u,w3s eE I HANDLE YR,aal,t ArCxoR sPAGNos AND 1RrARRr EmE DaTANCE ME MaDATm ox THM saEouH.E FOR E EO EO ; ( S iS� SHEET iEDIALE EINILE ij . T PaoRED CONCAEIE• `, [ (AK Coxan`aaU m sAuirAn aENOED S" N/A N/A N/A 8' NIA 8' NIA 8" NIA 1 a 2 (ii�) EA LESS THAN MCATEO ON 9,2IEDLEL REDUCE NidgR 9P,,L9�M; aY ML.TIPLYIMO SPACING ( _ �f SRor4. RDLIIOED -,•.y :r.. m aE WETA "RAY INSieE 55.0. -720. W-W OR LESS SHOWN ON SM"tE BY INC FOLLOWING FACTORS. FOR ASS OPERATOR m BE POSEURS. { � {I (SEESTORM flE ANCNdINCHm"46�{f)/ # STRTIC'TU 8' 7' 9" 9' S• B' 8` B' 8• B' 1 (8tT1Td,1) RWULm SRKM OBTAINED USING FACTOR SIPAL NOT BE LESS DON mwmm SPACRC (5E° N£eT 14) "'--'ED. f ELf"p 1rATI0N - 6' N/A N/A N/A 6" N/A r N/A r N/A 1 &. 2 tT�`) MOMdTEO FTxL 41C/N ANCHOR TINE AT AKTCRe tECElA). I I ) . 5)y `t i •Boo PLATE O +55A -72.0 8' '-e TO 7•-a' i-. I j i AoaueEo tt,�g.,,� I91 "Ea'AIx° WALL. MOUNTING LI TALIATION W.Ai-L AND FL�ILMOLINTING INSTALATILON SCALE 3/32'-1' 9' S" 6' B' 71/2' B' 9- B' B" 1 {BOTTOM) ALdt0lttYK t/4. ,fbe t/4'. Ile. 1/40_ { { - , FS,,TIDN. 1 SMALL- 3/6' . 1' - :SECTION 2 SCALE: 3/8' - I" - � �aa. 1 t t : N/A 8' NIA 8' N/A 6• NJA I # 2 (TOP) "C " ra ? P-GNP • Mom. RAP �/4` w tS5.0 -72A - 7'-@` TO 1r`-E` 4w. AirngR wo4m a 1: 3 ] Y T1x r.- aV' CIO B' 4- r 6' r r -6• 1 (BOTTOM) NOTES N um a.eM ctr>rNu. PAN . sM.:JIT'SL I "Trox : "niw.apNKE (k) '"' t ] a a ] 3 N a+ uo scREKs a r Dc w, r { T pr r E ¢ oaRka a"00 3 3' a,p 31/A 4 � � � � � � S ew4 lkL ER . Tlli Y- E J LIERNA11VE 4 U r. ilFE SAFETY STORM PANEL CAN BE LOCATED AS AN LT40 PANEL (FIRST OR LAST PANEL) 1 8 ��7ERxA1E L ALAIN. CA tBRE D8Bv4F� I1 .M1RA / YAi IT / - / /Y OR A5 AN 1,lt13tgR PANEL. (AHY PANEL LOCATION N BETWEEN END PANE ) B AT r RARtS. AT EAO P ,r tu_[ t„a, ' �1y( FLOOR Ma11M Caxnrteott5 AT (�Tfa wJ E pEpU y (n LIFE SAFETY PANELS .MAY OR MAY NOT BE INSTALLED ADNCENT TO REGUiiL,( PANELS At A u: 3 1M•.-*. r y/y. ..� - - _ t I rLa. 1t,IEwEo Pr3aTHmnN OR `�' IS/ OR W/o REGULAR TRACKS.) SEE NOTE 1) m t/4TA RBfa AN6 & Is mOr w/ MIAW ft AS.A I (SRO • S/0' ,•: FMY TCP DF NI4[) HOLSF A (SRa • 3' ik. FAOUN TDP OF MYb{Q APPLICABLE TO 2 1/i•I' I I-YOMY' E.S. D I M o.C. ai 2. F#E SAFETY PANEL L•oNs6TT; OF O:o38` G4LYANI21]3 STEEL STORM PANII A5 SECTION B-B rNAiCt+ TOWN TAPfM- SECTI0N5 { a MA1oMLW PAN¢ 3' 1/4-.-gym PANCLI ATE nWa n oI ALTERNATIVE WOOD FRAME COLD 10 l� ..ANCHOR LOCATION PER COMPONENT SHEET 2 ORARINC. + COMBNAnO LENGTH "L' (R:) , N/HINNNIiry _ _ vm - ,m 1rGf'EEAM 0 rxr To w , , � BCAE• 3Ja` SCALE 3/32--T• of THEM ,,�µAAI j 3 ,PY STRUCnRtE. M•TTSELF I. BE REMOVED DR INSTALLED FROM THE #MOE OF RAN° a\�t1�P A• TI`(/ PLATE NONE : 9NT1tR "WKS xm SHOWN FOR CLARITY +49:2 -61.5 3• i 3- 4 1/Y 4 , 2' 2 (BOTTOM) 7'-8` OR LESS VQ •• ✓ NHnIr1N AAAIARaxnuFNn ?r J EMstc`.?' yjAi.L MOUNTING INSTALLATION �"�p.Tittl� 3. BEE SAFELY P REOtRRES TOP iRACK m COMPONEN 0& BOTTOM TRACK TO a` p, Tlt(/ +52.8 -66A 3' J' 4' 4' 2 (807Tox) 7•-a• OR I.E55 s .t� ...•.. ✓ LL! BE As I'ER SHEET 2 of iH6 DRArRNe. oA4,Q�,.•••• •T " +sa.o -Teo z 1/z' z / 2' 4'- a 1 z BorroEr) 7•-s- OR r.£ss ALTERNATIVE 1 W .�y L•,. '� COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 t ��{1,�r • �•fNS � �, I I !2' t _ , No. 44167 •:,IR � 9oYE 3/s• - 1• syT.�`Z�.' JCEH"C s �+ 2 ON THUS SHEET, A5 WELL AS DETAILS 1 a 2 LRr SHEET 14, �."Ty1 F '% +55.0 -M.O 2 1/2" 2 1/2' R/A N/A 2 (BOTTOM) T-6" m e'-o' ° it : * a FLORIOA BUILDING CODE ID h Yetaci HuMcanB Zoro 3 = FLORIDA BUILDING CODE FU Velocity HuMaone Zones G FLORIDA BUILDING CODE HIj,, rr(can° Zone 4. Mir:. LENGTH F'OR COMPONEM ®S. 15'. s NG• - 4Amo ntmD. rc +55.0 -72.0 N/A ; N/A 3' 3' 2 (BOTTOM) Y-6• TO a' -a" KIM Wnm; NO, FP. �• I'm Txnm• NC. rP. � Q MOIL ANCHOR SPACRiG FRM COMPONENT ®ANCHORAGE AT BOTTOM IS GLEN ON : ,k : 20 .GAGE GALVMNZED STEEL rP' - F A,; • DRNNN eF: Z * : owrN N: SCHEDULES 1 a z, SLEET 14, a`w B., .q4 •.n., ittR1U ��. Of A'IO = Z P 2d GAGE GALVANZED STEEL STORM PANEL A 20 GAGE GALVANIZED STEEL STORM PANEL COMPONENT L� MAY BE PERMANENT OR REMOVABLE. Z #' C a o7/ae/Eom Ai,' • " •. (� rl/O]o I. x6TKUnDNS ARE aNLY VALO FOR SLALOM SKIN A.S.. L7E4GN LLYES LIP m ST W ---- o''• GLOBAL PROTECTION PR Dpa / �+ / A GLOBAL PROTECTION PRODUCTS, Lla. seas. -7YA P.T FAC wiEL's Lr3wTx RF m e -r. °p • F! R(0 w,- _ GLOBAL PROTECTION PRODUCTS. LLC. D7'D„E 10 S SEE OELALS FOR NSTAU.ATION INTO WOOD FRAME SUL.DNGS ON SHEET I5. : 'p '• DR T G� I L E C O I NC. 4em iw. ST 5fi�:T Z< FOR:NhY! eDOD FBAFS Ca61RUCTKNC waoD MEMBERS m BE. SDYTNE#i •I FF ••.•• •••• �.. I L E C O (Ua. 4•m sal, SI SIflFET Z �0,4: ••. ,,:.•• 46m tar. 3, 61'N ' aNr OM Ft. U314 FOR NN. 2. W/-SPECAIC oENbYtYr>F 0 OR EDUIY.. 41'i SSr AlF"A. � a .ANY OAS. n 3n1'4 24-476 S. SEE SHEET 4 FOR DETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 'A4y.�s UHA a ANY w+nE: FL VAX,' + PAS+pa3 n,..,uA ..r.:.omr en»,N, NiN INIMAN 14YM:Irrp m-,m.Y-, aoq m-re, 20-178 An A KR. Ae. a e. x eweaA A 3Nr vxnue (.DF 7s+A r,tY leases mcT S �. xK oRn w 30A FEB R >nn F,IdK: (9K34✓N"7sa6. FAMt 2d-176 aW; 5Rw 3,» ra wA. amve. Pr Ora P11WR: 1664)om-laa. rAa: (NNkMI-BTr7 qA ! SPACERS AT TRACKS INSTALLED AW ICIENT AND BEYOND TO Sn=/WOOD S4ffi�. YIINI 111 LA 'rI-.. den'LiP,-IAA. M, oep..Il-,411 a. rRYln:.: - P,E SOe/ NN4L /RAN CA-66G$7IO . OPA7NF4 M. PA» SEAd'WON1'NRE/DaE W-Om$7N9 +I. M.E.. .o .R oxYPNe Ka P.E. G4.0drrAtl n. ow:. w .wiRr .s oRNN/G Na: 'MINTER A. HEAT P.E + nm 1 WEE, ,3 M 28 WAUER A #r-i PF.. r 4,., ., - . - OW 14 OF >Po wALTER A' µ. P.E, , IM - » WIRt IS or 2e J SHEET NO. SH 1.1 S{fiitt)N A -A WALE 3/11r-1- � Ak � • h.• A u.;a a.Y. a �. �... ,.... 1. L A - • MAXIMUM A.S.D. DESIGN PRESSURE Mox. PANEL LENGTH L (tt.) MINIMUM SEPARATION PANEL (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0; -72.0 8'-&' 2 3/4• UNBOLTED 2. F b ;IH an WALl MOUNTING INSTALIATION SESIIIIiw SCALE 3/a•�1" SM 1. INSTALIATIO S ME ONLY VALID FOR " DWOS WIN AST. Desm LAMS UP TO +SSS. -72.0 FSF AND PANWS UDIM UP TO W-6•. 2. HER NEW WOOD :RAMS CONSTRUCTION, , WOOD male RT. TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DESIfY OF 0.55 OR EaUAL a STORM PANEL PANEL'S EO UP W/ HEYI m EDGE. ISOMMIC VIEW DETAIL A ROUNDED CORNER OENDS OF PANEL'S END UP W/ HEMMED EDGE. (H.Ts) g� 8 L Q7 3'x3"1MaXA) ALUM. ANGLE �I� .A w .055' (TIP) ---.75w--- O STOP BAR T1" LONG 6003-75 Alum, ALLOY No. 44167 Z.000" f 125" .750' "J". TRACK No. 44167 PA. •LVRNVR OVIWInV VWC ' s em'At 1AtEco, aNe 2() GAGE GALVANIZED ST 1 Etr E� O I�Ke� t lfUL PROTECTION L V REVERSED 'h* TRACK w I ["q� (Tra ) (J: 1 t 4 606T-T'8 Alum. ALLOY RIGA BUILDING CODE I 20 CAGE GALVANIZED ST LOBAL PROTECTION OPALS n. 4 PFKKE:. iRs4)Ry-Taa F. T25" 2A00" 2O GAGE GALVANIZED ST •IIAi• PROTECTION D.P. AMD 0 MS.. W/ kl1T L J 125' A.•ANGLE 1 INSTAUKION DETAILS FOR OPTION #2 FOR LIFE SAFETY MRM EIEL SYSTEM INTO EXISTING POURED CONCRETE OR COME BLOCK SIRUC 'URES 4 4 TAPCON ANCHORS �4' TABOO! ANCHORS /4' TAPCW ANCHORS 4' TAPCON ANG1gR5 f 9• oz,: a 9' D.P. to 01 D.P.OMR o B• o.e. POURED WHO POURED i `.. BLOCK -` 84OCK EOBLTE. ,i ` BOCKtxXOCRRiREOUIRED E.D.♦ ueFD COAL i eM qN kHRrIq pM + lai1N4 YM T MASS la L� Y Y W 'rck'W' &at; aw Ae r oe 1/G2_ +, .3(#"ss. w3 WX ! V2• _ r! 1'�4'e-2a3(4"S.& ws. W/ ' 1 t l/aYx3/32 WeHI NUT WASHER I 7'/6'ex3 32 WINS NUT WASHER i > 0 12 t/2" oz. '�i a"o . 3/32" wx+e NUT i � r "r 3/32" WEEP YVASNER 4 12 1/2- 04C; P NUT .WASHER (SEYGNO) , d TAPPPN ANCHORS 3 1 4 TAPCON ANa10R1 ! 4 lAPCON ANCHORS (STAGCBm W/ STUD) �4 1AO4FAED W/ STUD) iC. # i/2" O.C. - OCONgtEIE BL00KSLDCK OR C IE SLPCM -POURED CONCRETECONORM O0000NCRETE BLOCK CR O�t� F BLOCK REODNIED REWIRED REQUIRED Romm TALLATICIN crtmrlu ><, WAd L NLL QUHMItI IATION W_ d�_Y11L4TAt E OUIMNG M CTION 0 REP" PANEL 0 U � ANEL d Rf PPAANEL � �t� s�AF PANEL SCALE 3le-l' SCALE 3/a -I' SCALE 3/6'-1' SCALE 3/S"•i •. A MCO Piet � r x AN4NOR TINS : �,1N1µiNNiw,gl, KE ARE Wh" MOM SPACOM AND MNIAAJ ON o IOZsraHmuEBW"4 E0. LtSfr W�W/O TEu - f =;W m �,'i��P°r,•• r,ENSLc - - eear,. ser 2 FLORIDA BUILDING CODE HI h VOlooffy Hurricane Zone smm" PENCE AI mcft sPAme BY - � _. "TIUM SPACM SHOW ON 3aE01R.E "a L6 (oz mmm IN= � No. : •k 5 Sao ,NuGto. Art 20 GAGE TUU_VAMM STEEL STORM PANEL p�r,'P,'ar. BY THE FOUDOW RCTRIL FOR THE S° NTo K NOT s,fr - '* TEI3.......W.a. eT/f,/xmF BE LESS THwH w"m »caw wo1ATFn Oqt. =;P:E�t� 11 L 1 E C �,i The. GLOBAL PROTECTION PRODIICiS, LLCFOM OOHH ANWHOR TYPE ON nw SaEaRE 3' ,m p•RLd - A 44 R. =BIKE* - 3 1. 4,tt (cS`•, ..a=xa, kw. a r woa a�aA n aFaN ft** 01""-75W FAX, (W)M-am 20-176 4'ry SITE f N � Nw» � tmP m-,u , R . m-HEN sar . aM M. � oRHxala NmY WNNl MW�€.� TONNE-'G-0006%ti x aW,IIR.A : N.. PJ% - tRQi,T OF 20 KII&A KIWORE11411.3 Ji;�J � I��i 1 ---11 i%Jil 1 4 . P-R.rew.i•i i 1I� I. ISTALATONS ARE ONLY ViWD FOR BUUWM WITH P.S.D. DES" LOAD$ UP TO +504, -72.0 PSF AND PANELS LENGTN UP TO W-B•. 2.. FOR NEW WOOD FRAME CONSTRUCTION, WOOD. MEMBERS TO B SOUTHERN FINE NO. 2. W/ SPECIFIC DOWN OF O.SS OR EQUAL 3'/24 �} (sF€ ND1E 2 BE1DW) V/24 B► 4'/24w Q'/ oR F(b (So: Mort 2 Book) AVEL) (RNTEaKIR PA+Na) ONT7tlOR ,VNEL) (aNTMOR PNffI) 60 X R' zx+eaar I till II 1 11111 111 II i �.sBaa.mOW 40 % 'L' 3EE-aecinla W s�. >ELTx , 1. MIA, NOTE 3 OR )e/ OR W/0®.Q • UST PA1A0,- _ (} TD Be INSI� U FOR OEM L+ T ALWAYS W IFFAR !#IDLE 1R E MIALL ISROM I TO BE IN3TALLE0 FROM -_ MDWF 3/N. '+ T• INSIDE OF SIRUCtUw- r-T1r w>w aAP �,Is• ,Aw. SAP cr dt(jw-wo(D•© SECTION A- SONS 3/3Y+1•NOTES 0). DEF N= OF SERE 2=,, E - 2 HAND STORM PANEL SYSTEM CO MMINO OF PANEL + ConL TRACKS TOP a BOTTOM, [ (2). r PANELS PIALL ALWAYS BECONNECTED TO 90TrOM TRIER OTHEINU A Stop am aSbMLL BE PROVIDED AT TOP OF SUCH PANES. / CONSIST (�' R ID T BOTTOM iRFCK WM 7KIN ASTENER51 H YE BE AT E'RHERTHL OF THUMBSCREW EXTERIOR FLAT FLANGES OF END PANEL W- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK Mc A STOP BAR S ONLY LUSED AT YOR) AT LEA4T TWO PANELS SKA L BE CONNECTED TO -BOTTOM TRACK USIO SPECS INO1CAlEb ON NO'RE (3) ABOVE. W SUCH CASE, CONNECTION OF PANELS TO BOTTOM 7RACI( MAY OCCUR AT ANY TtANEL.'LOCATION. (5). SEE SECTION 1'. 3'. 4c 4. ON SHED 24, SEE ANCHOR SCHEDULE ON 'SHEET 2S, ""wirAiiarriABRi�NieeWirs:`swwri' ie`IWwilei�'"•-••�"-u�Fx~ `` G_, 40 2 'L' amm Ir (TiA) WYpBOE sW;,- G 1/2'; TA EAF1LSUg ATRN4f]I41R PAELS.H ,� - - • UMT P - 1yT an 70 B METALLED AT Fi,A/Hl 1NRIWw SHASALSWYS # Wl liFAR rN:VOLE 10 FhC UT a/SOLL€IFRLW Iw a BI1RµLEG FROM 7/4" Nor. SAP Tt4' H.. GAP-J 1 SFCTIQM 6-8 . F (1). : E - 2 HAND STORM PANEL SYSTEM CONSLSIXNO OF PANEL + VL TRACKS AT TGP & PANELMATE PLUS ON 15" LONG T BOTTOM W/ PANUMATES, (2). END ELPANELS MATFS WSED MEANS Of .1UINTLYOW/ ifi�LTOSILL WALL ONG TRICCK BO TOM, PANELS WINGD NUT PoaRBED DUCOBI/4'EDi-[i". M�. 1'HU4IRUSTAPPEO E%CEPF AS (3). FOR GASES WHEN END PANELS ARE USE JOMLY W/ 15• LONG Q AT BUC no PANELS ARE Not CONNECTED TO BOTTOM &.91, NA STOP BAR SW.L . PROVIDED AT TOP OF SUCH PANELS. (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY MLUy/AaU WO USED ROANS TO EXISIM SIPo�GWF�NGINSTANCE.0 3 SHNGWFi ON ELEN'ATIO AIMACM mTC TY 3MA ONE INVEIVOR �1 2' NOS NEED TO B CONNECTED TD ,(2? ANY AI£ANS. TRIG 10 Y y SUCH THAT' ADJACENT PANELS(E LEES k RIGHT S DE OF 4iy, THEM aVERLAPS DETAINED BY. INUAUKION DETAILS INTO EXISTING 1 4 ANC TOCON HORS FOR POURED OPTION #2 FOR UFE SAFETY STORM PANEL CONCRETE OR CONCRETE BLOCK STRUCTURES tja^ T!'PCON ANCHORS SYSTEM ( go" ac. POURED CONCRETE nw 1 � 1/4• 11/4' CL CIO NIaON , ,/4's 1/# i SEE aHET:T ,0'! 2D FGXT T,1±E t TAPOON >mnaND FAR a11TMLAlaS rNro NQm anMPnin rWwW T)a) 2 3 LNAMW,ANCHOR �IaNOS AO aaHAH,ULI mcE oarAAtE ARE nmxATm W Was •maanAox r.am.a p+J 3 3 $tf' fFMR.E FOR F.O. LESS ' faW EiDICAiEO ON PAAFk 6aa.Y 1.�1t W 3 b ijII saEn1XE RETIRE plalgl st' eY wamrlNa SwLaln SNo:MN 71N SY2WdAF AORSL Ea pEii L t9CPoR BY THE fOtLON/R FUd'TCYtS. FOR 1faS aPESUgIN ro eE NSSBE, RRuurFo 5PkMR DIMMED U�w FACTOR SHALL NOT k , - B LF59 THIN HImlOM SPAfiw aMNPMED 3• fm im Plk9 BRAN AHXIOR TYPE ON'n05 $OSNEd1iL 3, G�61. a=- VA1.63 £-2 HANG ST(16it PAN®_ mmm 1. E-Z HANG STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P-ED.). HILL BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th WITION) OF THE FLORIDA BUILDING CODE. DESIGN VAND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE MOSHUTTERSW MEtIflOTHESE BeNED CODE FOR A 0W SPEW fYSFACTOR KK4-06s u ASCEOICTION 7-16 AND SHALL NO EXCEED 1IEE 901MUUM (A.s o) DESIGN RATINGS INOMATED' ON SHEETS 25' M: 26. IN ORDER TO VERIFY THE ABOVE CONRRIOI ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-iS SHAD. B FIRST REDUCED TO A.S.D. DESIGN WEAR LOADS BY MU.TIPLYIR THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.D) OEM PRESSURE RATINGS INDICATE$ ON SHEETS 25 k 26. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SRRMED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED W THER ANALYSIS, FASTENERS SPACING TO WOOD HAS. BEEN DETERMINED MN ACCORDANCE WITH N.D.S. 2015, STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORI', IW- REPORT ( 2032, AS PROTOCOLS TAS-201. M-202 AND TAS-2D3. 2. THIS SYSTEM PAS :BEEN DESTINED TO BE INSTALLED ON THE OLUSS)QE OF RILE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIT, THIS. APPUCATM IS VALID WHEN M1ST'M:SA7ION IS INTENDED TO BE PERFORMED FROM THE INSDEOF STRUCTURE. 3, SERIES 1DDO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAI.ATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 4. SERIES 2000 INSTALLATION S APPLICABLE TO SAGE AND DOUBLE HUNG AND. HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO B PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM EX1RUSIONS TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 6, ALL ALUMINUM SfW METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET` METAL PANELS SHALL fOA STRUCTURAL QUALITY STEEL. ASTM A-453 OWE 50 MIP., 64YANI2EZ1 STEEL DESIGNATION W/Fy- 50.5 Nal (AFTER ROLLED). 9. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN 50016 W/ 50 1W YIELD STRENGTH AND 90 W TENSILE STRENGTH NN "LL COMPLY W/ TiARIOA BUKDILG CODE SECTION 2411.3.14. 9. BOLTS TO BE AMU A-= GUJ.VANZED STEEL, OR AM) 304 SERIES STARLESS STEEL WITH 36 kai MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL SHALL B AS FOLLOWS: (A) M EXISTING POURED Ca" : - 1/4'0 TAPCON ANCHORS AS MANUFIHCTURM BY LTV. BUIWEX. INC. (MIN. V-3192 P.a.l,) 1/4- A X 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. f', 3DDO P.a.Q 014-10 PAN€LAINTE FINALE ID NI PANEIAVO PIOUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (Fc-3350 "34 AI) WW" EMBEDMENT OF TAACGN ANCHORS INTO POURED CONCRETE SHALL B 1 3/4' AND 2• FOR PANELMATE FEMALE O k PANELMATE PLUS. A2) MINIMUM ENLBEDMENT aF ,/4'0 X 7/r CALK -IN ANCHORS 94ALL B IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL 5H1M1 6E PERMITTED. 1/4- a-20 SS SXNWALK BO.7S USED SHALL BE LOIN ENDUCH(SMAD ANY FINISH MATERIAL OUST) TO ENGAGE 3/4' INTO ANCHORS. A3) IN CABS THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLtXdR, iA(:`HORS SWiU. B LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMND SUCH PANELS. ANCHORAGE SMALL B AS MENTINED IN AI) AND 1N A.2),. (B3 IO 3.iYs34.NG bNTc WE -WALL 1/4. 0 TA'GXNN ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC. 1/4- 0 X 1/0- CALX-IN ANCHORS. AS MANUFACURED BY DEWA.T RNC4 (F'm-1500 p.a.1.) - 114-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLICTLON PRODUCTS (f.-2071 p.aL) 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANaWTE FEMALE O h PANUMATE PLUS INTO CONCRETE BOCK SHALL BE 1 1/47. B.2) MINIMUM ENISMMCNT OF 1/4'0 X 7/0' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT WW ANY FINISH MATERPI4 SHAD. BE PERMITTED. 1/4" 0-20 SS SIDEWALK DOLTS USED SHALL B LONG ENOUCH(SHOULD ANY INISH. MATERIAL EXIST) TO ENGAGE 3/r INTO, ANCHORS. 63j IN CASE THAT PRECAST STONE. OR PRECAST BETE PANELS B FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEOND SUCH PANELS. ANCHORAGE SHALL B. AS MENTIONED IN ELI) AND IN 6.2), (C) A MANUFACTURER. INSTALLED FOLLOWING ALL OF THE RECOMMENDATONS AND SPEOFlGTONS OF THE ANCHORS 11. H SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SRAL ONLY B ATTACHED TO CONCRETE. BOCK OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TO WAL/CAULX ALL SHUTTER COMPONENT WOES WHICH REMAIN IN COWWJGUS CONTACT WITH THE BUILOING TO PREVENT WINO/BAH INTRUSION. CAULK AND SEAL, $!HIPPER TRACKS ALL AROUND FULL LEWI& STORM PANEL IISTALLATKXN 94ALL COMPLY W(IH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILOWG AND ZONING REGULATIONS PROVIDED BY THE )URISOIC ION WHERE PERMIT IS APPLIED TO. 14, ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM P94M SYSTEM- IS PMENF P1NDW 75. (e) THIS PRODUCT EVALWiION AOCUMEHT (P,E.D.) PREPARED BY THIS E'NGINQR IS GENERIC AND DOES NOT PROVIDE INFORMtTON FOR A 39E SPECIFO PROJECT: (.c WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED- 01) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTAUAiON INCLUOM LIE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROYIDE'D HE/SHE DOES NOT OEVATE FROM THE CONDITIONS DETAILED...C94 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COHTRACTOR"5' RESPONSIBILITY.. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I• MODIFIED. (A) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMSR AED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL ✓E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGrN OF RECORD ACTIND AS A DELEGATED ENGINEER TO THE PIED. DONEFR, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWkOS FOR REZIEW. (a} THIS P.E.O. VW,I. BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSONAL ENGINEER OF RECORD THAT PREPARED IT. 16. STORM PANEL MANUFACNRER'S r M SHALL B LOCATED ON A READILY VIS 9LE LOCATION AT STORAN PANEL IN ACCORDANCE WATHt SECTION 17DB,0.3 OF FLORIDA SU14DWO CODE. ONE LADEL SKNJ. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SEM" 1709.9.2 OF THE FLORIDA DUIUXNG CODE. CODE PANEL INTO POURED CONG,RRjE OR CONCRETE BLOCK sommax ON 4 �n 4 cae 4 wx yrR r as �� yaN SaP, Al -- -iWSW°I ;V a qq�� a'OAIL , A Ti ..� ipHE OKIOn � � f .•.-,ler7/4• j RA�EM a � F x�opC a6ttlq; It 7 i r g Ic MODAL.. 1\ i 5 1 1 L I - AM SMVUE 1 ! L L NuIAT�r �ilglp�'M 1 I 7S 1/4M11- I 1 R a 1 DHN� � s•`eaAti"Vun �, oa. � 5 i i i TT 1 F I I I 4 fOR Ow.s ss j t� 4 am 2/lRT1/� fjlf�- ss 9QiFau,E w. o GLI L � sEp&vjmIL r L Bo (W(kAtt�{B�. � MY "'.0. BONA, F r*aaaM�a" � 4�A95 � p�iOn a'GG+P } Zeno °rEMAP � } � oVFmAP � � ro SIASL raw 4AWaAP j t 3a �Qg.g� r Y N 1 N�d77777t.1 Ise j �".WW YMma 1 � �i palm �:�- ,�•'A-?blY4• wt EON.-WHI iE T ,w-...9 o.F' { atcxeat1 ,'(aE t«' -F ,.,,.) >nt31• MAl lP.-�8/9/t• kD E4 r ._f4amm r; tgfE , aOLM yal�t� 1r{y,,,... #• 1�4 IJAAI�SS f H412 I:... 1 WOK OI �. TL1ROiAL "A :�3[• IIOI[ 1 aF1iM') w ow)i (2 e ,r ac LJ D DIRECT MOUNTW(;, iNST. �' m1A � N ]MOOR TO CEIUN2 .botMNG INST. 9UILD- JT MOUNTING LNST. $sEcrl•$� �7 O SCALE 3/ai1" SECTION �� 3Ks.t�yL S,AIE 3/eat' SCAH.E 3/e�t" � :PNN�Oa,ONR HbP MNIlNfwl +Fj ,N�NE a MA At T(F Aa AS NAMi NA 4 q a rWMI " g are iris auD aNrotaaoR aka"' .,..e�tcFt +k1TAUATWH T[PY at YMaT m UCEN.I+a, v� ii 1I )7O .r,Ve 7YR raReNatlea DF se ... _ WI NO. 44167 -1 - FLORIDA BUILDING CODE NI h VdocP Nu can* Zone ANr sMr STATE OF Faom TAM= W- 2D SAM MVAN M STEEL STORM PANE Br DETAIL 1 co. tm i m/aa/kme a� 1 L E C O PROTECION PRODUCTS. TLC• aA,E 11r _ ,• vtEw x SSE" _ EMI. Hb ww« yRp�L '>YY:: 33314 I "am. (04)�Ta A. Fft (S 4)MI-em 20-176 VNwe c GTmY ao-,ReN . a x Paq A/*, am w OWa1Ri0 Ha: P.E �ARA9wWURE/oAfE cA-agOMT,A Ah,a DINNER A tj ERI-*1- XNR7 as Gr 2e -1--A N U N � N � Q� L «oa cY �e e[ O w LL cu W .Q a O LLIQ) V ♦ }B i O U O I..L U r��/� VJ LLI Q = z z Q J SHEET N0. SH 1.2 G�61. a=- VA1.63 £-2 HANG ST(16it PAN®_ mmm 1. E-Z HANG STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P-ED.). HILL BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th WITION) OF THE FLORIDA BUILDING CODE. DESIGN VAND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE MOSHUTTERSW MEtIflOTHESE BeNED CODE FOR A 0W SPEW fYSFACTOR KK4-06s u ASCEOICTION 7-16 AND SHALL NO EXCEED 1IEE 901MUUM (A.s o) DESIGN RATINGS INOMATED' ON SHEETS 25' M: 26. IN ORDER TO VERIFY THE ABOVE CONRRIOI ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-iS SHAD. B FIRST REDUCED TO A.S.D. DESIGN WEAR LOADS BY MU.TIPLYIR THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS.D) OEM PRESSURE RATINGS INDICATE$ ON SHEETS 25 k 26. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SRRMED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED W THER ANALYSIS, FASTENERS SPACING TO WOOD HAS. BEEN DETERMINED MN ACCORDANCE WITH N.D.S. 2015, STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORI', IW- REPORT ( 2032, AS PROTOCOLS TAS-201. M-202 AND TAS-2D3. 2. THIS SYSTEM PAS :BEEN DESTINED TO BE INSTALLED ON THE OLUSS)QE OF RILE OPENING ACCESSING THE OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIT, THIS. APPUCATM IS VALID WHEN M1ST'M:SA7ION IS INTENDED TO BE PERFORMED FROM THE INSDEOF STRUCTURE. 3, SERIES 1DDO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAI.ATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 4. SERIES 2000 INSTALLATION S APPLICABLE TO SAGE AND DOUBLE HUNG AND. HORIZONTAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO B PERFORMED FROM THE INSIDE OF STRUCTURE. 5. ALL ALUMINUM EX1RUSIONS TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 6, ALL ALUMINUM SfW METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SHEET` METAL PANELS SHALL fOA STRUCTURAL QUALITY STEEL. ASTM A-453 OWE 50 MIP., 64YANI2EZ1 STEEL DESIGNATION W/Fy- 50.5 Nal (AFTER ROLLED). 9. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN 50016 W/ 50 1W YIELD STRENGTH AND 90 W TENSILE STRENGTH NN "LL COMPLY W/ TiARIOA BUKDILG CODE SECTION 2411.3.14. 9. BOLTS TO BE AMU A-= GUJ.VANZED STEEL, OR AM) 304 SERIES STARLESS STEEL WITH 36 kai MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL SHALL B AS FOLLOWS: (A) M EXISTING POURED Ca" : - 1/4'0 TAPCON ANCHORS AS MANUFIHCTURM BY LTV. BUIWEX. INC. (MIN. V-3192 P.a.l,) 1/4- A X 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. f', 3DDO P.a.Q 014-10 PAN€LAINTE FINALE ID NI PANEIAVO PIOUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (Fc-3350 "34 AI) WW" EMBEDMENT OF TAACGN ANCHORS INTO POURED CONCRETE SHALL B 1 3/4' AND 2• FOR PANELMATE FEMALE O k PANELMATE PLUS. A2) MINIMUM ENLBEDMENT aF ,/4'0 X 7/r CALK -IN ANCHORS 94ALL B IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL 5H1M1 6E PERMITTED. 1/4- a-20 SS SXNWALK BO.7S USED SHALL BE LOIN ENDUCH(SMAD ANY FINISH MATERIAL OUST) TO ENGAGE 3/4' INTO ANCHORS. A3) IN CABS THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLtXdR, iA(:`HORS SWiU. B LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMND SUCH PANELS. ANCHORAGE SMALL B AS MENTINED IN AI) AND 1N A.2),. (B3 IO 3.iYs34.NG bNTc WE -WALL 1/4. 0 TA'GXNN ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC. 1/4- 0 X 1/0- CALX-IN ANCHORS. AS MANUFACURED BY DEWA.T RNC4 (F'm-1500 p.a.1.) - 114-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLICTLON PRODUCTS (f.-2071 p.aL) 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANaWTE FEMALE O h PANUMATE PLUS INTO CONCRETE BOCK SHALL BE 1 1/47. B.2) MINIMUM ENISMMCNT OF 1/4'0 X 7/0' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT WW ANY FINISH MATERPI4 SHAD. BE PERMITTED. 1/4" 0-20 SS SIDEWALK DOLTS USED SHALL B LONG ENOUCH(SHOULD ANY INISH. MATERIAL EXIST) TO ENGAGE 3/r INTO, ANCHORS. 63j IN CASE THAT PRECAST STONE. OR PRECAST BETE PANELS B FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEOND SUCH PANELS. ANCHORAGE SHALL B. AS MENTIONED IN ELI) AND IN 6.2), (C) A MANUFACTURER. INSTALLED FOLLOWING ALL OF THE RECOMMENDATONS AND SPEOFlGTONS OF THE ANCHORS 11. H SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SRAL ONLY B ATTACHED TO CONCRETE. BOCK OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TO WAL/CAULX ALL SHUTTER COMPONENT WOES WHICH REMAIN IN COWWJGUS CONTACT WITH THE BUILOING TO PREVENT WINO/BAH INTRUSION. CAULK AND SEAL, $!HIPPER TRACKS ALL AROUND FULL LEWI& STORM PANEL IISTALLATKXN 94ALL COMPLY W(IH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILOWG AND ZONING REGULATIONS PROVIDED BY THE )URISOIC ION WHERE PERMIT IS APPLIED TO. 14, ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM P94M SYSTEM- IS PMENF P1NDW 75. (e) THIS PRODUCT EVALWiION AOCUMEHT (P,E.D.) PREPARED BY THIS E'NGINQR IS GENERIC AND DOES NOT PROVIDE INFORMtTON FOR A 39E SPECIFO PROJECT: (.c WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED- 01) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTAUAiON INCLUOM LIE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROYIDE'D HE/SHE DOES NOT OEVATE FROM THE CONDITIONS DETAILED...C94 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COHTRACTOR"5' RESPONSIBILITY.. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I• MODIFIED. (A) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMSR AED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL ✓E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGrN OF RECORD ACTIND AS A DELEGATED ENGINEER TO THE PIED. DONEFR, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWkOS FOR REZIEW. (a} THIS P.E.O. VW,I. BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSONAL ENGINEER OF RECORD THAT PREPARED IT. 16. STORM PANEL MANUFACNRER'S r M SHALL B LOCATED ON A READILY VIS 9LE LOCATION AT STORAN PANEL IN ACCORDANCE WATHt SECTION 17DB,0.3 OF FLORIDA SU14DWO CODE. ONE LADEL SKNJ. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SEM" 1709.9.2 OF THE FLORIDA DUIUXNG CODE. CODE PANEL INTO POURED CONG,RRjE OR CONCRETE BLOCK sommax ON 4 �n 4 cae 4 wx yrR r as �� yaN SaP, Al -- -iWSW°I ;V a qq�� a'OAIL , A Ti ..� ipHE OKIOn � � f .•.-,ler7/4• j RA�EM a � F x�opC a6ttlq; It 7 i r g Ic MODAL.. 1\ i 5 1 1 L I - AM SMVUE 1 ! L L NuIAT�r �ilglp�'M 1 I 7S 1/4M11- I 1 R a 1 DHN� � s•`eaAti"Vun �, oa. � 5 i i i TT 1 F I I I 4 fOR Ow.s ss j t� 4 am 2/lRT1/� fjlf�- ss 9QiFau,E w. o GLI L � sEp&vjmIL r L Bo (W(kAtt�{B�. � MY "'.0. BONA, F r*aaaM�a" � 4�A95 � p�iOn a'GG+P } Zeno °rEMAP � } � oVFmAP � � ro SIASL raw 4AWaAP j t 3a �Qg.g� r Y N 1 N�d77777t.1 Ise j �".WW YMma 1 � �i palm �:�- ,�•'A-?blY4• wt EON.-WHI iE T ,w-...9 o.F' { atcxeat1 ,'(aE t«' -F ,.,,.) >nt31• MAl lP.-�8/9/t• kD E4 r ._f4amm r; tgfE , aOLM yal�t� 1r{y,,,... #• 1�4 IJAAI�SS f H412 I:... 1 WOK OI �. TL1ROiAL "A :�3[• IIOI[ 1 aF1iM') w ow)i (2 e ,r ac LJ D DIRECT MOUNTW(;, iNST. �' m1A � N ]MOOR TO CEIUN2 .botMNG INST. 9UILD- JT MOUNTING LNST. $sEcrl•$� �7 O SCALE 3/ai1" SECTION �� 3Ks.t�yL S,AIE 3/eat' SCAH.E 3/e�t" � :PNN�Oa,ONR HbP MNIlNfwl +Fj ,N�NE a MA At T(F Aa AS NAMi NA 4 q a rWMI " g are iris auD aNrotaaoR aka"' .,..e�tcFt +k1TAUATWH T[PY at YMaT m UCEN.I+a, v� ii 1I )7O .r,Ve 7YR raReNatlea DF se ... _ WI NO. 44167 -1 - FLORIDA BUILDING CODE NI h VdocP Nu can* Zone ANr sMr STATE OF Faom TAM= W- 2D SAM MVAN M STEEL STORM PANE Br DETAIL 1 co. tm i m/aa/kme a� 1 L E C O PROTECION PRODUCTS. TLC• aA,E 11r _ ,• vtEw x SSE" _ EMI. Hb ww« yRp�L '>YY:: 33314 I "am. (04)�Ta A. Fft (S 4)MI-em 20-176 VNwe c GTmY ao-,ReN . a x Paq A/*, am w OWa1Ri0 Ha: P.E �ARA9wWURE/oAfE cA-agOMT,A Ah,a DINNER A tj ERI-*1- XNR7 as Gr 2e -1--A N U N � N � Q� L «oa cY �e e[ O w LL cu W .Q a O LLIQ) V ♦ }B i O U O I..L U r��/� VJ LLI Q = z z Q J SHEET N0. SH 1.2 -1--A N U N � N � Q� L «oa cY �e e[ O w LL cu W .Q a O LLIQ) V ♦ }B i O U O I..L U r��/� VJ LLI Q = z z Q J SHEET N0. SH 1.2 «oa cY �e e[ O w LL cu W .Q a O LLIQ) V ♦ }B i O U O I..L U r��/� VJ LLI Q = z z Q J SHEET N0. SH 1.2 V ♦ }B i O U O I..L U r��/� VJ LLI Q = z z Q J SHEET N0. SH 1.2 SUM AS.D. OIL Mm1. MN6lAOI SEPWRMtON pA __T,. MPLN�{BLE 10 lG pA4r: {SEE } TO C9.AS9 OtlN01IfOw SEORONS +ei,a -733 70 OR LESS 2 9/Ir BOLTED • 1% 2'. 3% 1'W. 2•W & 3" W 460.0. -75.3 70. 1M LESS 2 7/a• BOLTED • a' & 4•W - MVSLOED/FROM-"BOfiWI OF PANEL. 8 WINUNUT AT OVERLAP 8 40R of PANEL LEMON SMAXIMUM 1 .O, DESKH MAGMLN MOCK SPACING FOR L 0.. 3 1/2' •• APPLI L'A '.-'PjR! CUBE TAP00H5 GI.K-IN PANELKiTE FEMALE 10 PAIiFtMAtE HILTS AKY O (P:a:f. 10 CO kTEJILOCK To comertm 70 CONSREIE TO CONCRETE 70 CONCRflEBLOCK To QDRWW 10 CONCRETEaim 170 CONCRETE OF12' N/A 12• N/A 12' N/A 12• N/A 1' ill 3'* to' 3• 5• 4" 5' 4^ i (E 12• 3' 12" a• 6• 6'. a" 6" 86.0, -75.3 N/A N/A N/A N/A -. N/A N/A 12 1/2• IT' 2' (E 7- N/A 6 1/2• N/A 4 1/2' H/A 4 1/2• N/A 3 12• N/A 12' N/A 9 1/2- N/A 9 1/2" N/A 3' 0 t2' NIA 12' N/A 12' N/A 12' N/A 4' t2" 9' 12, 9 1/2' le 1:1' 12" Ill +' {E tk LIMITED 70 1M.0 Pmf. A.S.D. DESIGN PRESSURE PATNC. #SEE SHEET 26 F311 ANCHORS TYPE & .SPACING FOR 0WALUTKINS INTO WOOD MINIMUM AM" SPMOM AND LOMMUM EDGE -DISTANCE AIM WONTED ON THIS SCHEDULE iORR.E.a In$ THAN WOTCAIE4 ON SCHEDULE REDUCE MORAL SPACING. BY AXIIPLYM IPA W SIM ON SM40M An 7HE FOLEOWINO FACT, FOR. TFBS opow ON toK POSSIBLE REDUCES IMAGING OBwAWm USING TA670R 5 NOT BE Los YNAM umm SPACING INDICATED FOR LAW ANCHM TYPE AT AiCIJORS LEGEND, NOW TVE 1/4. 1/4. 1/40 1/4. INAM Rw10AY0[ CAM -ix W., A ILR VACIMS 00 3 3 3 t 1/2 Whednwot 6 Oki ''a`""J awes trek SIR) 3. 3 ] 3 's s 1/2 3 ,f2 4 TINTING NA ARE PAD10111 I, - - 2 ,Ep y IDO - 1Dp ,OS 3 1 .140 RAG + REQUIRES Max. 05TANCE BETWEEN BOTTOM AND (1) TO SE I/rr ++ REQUIRES Mo . DISTANCE BETWEEN BOTTOM AND ® 70 EIL 3JIr 3Em. AL 20 GAGE GALVANIZED STEF VA_ GLOBAL PROTECTION P' Ca �% trte. .. .... COMPONENTS .: - (SCALE 1/2»i') (TOTAL 12.300" (EFFECTIVE WIDTH) - .1Y3• {{ 1 fit! Q dl 51Ef1 TY ASRM AQ53 iYP. Lw GAMv. 45 ---DETAE. A m NINE ( _ _ __-___ 1.350" fl "3L_.Ia1as0^n., FNOS SHAD. BE SWAM ALWAYS FROM LEFT 10 now W/ lIr LEG AT END AT LEFT SIDE OF PANEL PANWIT END LIP - w 3LD.05` _ i4•a DD2" •- ir E ISOMETRIC VIEW DETAIL ... - ROUNDED CORNER O ENOS OF PANELS END LIP w/ HEMMED EDGE. z.378•--G (N.TS) 2.50D' 1 072"') tL Jt } 2124^ .09Y 1.3CM' 1.2� 0' 00' .165'�} .ODE t0. '� 33Y8• I 1.571' R(p f,SC lb •2.000 i i V84• •y. 1.015• HEM EDGEHEM I 2.125' t. - .I.__. K7A0. A K C ANP _ . TOP EDGE 0.024 OF PANEL GALV _ PANEL .1 e27o` 3s ("_` .(fop✓�I�') I Ja.625 0.3)5' Y� �. ;957 e� f MYx .Ed3' Kt + .825: .13.' r �C� Dorm ® E WASHER lQi Er MOLE AT PANEL 7105-M154 ALUM. ALLOTA "•ice _ p Alf, ^6 e ,.zso .375• ® SiFEVE 2 1 /8ot `(TYp) L MAX, LENGTH :193' i 3.750• 125' z.D'Do A # --2,548",--^-.•f t" 118" ( 'H' HEADER $ 'U' HEADER: t.c3Gro V :l ��` � �..___r" MIN, T0:5.. ((R SL�E���EV��E��I� MAL Add 374• -3V00• Will -TES ALLOY oea' .3- I A70• TAN. 2000' + 7 Y, t.125' .860• 2 f 1201' Liza' �. b �HnN' Q�'AHr• oSOT •2.000'--+ t -SEE SECTIONS-- J ..._1W L MIN. 204 1@ BUILD -OUT "FAA ® BUILD -BUT 'F41 TRACK @ WASHEREp WIHGNUT 2.DGD"- j 1a ANGLE tS 'J" TRACK @ a�"�'sA TMANµyy 1M1E/4' WADE) (USE ONLY FOR E Z HANG STOW PAN SYSTEM) 600-TO ALUM. ALLOY i • 7 ND, 44167 i FLORIDA BUILDING CODE Non ► $ s: ixO2a n1ua INC. 24 GAGE GALVANIZED SHE# •o'•, STATE OF GLOBAL, PROTECTION P 111. E C O 1N�. � 6W. � s SAW.: YL mt P,ORN: 616F1N11-16NL FAX A,. ,AaVV xr, xal. &, ,A" eNaoK rt wWA TRACK ANGLE (ZAAAAC 3 AUDY) ALLSEA/91O1Wt lQME wALtu A itMLF FLCWaA Ale ,ir. P.E. 4atir ,L, m iT-Na _ .^ EX ca EXISTING CONCRETE REWIRED TM ULE e�:r) BUILEI-OLIT MOUNTING CEILING AND FOOR, MOUNTING SCM.E 3/8»t• SCALE 3/8.1' =�a1� i E.O. • EDGE DISTANCE NOTE FOR OOMS: BINATION OF SECTIQN- $ C (SEE SCHEDULE ON TOP & BOTTOM MOUNT9GS CAN BE i� SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE scHl SHEETS 9 NCRETE ANCHORS I Z SCHEDULE ON mmm 9 Tt.iOUGH 10) 2 TIC I 1 �:A SPACES ALL DEST %15TptO POURED CONCREI'E� LENGTHS ER CONCRETE BLOCK i' MADE 12 1/r SHEETS 4 Stu 3/5.1• IG d4167 . 24 GAGE GALVANIZED 5TEi /STATE OP l �1L EC O inc. GLOBAL PROTECTION P OR10:aC�_ re'"..'1tlireT3n ,mJOA o°m"0"e nt" xRx><na+)aroOVVIIIa R.3m txW oISrMicE am tP+ANEL OR LESS Max. 3M/16 .. tttt Max: it STUD 0 aI I * 12 a i 1 R a i2 lIr EVID N AT TE nEVRLLW F i z5 IN STUD OR DOITIONAL E LENGTH IS 1 TAWTONS INT -MDx. PANEL LENGTH (SEE SCHEDULE ON SHEET 3 FOR & ON SHEETS �9& SPACER V, AM VET. FOR PACERS O 11 ON m* INSIALLATION iHANG STORM PANEL INTO EX15TING WOOD RRUCTURES SCREWS a 5. 04 W/ 11-VO LAD SCREWS a 6- aC. W/ 1 t94". THREADED Ti01 TU EIISMLO WOOD WAOM (3 MA 2"xa" WOOD ETRRTION �JY IIEOLAREG . W� PATOR ON EDGE - %14xi• SAES. -O EA ENO O S y 1 4•f- 4" 20x.TJ ?RUNS "' W/..yq./#'Na/S7` ly Min iNNEMED Y. ERG7/ /2• PLR 10N To INSTAN0 W= HEADEii. DETAL..H 2+F & NDrE u . ,RELGiwI : W" Nor¢ MNYdAATfT or EVERY Giro.) 6 i6 AA,imi. P ai 4 i1 Fw ERN N' (D 1 R 'TP-) 7 0-0.- {SEE /2 DETAIL i 4 l # 4 5. w/ SCREIY*NOTE 1A BELOW) SCREW a S•. GO. Wl m L PM'EUNAATTE PTFiS mo Olt PI7kTRATx7N w /a • 0 4' FLATR ON EEO,IPED FLAT OR ON EDGE 2 9/ti• YxxSDMMTOK To CL4S& ! M.84"11 2G+cT/4' !� Ar *pr - I ME FEMALE AD 121/r as ALjE@j}gTFVE 1x'W SCALE 1/4•.t' j k 1. INSTALLATIONS ARE ONLY VAUD FOR BUS0NG5 WITH ALSO DESIGN LO" UP TO +"0. -75.3 PAN AND PAIL'S UENOTH UP TO YVµ1iNNNNA{M R• 114 i 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO HE SOUOIEKN POE Na, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL aaON •� 4wT� •` `. EN : a 'xi(E )° V No. 4 SSE MA .REOUIRCO a4 PDR QF 6HA AT' TOP AS i1(�� 4Q x .. jr WELL AS tiN1t#L COWECTgN TO TRAam OR AT IOFTOAI, 9R9ED ON t 000 OR 2WG HIRE ON SIF2I tNSTALLATEON 23 a 5. ' srAr OF Nerve Fee COY9dA47gN.nr •x.•++-.a. Al TITfE T�dyF�a�iiA�lpLnegs�y�y�OyQ�(iy L'ls�,N`'•.�;At L1g" OP .&SUIT ANY INSTAILIATION. V BE GU iD IN ANY TWAY 1 iA,LM1yWVVW i 161410 aFOR CLAlIlAiOi� HOTe ; SHVT1ER RACKS NOT W N ., 1 MAXIMUM PANEL LENGTH "L+" OR "L-"((ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE RATIO (P.af.) (+ ar -> CONCRETE & WOOD INSTALLATIONS t L4,. 4 2ao i2'-D• R2•-a' 2TL0 12=0• it'-B' Sae tt'-8' Ta"-9' SOLD t0-10' to'-0' 4aO /0-t' 9'-4' Asa 9•-a• a•-9• SOLO 9-1, 81-4" $S.o Limo 6 '-J" r-r 610 f'-o' r-a• 70.6 r-5• r-o` 210 r-S• 0'-r0• aaO r-s' 6'-r no 7-0" g -6' 90A B -6• B'-2' no - 6'-9' IV-e laao 6' 3' 6"-Tr H$A W-3` d=9" 110.0 - 6'-7- Ima - 3=6• I Fsis O"-3' a YJB W fMRle UON W1C1 OJ I OASS. EMERY OVIDW 1 r U7 SCRENS O r O.C. W/ Mn. TiW-.M PENETRATION INC MOOD IF.ADEN. NQACWIN + CON. IIVW" SAILS 0 EAL END Of iT (SEE fBTMt .24 # I�'---( A/ ue, �}I� ; 1• L W^*"H 7tRtBSti TNQ71:. IA IN FgTE. 1A BEUAV) i `+ 8 ,1 4N•R 1 OC.W/ tent.. LAO SCREWS Y or LtC W/ < I 1/4,0 Lm SCREWS a 5. O.C. W/ On. THNEAOED PENETRATION 4NL (2) 2' i 1/2 MY, THREADED PENETRATION Min. rx4' WOOD PLATE O E1 DR OF PLATE Uhl REQUIRED, FLAT (FIAT OR ON EDGE oyIA14 AL ERiMIATIVE 4ixW SCALE 1/4".t" - - i * � _ N f P,E. Sw./MOiiMVWE/tatE 4Row TATEm. Wc: It E C L -0... xR. DAn # 1,ti slr, atuw A,"awPq a xN0 ax», XA9 m_- CM44G6T19 1wLTER A P:.E. 20 GAGE GALYA NG(ED STSTORK P EEt ANEL. FA. oLWai of, GLOBAL PROTECTION PRODUCTS, LLC. aHiD S.W.OE F 61 9114 &iCtC- ay.) Tau F :t Do'HIM-4my eT�/'p9° °' 20-176 URan1.a ft #xw Mxta w Rw . + : to x `.. moo, N LW Ra Ek r i .�LM it MOD (t ; "uu _ ANCHORS (SEE 1 SCHEDULE QM GL.E PANELS AT EACH .. r7' r MAXIMUM PANEL LENGTH "L+" OR "L-" (1t.) 0 MALLIIAd A.S.D. OEM PRESSURE'Ri.TNG CONCRETE & WOOD 915YAUATipNS t 2aO W.I. 13'-0• Lx0 12•-Fo• F7'-7• 3110 7.1'-.0" F6»7' La* w-Fo 0-01 AGO P•-a 9-2• Aso 9-1 a-r Sao LF'-7^ a•-s' aGo 5'_O eao 7,-6 r:2' 7D.0 r-a 6-IF' 750 ?'-2*6•-d• Sao 7'-0' tl'-0• � a 7 -0 6 J` 90.0 r-9 a• -,- no Ir $-T0' TO&O 6•-d s'-r TirQn- b-3' 3'd` l To: t 3-r' Fi3t6 4'-6` ANEL LETiYHi MINIMUM SEPARATION TO GLASS SCHEDULE WIND SPEED 4 170 m p,h WIND SPEED > 170 mph (in) UNITIES wmm )ESIRALNFD UN6ESTRNNE4 RESTRAINED 30 00 LESS 1^ 1' 1• 6 1/4': >33 TO 90 1' 1' 7 1/r 7 1/2'. >60 TO 145 i' 1' 7 1/2' 7 1/1- >t� 7 1/r A, Ix Eli? z4 wmim$,WK11la11R[4X*u.hi[41: s.'T1.4-mmaml [Ql1iRT�i +. C ll�r/i�*.�t' :TiFixx-•TI' R 1r�Y _�irri�i'iE1" (& OF OF� I3/4, 6,SWIS. W//7 4 3 MAX .,.,,...... 1, YN: - T-r-r A L 11* La B P + 4.. Qx1' TED PANELS : DL1EQ ANELS W 2 ! (SEE sECi1CN5 as / S.S. M.S.B(X.T W/ �O FA.OVERLAP APPUCNBLE) (SEE SECTIONS AS APPLICAIR.E) jIi 9 1 a-- - -- - - - - -- 3' MAX 1 NON. 2/4 1/4, 3/4. 4/5, 5/5 4 6/5 #^" W iw/s, 2w/s, 3/7&4WJ7 -- AtTCORS {SEE SGHEWLE ON SHEETS 9, 10 &11}M---------••-R REGULAR STORM PANEL ELEVATION i!4 H&w GA tear NT.s. { (COL OAT AP .1 WHORE VAUD) { SECTION A -A N.TS. (2) PRimpme TO DETERMINE MAXIMUM PANEL. LONOIHE QArtN A POSITIVE ASV, DESIGN LOW, DETERMINE MAXIMUM PANEL LENGTH •L+' FROM SCHEDULE GIVEN A NEOATNE A.SD. DESIGN LOAD, 6ETETeStIE W?h PAIL LENGTH 'L-• FROM SCHEDULE. FIR. M X IN ALIAWIIBEE PANEL tFP6TH 4S EOML TO TIE MINIMUM DETERMINED PANEL LENGTH BETWEEN 'L+• AND (33 SEE SCHEDULE BELOW FOR AOL PANEL UINGIN FOR POROSITY 00AI3FKATiOW t INSTN.LA710N5 AND WOOD ARE LIMITED TO 195 P.0, MAX AS,D. DESIGN PRESSURE RATION rAV " 0, 10 & 11 FOR MAX. ASV. DESIGN LOWS & MAX. PANEL LENGTHS FOR SPAA)ER i5 USED.. S ' FLORIDA BUILDING CODE Man h Vidoa Hu cone Zone} �L:. ry",,�((jj',,•. ''NirN o. 44167 S # x` TATE OF' • Tt - r_ ORION #VA V i can 7 LTRO i sw c. 24 CAGE GALVANIZED STEL STORM PARED. F.P. GLOBAL PROTECTION PRODUCTS, U.C. Aim SW ei StNEET HIND. R. 3ssu PiK (9aN)aaP-7ak4. #Na (a%)taa-ETUDE - m TUA 4a rWE- TILUT #. aRL Rq«eA.eMWM n 3Hn' A-, pAR4 CBE) M-,w, °4-00a6T19 WN.iIR A 11WR Jr., PE 20- fi75 aMWWG N. am O ti w. ,T-,a INSTALLATION DETAILS FOR REGULAR PAN iN.TO WOOD STRUCTURES � �( t SEPARATION TO (SEE SCHEDULE ON 1 4Tr3rh1• i - tSEE SCHEDULE j t/4'0 .4.wo-+' =- SHEET s1) r & BOT9 W WR�n s ON SHEET 3) a OL r u �E k ) PANEL LENGTH - WOOD HEADiit .- N ( WOOD ANCHOVIES i = 1 I#E • CL;� ( i ,. (SEE SCHEDULE F (SEE SCHEDULE ON I `: I ),SON SHikT 1,j�FO1 REWIRED i i. / - I 1/4' SHELF 11} • 01 ' I SPACER [� K-7 , :1OF REQU#RED J" 1 -- MIN,. y ; I f! C_ T t # - i _ ." Lot' MAX, LONG ALUMINUM SPACERS 0 12 I/r I Li• I + qq i ( I C% OZ. (SEE TABLE %1 ON SHEET 11.) i I SEE NOTE « BELOW FOR LIMITATIONS FOR SEPARATION( "' "L" MAX.! I MAX3 i i I I i/2 - LOIN SLEEVES. 1E�.. =IPANEL LENGTH PANEL LEMOTFTIE. i 1 (SfE (SE SC ; 1 (SEE Saoxi:E ON SHEET 3) _ F i._._.;= MATE FEMALE O OR PANEL MATE ON SHEET 3) ON SHEET 3) ; t . PLUS tSEE SCHEDULE ON SIMEF 11) ,...-. _ i _- 1 --L/t AT p O.wAP SEPARATIONV EOSDNG� t i wN am Y-n I SnN�--•-j 70 OI ALS. f ! PLATE WOW •_•# ...-..- GL.rlSS ON SHEET 3) r { ►�-._ -� _ 1- r i AE.TERMATIVE 2W [1 1 5 jSCALE AO 12 i/2. O.C.; E I! & SEE TMMMDT�A3IpON 94M DEsIGN I TOME s0e MAX PANEL THISL INSTALLATION. r i r OF 1 ED 1 z.^>:' �' `'t.-^' 0 12 1/2D.C. I j P )},�I t WOOD ANCHORS * 7k NI31E: y : # .. ( # i Y STAGGERED VT/ STUD 'I I - (SEE SCFIDIAE ON OPAfi11 4A MAY iE t 1/2' LONG F. I �f f # SHEEP 11) (1) NS NLA M is U RM 70 A am M" BUILDING$ tell! IS-r t{ MEAN NOW HENRY Mile III A RMTMMM ROM AM it �ANOBORS I 5 PATE IREWI ! 1 § 1 ) teDDp ` (i OWDAK iiR aRaAEwn1YWmG G91 9!lIO.TMAX i D 1' MN.RAnH TO 1X.NTi NIxOVm I xi" WOOD $fAOGERED W/ STU09 N1E OOU#RED � i r:•- -- �' I '' y i (SEE SCNEOlI:E ON LApm Wt FILL4 NGO -'�}, PpiB. MWtE Pis169 mAu. x Man1DM s 1/4"FEMAODOs. Ew,l I k I _ SHEET 71) A� J CM y}, aA OMM FROM t2 i!2' = WAOM AIaNEB b) 1 t (1) MOO" AN OEM PBS MMAX 24 GNIE _ _ flW9G IS ,a0. -as P&L(MIN 6 MOIWCOON FROM LAMM AMID. UING96 AUM ON 17) MAXIMUM IRON JAMS. LENGTH®WALL 6OROLL SRFAT 11). (31 s7pgl RVED. wRw2#SOM N DMY (4) 1 ,/r LONG SPACER COMPaIEXIr j" MMu. I ITS axy ON 'FRS SCALE 3/s.••1» U i RRIKUTICFt GPI t jY' LAO 1 B4 TF6 AN.Y ��L���� MM EwBANB w90D YWIl. Vwm r 1W0 2OWi f, a W 3 RO t&FFRUQ SP A m SCALE 3/8.1" (4) aLSO 172 WI O ONLY FOR WIND BULOW cm[ > CVO 1!E 2a3a {T0, WHICH) OF THE FIOMM 1Rw-D'd. 2 & 3 PEW ASIM E 01141HN Pt' 3► E C a ii ' • FLORIDA BUILDING CODE Non High Valoo(#V Hu one tons # oN E ONLY VALID FOR MAX,. n1Em, Cc. 1 WALIA71 ARE LY , S RiFpM Fdi. YIMR• O TI �' Zt FOR 1DN F _ N0.44 caslr� (: 187 6 ii�#@IN9T.-,»i• 2 CASE DALVAH s 4 TIED 81'EEL STO M PANEL � DESIGN PRESSURE RATING (p.i,f) AND PANEL LENGtHS. � * *, n *.# Dow TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = - m ��1C�AA� 27 COMBINED IN ANY WAY TO SLIT ANY ALTERNATE 2YY') iy :, STATE Gi �P V iMC. GLOBAL PROTECTION PRODUCTS, LAC. /WE INSTALLATION. s O F( Hem re: 61 slim 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y ORIO .• tv't®xxxe#. LaH nee n mw p1AL P_ 333 14 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S`/(�l�i r.., n�Wm nwNE (a.)ew-.Yes: FM {B5F)sm-BDn -. ow." iFx. DD45V OF 0.55 OR EQUAL. IIWN((�(rlti�&m4�1uME/oYE xw-DmB77W xm..... aaw,r we aew: aWc eKtER A TINT Nr, 87 r ae»-ia s MEYF 6 R ti CENO( NOTES /1«to fi02 eAe IR wtAAFPr )t _z INAMn WTna,M+ (C) ID EXHSTNO WOOD ivLu--. sPEc6TD {RrAVRr- r.. D.6s MN.1; 1. SftMM PAIiF3, SHOWN ON TINS PRODUCT EYALUATON DOCUMENT (P.£O.) NAS BEEN vERITEO FOR COMPl1ANCE M ACCORDANCE _ t/4'0 TAI DN ANCHORS, AS MIANUFALIURFA Br I.T.W. Bultm, INC. VAIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COOS. THIS STORM PANEL. SMALL NOT BE INSTALLED AT HIGH - /14-10 PAKUVIATE FEl+MLE 10 AND PANELMAIX PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.. VELOCITY �E zONES: {MINI -BADE BhY1YTAAIT COUNTIt(S). -. 1 J4"e LA) SCREWS PER N.O.S. DESIGN VAND tENTON 000E FORM A BA.SI� - 7J16*0 x 5/8" WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. EED AS REQUIRED BY THE JURISDICTION WHF}tE. STORM PANEL WILL i# INSTALLED. FOR A T ArTOR KD-O W USING ASCE 7-16 AND SHAD. NO EXCEED THE MAJUMUM (ASV.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRAT" HID WOOD OF TAPCQH ANCHORS SHALL BE 1 1/2• ANO r FOR ELCO PFNELMATE PLUS 3, 9 Tim 12 & 17, ta. AND PANELMALE FEMALE 10, - IN ORDER TO VOW THE ABOVE CONDITION. ULTIMATE DESIGN WINK} _LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST RELYTCED TO RSA. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.O.) C.2) MINMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOU#RED THREADED PENETRATION. IN OHM TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WERE HOT OVER STRESSED, A 331E INCREASE IN ALLOWABLE FOR WAS USE... IN TOUR YS FASTENERS ACING TO WOOD HAS BEEN DEIEIRMRN ) STRESS MIN OF W SC S BE HI O A N IS B SPACING ED IN C3 MUM EDGE DISTANCE LAC REINS. INTO WOOD HALL AS TEA I THIS OAWMO Q ANAL ACCORDANCE Nh2Oi8N9T STORE{ PANEL'S ADEQUACY FOR IMPACT AND VAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE. WITH SECTION 1609.1.2 OF CA) MINIMUM PONERATKOH OF WOOF) BUSHING SHNl 5/8•. 1/4" 0-20 S(:RE1Y5 USED SHTAiI. BE 1 1/2` LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMEWCAN TEST LAB OF SOtFtN FLORIDALREPORTS 10014.O1-01 AND /0219.02-09, A5 SHOULD STUCCO EXIST AND I' MNMRJM FOR WAUS WITH NO STUCCO, PER SSTD 12-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT It 123.01-10 AS PER TAS-2Dt AND YAS--203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W! SECt1ON 1604 OF THE C.5) CAS THAT 5'IO!!E, OR PRECASTMIR CONCRETE PANELS, STUN 4 0R WOOD BOARDS :OVND ON THE F,XISTUIG W ORS SHALL LONG RFACFf THE MAIN Si1RUC7URE BE7NIN0 SUCH PANEtS, FLORIDA BUILDING CODE. WALL. NEDIENOUGH .1 ANG4OIAF£ SHALT. BE AS MENTIONED N C.1}, 62) & C.4) RACE L BE S 2. ALL ALUMINUM EXTRUSIONS TO LE WW-16 ALLOY AND TEMPER. (UNLESS OTHERWISE FITTED). SEE SHEET 2 (0) ANCHORS SHALT. BE INSTALLED FOLLOVO4 ALL OF THE: RECOMMENDATIONS AND SPECI ICAMNS Of THE ANCHORS :MANUFACTURER, 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HONE 3105-HT4 ALLOY, 6, PANELS MAY ALSO BE INSTALLED HOWZONTAU,Y FOLLOWING INSTALLATION DETAILS SHOWN ON 59CUON i THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL AMU A-653 GRADE 80 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS ("A &(iJ! SWELL NOT BE USED. STEEL DESIGNATION W/FY. 92.2 TM (AFTER RDLLED). 9. R SHALL BE THE RCSPONSIBEt1Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ANSI SERIES CO CORROSION RESISTANT COAtEO CARBON STEEL AS PER DM ATTACHED 70 iNSOE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED i0 CONCRETE, BLOCK OR WOOD FRAME BUILDINGS.5Wt8 W/ 50 kxT YIELD STRENGTH AND 90 Mai W49LE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 1 40' I 4 5 AND 1 3W & 4W ON 0 EACH REGULAR STORM PANEL WITH LENGTHS OVER AS PER SECTIONS 2 . 6 D ALTERNATIVES OW R SHEETS 4, D. 6 # 7 RESPECTIVELY; SHALL. HAVE R LEGIBLE AND READILY VISIBLE' MAFWNQ INSTRUC'#ING (COMER OR TENANT TO 6,li6V.TS TO BE. ASTN A-303 OA.VANRZED STEii. OR ALSI 304 SERIES STAINLESS STEEL, WTTN 35. kit MINIMUM YEW STRENGTH. SECURE PANELS VITA APPLICABLE REINFORCEMENT DURING PET GGS OF HURRICANE WARMING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11, THE FNSIAU.ATION CONTRACTOR IS TO SEAL/CA1" ALL SHUTTER COMPONENT EDGES WHICH RE" IN CONTINUOUS CDNTACT WITH THE BUILDING TO PREVENT WINO/RAIL INTRUSION. (A) TO PLWNG POURED FYc - i/4•0 TAPCON AINCHORS AS MANUFACTURED BY LT.W. BUI).OFX. INC. (Min. F-3192 P.A.) f2. STORM PANEL RNSTALIATION SHALL COMPLY CORN SPECS INDICATED IN THIS DRAWING PLUS ANY BURLONG AND ZONING REGULATIONS t/4' a x 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/4"a x p.9,R,) 300 SOLID -•SET ANCHORS, AS DISTRIBUTED BY ALL: POW SCREW, BOLT & SPECIALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE. INFORMATION (M)n: Fc.300(i FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - /14-10 PANELMATE FEMALE 10 & PANEIMAIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4'a ZAMAC NAIIN ANCHORS. AS MMWACTUREO BY DEWALT. INC. (b) CONTRACTOR TO BE REWONSOL.E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. At) MINIMUM EMWDMFINT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2' FOR ELCO PANELMtTE AND CONSTRUCTION SAFETY AT SITE #SNTHE DOESHCONTRACTOR'S RESPONSIBILITY. THE CONDITIONS DETAILED ON THIS DOCUMENT. 1 3/4- FOR TAMAC NAILBN ANCHORS. A2) CALK -IN & SOLO --SET ANCHORS SHALL BE EMBEDDED 7/e INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT LYALWIRON DOCUMENT WILL 8E OONSIXRED INAUD I MODIFIED. STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOXD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT VIRCH WILL BECOME THE - AND 7` MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE. HMO SCREW OR. ALL THREADED SOREKS W/O HEAD, DoNan OF RECORD (E.O.N,S FOR E PROJECT AND WHO WILL 9E NSIOLE FOR THE BUT' WITH WING NUTS PROPER USE OF THE P.E.D. ENT# OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE SHALL P.E.D. ENGINEER: ALL SUBMH TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RE14LW- A3) IN CASs THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EOSUNG WALL OR FLOOR, ANCHORS SHALL. BE LONG ENOUOt TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SILL. BE AS MENTIONED IN At) AND IN A2), ENGINEER RECORD THAT PREPARED IT. 7NC �.( F�1)(H•Ur,�, E.}•L,,.k C,„.ee,, 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM ,{ TAPGON ABHORS AS MANU€AGITMEO BY 1. T. W. BOt;iEX,. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BOLDING CODE. ONE LABEL SNAIL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH BECKON t709.9,5 OF THE - T/+• P x 7/8" CAUL -IN ANCHORS. AS MANUFACTURED BY OEWALT; INC, FLORIDA atRLONG CODE. - 1J4°P X 3/4• SOLTO,-SET ANCHORS, AS DISTRIBUTED BY ALL PONY SCREW, BOLT & SPECIALTY CA -./14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P IIINRp - 1/4. 0 ZAMAC FARLN ANCHORS. AS MA3LiF'ACTURED BY DEWAIT. INC. a. 1) UIMMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PARELMATES AND ZAMAC NOUN ANCHOR, INTO THE A ~�'',••• .Wj• ••'�� BLOCK UNIT SHALL BE 1 1/4". FLORIDA BUILDING CODE NiHG High valacft #lixrtcone Zone) 9-2) CALK -IN & SOLI) -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO - - '. %,44 7 z " Mm 24 GAGE GALVANIZED STEEL STORM FATALE pvem 1/4' 0-- t ' -. MINIMUM SHOULD Du STUCCO SHAL Be PERM,RFffi.20 SCREWS USED SHfAJ. BE ! 2 LONGDust, ! 5Y :. t 4r A /a7/2PSO � AND 1 MINIMUM FOR WALLS WITH NO SIROCCO - STATE IL EGO ENE. GLOBAL PROTECTION PRODUCTS.. LAC. DAt£ � •• ' C - S ORI ar a W. A« emr a.wa a "siYa 41WD &W, 31 smm 0.3 IN CASE THAT PRECAST STONE. OR PRECAST' CONCRETE PANELS. STUCCO OR WOOD BOARDS � T � # a,ka:, iL x13„ EOStING WALL ANCM)RS SHALL LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND S1K:HFD ...... �j 1.0m (aaxw-PH& Am (MA)"o-Sm 20-175 ,$ Tar , Nxw -r4a . w , p 1 +i ,.w N aWaWO ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND N 8,2)• yyAs/O�fAt CA -bow'. .n -Iii �'•r iv. W.'AAIININN, A�� PE 6fA1/9LAA4f9AW erla m. WELTER A TNLiI' dry PE ' sMF[T 1 ate nAlw IA 1N; TALLATION DET,AM FOR REGULAR PANEL Cif INTO EQURED CQNCREIE OR CONCRETE BLOCK STRUCTURES CONCRETEPOURED ONCRETEPOURED CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED.j REOUIREO. CONCRETE ANCHORS . r' CONCRETE ANCHORS (SEE �CHIEDRUE ON•�,EASTANCI POURED SHEETS 99 THROUGH 10) ,-.a , 7 SHEETS 011- (SEE S CH 10) r•--(S p CONCRETE OR _ ! '•✓ °( 1 CONCRETE BLOV z it4Y-�,• 1/2' t/4' 1�,• I i REQUIRED, CONCRETE ANCHORS 1'`• t I (SEE SCHEDULE SHEETS 9 TFNOIX;fi 10 ; i 1 1 r 1 1 / I 5 °���w� yGLZ E.1 . pO.E<5 SCHEDULE ' I EDsnNc ( i GLASS ON SHEET 3) } T � PANEL LENGTH A off SIEET 3) -_ PANEL MM. SEPARATION t SEE SCHEDULE # 1 1 Mpx # I # ( 1' #lax. To i t - t ! ON SHEET 3} 9 I PANEL .LENGTH ..,•+(SEE SCHEDULE i LENGTH _.... ._1..._: 9 _ _L..__ SEE SCHEDULE CONCRETE AINC)10R5 ._: iL _ _ .-_ ,.�--....,.„. 1 ? - _ ._ tSTN SCHEDULE 3) r OI R (SEE SC)NECUL€ ON -_-.- 1--._ S_.-..:...�1- I.__.„, QH SHEET 3) _ ON SHEET 3) SHEETS 9 THROUGH 1 1 1 OFzz 1 j ! EXIs1INC� 1 j ki 1 f M�Xi MAX. - i SDx I G1A55 1 1 j ED. L3iL 1, r zaHAn a »as i of 1 F y W • 6.1 02L I / MINL 1 I Eb. E D. j i ED. / l 1!2'-----�._`L_ ..._._i EDcsnHAG Poua�o i 1 /� COF1CRElE OR 1 O 12 1/7- OC. T AS - 1 .•.I. MCA WISIER HEAD CONCRETE BLOCK H i CONCRETE ANCHORS # f t SEE SC ON UI oc, N" REQUIRED.. 1 ... .-._..�.-....# SHEETS R TTM UGH 1O) J 3 T p1L `IEtRCMNTE "1` Min..:iL_...... f•. W!OOmy VAN SOW r i i:EO LOCA4EDN SET & CA X-IN ANCHORS a EO51N0 POURED CONCRETE ARE USES & W/ WHENPANEL-8t1 T AT ALTERNATE CONCRETE PouRED CONCtE(E coNxTRErE ANCHORS F rEou�ED, AICFIORS OR CONCRETE BLOCK REQUIRED. 5'TAif6ERED W/ 5TL7D (SEE ON (SEE SCHEDULE ON SHEETS 9SCHEDULEiHROUGH10) SHEETS 9 THROUGH 10) WALL 1lOUNSiStII 1RECT IiOUNi SECTION 2 SCALE 3/8.T' SCALE 3/8.1- SCREE 3/8.1' I/11} LAitil 11N .�``e,� FLORIDA BUILDING CODE flan High Velocity Hu cone Zoo. _ 0. 44167 Q10°0 n'�0' W_ 24 GAGE GALVANIZED STEEL STORM PANEL D•«N x ED. EDGE DISTANCE MOTE- FOR COMBINATION 9E SECTIONS: x STATEo�� - IL ECOENn. GLOBAL PROTECiIQM PRODUCTS, LLe, DATE -,•. SEE SCHEDULE ON S TOP de BOTTOM MOUNTINGS CAN BE Cl'•. SW. S SiRFE1 SHEETS 9 3L fin) COMBINED IN ANY WAY TO SUIT ANY �()RIOA 4.w. m. ai aEaw a « FL'SSSt4 Tt1STALlA1TON. , F .......• •• G41 2r7 eem , (xW m_mo . A. _ aaV m-,m, >': OWdrbP->a+e.. ixn (asiYHM_a�eT' 20- U 75 'h,, rQ a to #a.k va. LAM" Hie. - ANtll YwLiFR A TaLRF N1 PE ,a-,aPq w fMQT 4 iY 4i JNSTALLATION DETAIL S FOR REGULAR _ PANEL INTO WOOD J ALTERNATE LEG f-- T 84•EAMA (MIn.... ST9RG i �` # ` 4' - % - / _ ADEQUACY OF � WOOD / BEAM TO BE BY REGISTERED ENGINEER Olt><, ARCHITECT PRIOR TO SHUTTER / )� ' •4:i INSTALLATION./� 3 i - II f ApOµppS ALTERNATE WOOD ANCHORSi I' YM. -- HIM tt e1,i4TeuaDru Tlx aaEw a {SEE SCHEDULE ON (SEE SCHEDLII.E ON SHEET Ii) SHEET tf) \ `.VINNER r^. 3 ti * � as Ma. W MIT jj�+ E� 1/2• ! 1 , ! f . 1/4' :.___. _I REQUIRED 1 i I 1/4•62Gst• StyEG �; WADR GLASSS LJ ', ; WOOD ANCHORSP�St 1 I j (SEE SCHEDULE ON E 1 1 SHEET 11) } I 1 EPARATOH TO I ,/F+-mx• � � I SCNEDU� ION SHEET 3) SS Ba s= w 1 MO, 50-AMTON TO GLA55. j E . ._tSiE GISEA 5CHEp1LE ON SHETT 3} 5 �BPLTi_ _M PANEL LENGTH ; �• MAX SCHEDULE ---- oWN/wF•" (ON SHEET 3) SO4EDULE ULL,_ _. (ON E7S 0 f..,� _ _ _.LEE I rm......m.-..^•.-ter....,,.._._ ! 1 I O53300077R� i 1 OF •L^ A 1 1 MAX. MAX �) O 12 1/2. O.C. l I- ! E4 1 2'14 S V4•.-ip+i' R 1 TIRO Bx7s AtipWeO"E E y�--� tti WOOD _ DECK REQUIRED2•x4• WOODt 1 k k--- REOOIffi'D t11 �•� ,�0D0 ANCHORS ~(SEE WOOD ANCHORS •� ! I "� ._ SCHEDULE ON ON 3% '-----.. 1 SiWET 1ISCfiEWLE -, l SHEET it) Min.- CEILINGasu����d���n�c ��M ��R����� MIi/N1/1 SCALE 3/8.1" , - N0. s 44 SECTIONS: 1 NOTE FOR COMBINATION OF =*: 67 FI.ORIDA BUILDING CODE n High VoloG i(urAcana ZOm - 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. TOP &BOTTOM MOUNTINGS CAN BE 1 R RATWO .9#. D PANEL GTFHS S & °tea TLTEIXR, ele 2A Y F.P. DESIGN PRESSURE TW AN LEN GAGE GALVANIZED STEEL STORM PAVER (p } s ': STA iX W4i T r MATE Y SUET ANY � .: COMBINED Tk ANY WA 7O SCHEDULES N AS PER 5C ED LES 0 SHEET 3 .. wwNr,x INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN FINE No 2, W/ SPEC RFlC �4. -•.•••• 1L EC� INe. EAL PROTECTION PRODUCT$, LAC. from DENSITY OF GM OR EOLDAL 4r !¢VIAL E - rFsneNo • 0r00NREIfd1D Ain 4" %W. Si sww AlAtI11i11Niei xxr. aru ,t i« S1A Dieu awAa a anA DAW. FL MaA4 20-/ 75 PHONE (04)m-? N% NW: (W64)OaP-17a7 Pi+WANO R. PE WA/vowmm/mv G-0006719 asr sw R« NA ., wAWR A ipiA' A. PEE tY-tw x «W sum 7 or Is N N (A C10 {..a U NCL O N C Q_ ICU N Ca cu (� O O a_ nn11 M O M LL p - > .� Q l.�i. iE �V .� �`/�•� VJ 7 PVCCIO 1.� ® .0 cq cd x f : ;^L. a N L L j 0 CU I' Y U' ,.I W zz- C E O m U LL c 0 fy (D Q a D (n O p c v M ~ (a L ' 2W Cn CIO O CIO Q U C 0 CIO LLI Q Z Z Q J d SHEET NO. SH 1.3 r x P x .H$Sv'._.. 310}-H14 OR em-id ALLOY COW. ADM. ANGLE Tt"J.1v, 3/a ON ANCOR 6 Ir 0.0 t T 2 1/2" CASE A {PLAN) SCALE 1/4".,• 1.5X (MIN. PANEL `Y OVERLAP BEYOND OPEFLNG INIOTH) t ENE CONCRitE l blbCK OR 2•N' YTOOD PRAME X . So, DISTANCE CASE E (P SCALE 1/e-l* (1 ARIES 2' ( S' Mmr. V L 3S >Ot � 1 e.. :->--s-J 1/4a BoIT'' 'LA; 4• A m- a 12' O.C. a/06-Ni4 OR SOT]-T6 .W.Qi W/JACXNUT ConL Almon. ANG1E CASE B_(P_LAN) SCALE 1/4--1 Q ® 10 OR F-'-2 1/2 1/4**x 1 JJC SAPIXRH OR(o ANaLgt O T2' O.L i 2i,/2• M 4h NAP; - r > 2" x aIa ro AI.1111.rdNxCAE OR CCYT: .OW* 3106-4154 sum METAL AUM. BENT PLAIT r iJ4`r Max. GAP oR 'WOOD 40aJ'x. I / WOOD FRAME A FMA1E IREO 6063-ib A AwgE tail \ \ t TAPCON • 1` 1 .LEG ISX4TIDN "' � POLOBLOO / REW aB-- CASE C (PLAN) CS SCALE 1/4`.i" IM CO PANOAVUE OR p�gPS,tE8NO0TToAt PCOOKLMOMWIE BLOCK i M BLpLMt .� VARIES 1 �. ,�f� X)SOES FR1ME 5' M>L 1 �it� OR zw WOODOrNp�lo Flow REotwn ' AS MRlFJ$lE to* 11) .F IT E •� MUM 1 I 1/44 m :a +®aF n "`:� N1ANaFNFFFFAy �ASE G (PIN) Dwwraxti M1iLan,4 ESA„t��/j'�4. SCALE 1J4-l- "�^ • •' OD = �' V\GEN .!�9 . "C y VALID FOR DIRECT MOUNT INSTALLATION ONLY 8 CERTIFIED PANEL INSTALLATION AT WALLS W/ = No. 44167 '; ;s SURFACE LEVEL VARUTICN$ WITHIN 3/4" = FLORIDA BUILDING CODE (Non H CASE F (PLAN) SCALE i/e-I" o: dc'•. �[ORIDp °2artlTaTW4 We 24 GAGE GALVANIZED $TEE . ��44j 1 ALCM`„N - IL E C O TINS CLOW PROTECTION PI 111 . Te.VfG1IN ANY 4m Sw. 61 Sp {I7 2O-ge:> G ]iw... 4.M a4f1 mt n n - v nwp OI-14b . Fr t Pbl 4),-IAfi Dwi F 3.11, PNQ4: M4)M-76H, ow SIX/201MURAmm (VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.D. DESIGN PRESSURE UNE (P..f.) MAXNUM ANCHORS SPACING FOR E.D.. AS 94OWN ON SHEETS 6 St 7 APPLICA9IE TO _{ t ANY uHor MAXIMUM PANEL LENGTH 00 TAPCQN LAC SCREW PANELIIATE Ffvur 10 PNNELMATE PLUS SUS WCSUS 13' i t 13' 13, Ir Is Crop) 13'.. Ir IS` Ir 13, If (F10tICAl). 6 1/2" 6 1/2" 5 1/2• 6 1/2• 6 1/2• 2W CTOP) - - 6 1/4" 12 1/2" 6 Ile (BOIL•) (w) OR LESS 6' B" B" r - 3w (eonW 13" 13' 13• tr W (TOP) LESS 13, 13,W MOTION) Oit 13' 13' 13" !3• B 4/2" 1W (TOP) 13• it 13' 13'OR r Imo (BOTTOM) 6 1/2• d 1/2• 6 1/2- 6 1/2• 6 1/2' PW CW) - 6 Ile 12 1/2` 6 Ifs' IN (Bon.•) >5'-G' 4 If2" e 6 1/2- B i/2' Trap) 78 14'-4' 4 I/2' 4 1/2" r 7" 3W (0011 } 10 1/2' 1 9 1/2` 1Y t2" 4' :(R1p) Ir Ir 13• 13• 8 7/2` 4W (BOTwllj • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAIL A.S.D. DESIGN PRESSURE RATING (P.a.fJOF YNOMUM ANCHORS SPACING FOR E.D. a AS SHOWN ON SHEETS 6 t 7 APPLIC T�i i at t If TAPCON U1O SCREW PANELNATE fD PANELMATE PLUS WOOD BBUSHINGBUSHINGFE#A.E - Ir tr Ir is, Ir llow(to Ir Ir 13, ur r tW (w G 1/2' 6 I/2' 5 Ile 6 1/2• 6 1/2- 2W (NCR - 6 If4' 12 1/2" 6 1/4" -(BO 7' 7 1/2' B' e' 3w cm 7 i/2* S* _ r 6" - 3w (so 13" 13' 13" tr 13' (RI +46ro, -46 +75. -73 , r 13' 13" 1 d' 13' 4w (W tr 13" Ir 13` 10• 1w Td 13' Y3• 13' tr b 1/4' iw (!)Q 6 1/2' d 1/2" 6 1/2' 6 1/2- 6 1/2'PIN CTOI - - 6 Ile 12 1/2* 5 1/4' (6O 4 1/2' S' 7 7 1/2' (TOT 12' r 13" 12' Jr Ir 5 1/2" (RC 1J• Ir 13' it le (Btl • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL. L94GTM WHEN SPACER USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 •_ TABLE J11 A A.S.D. DESIGN LOAM MAXWAI PAJREI LENGTH 40PSF OR LESS 61-8" > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF W-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE fpMLE TO OR PANEL MATE PLUS ANCHORS & W/ S+Y�R'1AN}�2 1/2' O.C. FLORIDA BUIUMNO CODE (Non I( N 44167 °'0Q0 ni6oQ INC,24 GAGE GALVANIZED STEE :. ARE of �...-. C 1 L1 TE O .. 1 OLaeAL PROTECTION Pi INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 � TAPCON POURED t f4 p 7ApCONtlS71NC P4IINEA ANCHOR O 9. O.r- ( -9= OR CONCRETE SIM ANCHOR O BrO.C. .kpa CONCRETE OR CONCRETE SLOW 1/4.0 PAN ANCHOR O 1 PANELLENGTH (SEE E1EVAION ON SHELT 12) 1 1 1 H 1 L/2 1 1 1 •t � SEE SHEETS 16 R I6 FOR AIICKM TYPE R SPACING FOR INSTALLATIONS MO IFOOD PRAM OUtDO" IMWIEM ANCHOR SPAOAS AND O MUM EDGE ONGIANCE ARE 90CATEO ON THIS SCHEDULE FOR EA. LESS THIN WDMATFD ON SCHEDULE REDUCE MOOR SPACING BY MULTIPLYM 4PAM SHM ON SCHML£ BY IN FOLLOWING 00006. FOR THIS OPEAATION TO K POSSIBLE, REDUCED 9%1:140 OWAINED USING FACTOR SHALL NOT BE LESS THAN IMMKM MACHO NWATEO FOR EACH ANCHOR TYPE ON THIN SOR DII,E. 1J41 Ile. ANCHOR M IAPLW M„ "At AIOW 9 f4M (IRJ 3 3 •rwwrma 1Ina4M (Aa) 3 i 3 3ln Pa,A,Xo$J2J OHHIaRHH>eeN(h) tam BEN' I SDI) new t HT) Dx - 2Ile- r 090 tm 3r - 1/40 PANEIMATE AHCIHO2 ($EYONO} WALL MOUNTiNGS Sol, 3/8-1" ��1"•'' �GENSF PE i 1' MAX PANEL. LENGTH (SEE ELEVATION ON S1W 12) L� BUILDING CODE (Han H 24 GAGE GALVANIZED STEE .ORAL PROTECTION P 49M SE Si SF ORAL R 31T' PHONE (04)0*-7"4 FA\: IRALEL To PANEL) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL I INSTAL! 003 INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. PREESSURE.. RATING(p.e,f.) MAI(I,UM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE To SECT)"MAXIMUM ANEL PLENGTH 00 AWE. A.S.D.. DESIGN PRESSURE RATING (P.I.f•) MAYA" ANCHORS SPACING :FOR AME.D. PER SCHEDULE BELOW EDESIGN A:ENGiH MIIOMIM PANEL 00 TAPCON SWD-SET P 2AWC-SWAN CALIC-IN 3 Aw TOOTH W.0-SET PANELMO FEMALE m PLUSZAMAC-NAtIB! CNX-1N 'a W N 19 W ID 10 W 10 coomm70 A w owlamOF ttR'il OMMNKnON +45. -4S LESS 1r 13' tr 1r ICI" 13" tr 13" 13' 1.3` it tr I CROP) S,-8' OR '� +45. "� TO '+(M, -65 Ir 15" 1r 13• 13" #3` 13` Ir it Ir 1r it 1/2 1 (TOP) OR "' 1r iS' tr 73' S3` 13' 13' 13" 13" 13' 13' 13• 1.(SOTTOM) r Ir Ir Ir Ir it 13, it Ir 13' 13` 19 1J2 t ( #9).. tr Ir - 43' it Ir Ir Ir it Ir Ir I$- Ir 2 (TOP) tr it Ir Ir Ir 1r 13' 13" it tr Ir 11 1/2 2 (TOP) 1S TS' iS lr Ir 13' 13' ,r 13' }3' it 1]' 2 (BOTTOM) 13' /r 13' ,r 13' tr it t3' t3` 13• 13 t! f %2 2 (Bp71THQ tr 13, Ir- Ir IS 13` Ir Ir 13` Ir Ir 13•. 3 (TOP) Ir 13" Ir 13• Ir 13" 13" it tr tr Ir 11 1/213 (IOP) - - 12 t 12 1/2 6.Ile 6 1/4- 12 1/2 12 1/2 - - 6 1/e $ 1/4' 3(80110M) - - 12 1/2 12 1/2 6 Ile 6 Ile 2 1/2"12 1/2 - - 6 ,/e 6 1/4- 13 (BpTwIN) e 6" 8• r r r G' r 6' r or 7 I/2' 4:(FOP) $'- 5 1/2' W r e' 6 T/2" 8• 7 1/2' D' 6" &' S" 4 (wP1 _ - e• r Y SOTTO ( M) 8` a, - B' - 8" e' - 8* 4 (BOTTOM) t3' i 3' i ' 3 1J" 13" f3" 13" 1-' 3 1S" f 3" t' 3 /3" (TOP) 13' 1-' 3 1 r tr 13• 13' 13, 13` tr 13" 1J" 1 12 / 5 (+Ta7 Ir 13• Ir 13" Ir 13' 13` 13• 13` 13' Ir ICI' (BOTTOM) 13 it is, 13" Ir Is, 13, 1]" 13" 13' tr 11 1/2. 6 (0pT101M) it 13' Ir 13" Ir tr 13` _ IS: 13" Ir tr 13" 8 (TOP} tr Ir ,r it Ir Ir Ir tr 1r Ir it 11 1/2 6 crop) - _ - 6 Ile 6 1/4' 6 Ile 6 1/4' - - - - 6. 1/0 6 Ile 6-(Ram-- - - 6 Ile 6 Ile 6 Ile 6 1/0 - - - - 6 1/4' 8 1/4` 6 (BOTf.9+) 13• S' Ir 10 1/2 Ir r tr 7` 7 1/2 51/2 I3' 4 1/2, 1 (TOP >S,-e• M 14'-4" it d' 13' 17 13• 8 iJ2' tS• $ 1/2' 9 1/2' 6 1/T 13' S 1/2' 1 >S'-r TO Tr 7` t3° 13' 13' 9 1/2 13" 8 1!2'.Ip 1/2 71J2 13" 6" I (80np1/). - rr 7 t/r Ir Ir Ir IV tr to" it' 6" 13" a 1/2" 1,{BpTTpM}. Ir 5".. Ir to IJ2 13' r it r 7 1/2 .5 1/2 Ir 4 1/2- raw- 13' 6' 13" Ir Ir 8 1/2' 13" 6 1/2' 10 Will, 1/2' fr 5 1/2* 12 (TOP) Ir 7' Ir it 13" 9 1/2. Ir 9 1/2 10 1/2 7 1/2 Ir 6 1/2' 2 (BOTTOM) 1r 7 ilr Ir 1r ,r IV it for" it, a" it 8. 1/Y 2 (BOnpQ 1r 7' Ir Ir 13' 9 1/2 1r 9 1/2 10 1/2 7 1/2 Ir 6 1/2" 3-(TOP) Ir 7 1/2• 13` 1r Ir 10• 1r 1w ,_t" 8` it $ 1/2, 3 (TOP) 2 1/2`12 1 8 Ile 6 Ile 12 1/2' 6 1/4' 5 Ile 6 Ile 3 (BOTTI'MI) 2 t/2 2 I/2 6 Ile 6 Ile T2 1/2.12 1/2' - - 6 Ile 8 1/4• 3 (9orm) 7' 3' 8' S llr 7' 3 1/2• 6' 4" 4 1/2' 3" 6 1/2' 3' 4 (f0P) 7. 1/2` 3' r r -_" r e 1" 4` 4 1/2. 3 1/2' 5 1/2- r 4 (TOP) 8' - 6' - 6' - B' - S 1/2' '- Y 1/2' _• 4 {601NM}. !I' 8" B' - 6' - 6 1J2' - 7 1l2' - 4 M0710M) 13' 7' tr 13" t3` 9 1/2' 1]' 0 1/2' 1O 1/2 7 1/2' 13" r t3.(TO+). 13' 6 1/2' 13* ,r 13" ::tor' 13' 10` 7i" 8• 13" Ir 7• it 13' I3' S f/2' 13 9 1/2" YO t/2" 7 1l2' 13` d 1/2" S (BOMOM) it 8 1/r it 13' tr 10° i3' 10' it* B' it 6 1/2' 5 (IXYnoM) t3' S. 13' 10 t/ 1S" 7` 13" T 7 1/2' S i/2' 7r 4 1/2' 6 CHOP) 13" 6" 13' 13' 1J' 6 1/2• 1r 6 1/2" 9 1/2" 6 1/2' 73' S 1/2' 8 (tom) 6 1 4" 6 i/e 6 1/e - - - - 6 Ile 6 114,16.(BOTT.•") - - 8 1/4• 8 t/i• 6 1/4' 8 t/4' - - - 8 Ile 6 1/4' 6 (8pit!•) S12 SN87 it FOR ANCHORS I'm k SPACING FOR WgiALATOAS wm wtlm rMME ma9E'lai- • 1WWGM ANCHOR SPACM= AND 1MMNM EDGE INSTANCE ARE iNWfATEO ON HIM SCHEDIAL FOR €O. LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPADING BY MWTFLYING SPACING SWW ON SCHIOX11 6Y M FOLLOWING FACTORS. FOR THIS OPORATON TO BE POSML RLV= 9PACWO OPAWED USING FACTOR SNNLL NOT BE LESS THAN WPM SPACING ND:ATED FOR CAM ANCHOR TYPE THIS SCHMIAE ANCHOR TYPE 1/4-. 1/4'e 1/4i 1/4'. 1/4'N 1/4"4 UPCOI mfw•46, rAPh1AAeN OMK-N we" ANCHOR SPACING (A.) 3 3 3 3 2 t/r 2 1/2 �eMiim NMNj 3 3 SJr S - 3 3 t/r ] DbTANP4(EI.) 9fO0L 7 3 1n ] t/r =K WK 0mmm LEJM FACTOR - as, Om T ..,_._ Did 1.0 am -,m m tm •+ SPACINGS ONLY VALID WHEN SPACER( IS USED. SEE /1 FOR MAX AS.D. DESIGN LOADS & MAX PANEL LENGRiS WHEN SPACER 05 USED. ' (SEE SEtWNS O ALTERNATIVES ON SHEETS 13. 14, 1S r MAX R 1A/13. R-2A/13, R-W14, R-I I• MIN. R-TAW/15, R-2AW/1S. R-30/16. R- O or d ',"; 0 0 0 0 Ile MAX. G 9 s j d (USE FOR PANEL LFJRGTIH { OVER 7'-a-) all PANEL V ' E ` 1 LIFE STORM PANEL T..1%40-2 5.t R... �_... I i f S f AT EA. LOCATION O PANEL. Bon A". OEM LOAD MAxua.Rt1 PANEL LENGTH 40 PSF OR LESS 6'-8' > 40 PSF TO 50 PSF 6'-2* > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE 0 VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. rl ( i PANELLLENGTH REGfILAR STk RM PANEL ( 8'-r O +40.0. -40.0 "X x I_ F L.. �- ♦ .-------------.-_ (W/ OVERLAP MID PANEL LENGTH BOLT) ' 7-4* O +500. -54A p. J, (W/O . Thw.1P MO PA m U NM BOLT) A C C - ± USE W-r MN. FARE, LENGTHAT AM MOUNINGS WINO NUr AT,_ IVNNC NUT AT !� j LEFT I AFNEt. -` RIGM PAN©, 3" MAX+i 'I' INSTALLAT06 ONLY VALID FOR WIND 'R 7 W/15R 2A%15. RR--3Aw/16. R JOW/15,RR-281 /18.3R 30W/16. ,• MW SPEW LIP To :70 m.p.h. --ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 #16)- ------ _ i/4` MAX. GAP LIFE SAFETY STORM PANEL M ELEVATION M -^ SCALE 1147-1'. 2 2.6Br t- REGULAR (MIN OVFRIM .t WMI.E VN.L,EY) ! STORM PANEL I 1 LIFE S PANEL � ' �'fo ' 1F ? FLOR)DA BUILDING CODE Mon High Velocity Nurr)cans Zone EXTERIOR ns `F� �QR)DA • `(I a= "tea "` W` 24 GAGE GALVANIZED STEEL STORM PANEL 'DAMON � yrr S/ ....... G�� " "-_ MUTE C O me. SAL PROTEcrwN PRouucTsH uc• Molk. 7i A %s A 4e5a $.V. 6t S"W OAK. Fl. fi314 SCALE i/e.1" •G.47' NAL 4,n o4 4y awe f7c w.rwa«.tt�-1>ae ?�tN•O a,-,fa1 "FNaIE:(04)uo-16.6, na, Raikew-6147 20-175 P.E. SfNJI. maLW OAIE aft. 4a DATA- 4+4 CROWNz wN1W A�MLitl71 ., CIE, • ra MIRE it Of t6 INSTALLATION DETAILS INTO FOR LIFE SAFETY PANEL WOOD STRUCTURES n �" r- HEWER `• ,/ 0U6iE0 WOOD HEADER OUWED - � (` HiAIgER -claim 0 j` 4 1 4`e T-.1 PCON NNNOR O 9' QC. 4 1. 41 TAPCON O r O.C. 1 4•! TAPCON i 1 41 TAPCON 1 1 HCR O 9.8' O.C: I ` ,. i r 1/2" Ile` #MAX. Wx,-_...__........H r i I NM,.tlm. Z'`is `R1 E3fHSR8(L•y --_"Ile r� ._. I>�s. 1w 6 ".T EtLLs'nMSL.p 41-mf• e.. �� .,..�•� ss. LAUD O 1 ClA55 11 /._1_ A91 IX AWL CL6T1N,p, 1 CLASS �I. _ _ - 6 N I i-ANEL �- 'L" MNPt.� PANEL LENGTH y "N." LENGTH • 6` (SEE EIEVAtON II I i ON SHEET t2) II„-„_ 1' MAX 1 1' Max. - e• PANEL LENGTH SEE V"Ai1W1 L I A 1 ON ELEVATION 6 T- ,_.. r-H P3 LyADgN sF1EER 72J - kT 1z) g Utl SNE7=i 12) I* mot, 1 1[ 1 I ��RE'pw ,tOH- i A ,• Min. , ' ( II-- it) SLAM -- b TO GtAss. 1 1,%z tl --SEPARATI N 7O GLASS. 1 1 1 5• - 6 f I 1 R--SEP RATON- 1 1 I TO GILm ( __ 1lz' I '' . '. , , , e i ,. x ,� i � �, 0. ^�, ` d ,a {{ N�- j ttc � IPA. `.. � 1 B 1t tJx•'s a ec � F- w ? D3. • - ._.___2.�_� ... 1 '. I�L_fl L _ I \",� EO ..�.1 Edo } _((i '12- m;7+I,!•� O. t �..1' 2"x4/BO PLATE R w 4 NY 1 1 4 \; ✓ �! L I i " I f# t 4Y TAPCOH t 7 ANCHOR O:p` O.C,. 1 f4'! TAPCON ANCHOR O 9' D:C.. i 1 it 7 a ,z taD REQUIRED j •Z I. - 1 4Y 7APCtlN 2 x4" WOE. -I-` ,. I :0 9" Q.C. PLATE ! j ( L SPAGGERED W/ STUD L'S I( 1 i STAGGERED w/ STUD >v". S a' t ; ) i L # . - , I 1 6L. 4 4"e TApL'ON REQUIRED : f t 9" Oc. uxe WOGS TE - i,J.-` I W000 IRED ' REQUIRED REQEQ rbLl ALL GS �Q/B�'`� g - 1 MOl1NT M SCALE 3/6.1. ffi 3� LENS FLORIDA BUILDING CODE Hon High Velocity Hu one Zon$ 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN B ¢ .44167FTATEO� -40 u3m WB. f . J 24 DARE GALVANIZED STEEL STORM P PANEL tlRawN.Ir PRESSURE RATINGS (p.:.F) AND PANEL LENGTHSS AS ELEVATpN ON SHEET 12. * :. ,Q• /1.rm/27/24LmPER LTai:E er C HMG, PROTECTIONPRODUGTSf LLC.Iper2. FOR NEW WOW FRAME CONSTRUCTION: WOOD t "¢..., O,L: FtOR10 45Oa Sw. 31 STVW N.,a awe. 4L s 2s.> A e+mw n a,. WIL n. =14 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.65 OR EQUAL .... 20-175 .r :DLO Mt-,tm . jpW_!_ P„OHL (934Mt0-76R4 W. (954}DN.9797 1S! rA-eII5 19 1 WATER A iLUF 9.. PE as a-ta sum 16 Of to 44 _ MAXIMUM A.S.D. DESIGN PRESSURE RATING (p"s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING 2CHEDUtLE FOR REGULM STORM PANEL a) INUAL LATIONS INTO CONCRETE do CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5) MAX. A.SDESIGN.O1 PRESSURE PATING MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEOULE fM10W :APP4JCABLE SECTIONS MAXIM M1 NTO ENO (it•) MAIL A.S.D. DES"P Pf E (p.f.) MAXNUM ANCHORS SPACING FOR MIN E0. PER S(3iEDULE DELOW TO WXNUM ANEL PTO TAPCON SOUrFo 10 2MNC-NAI N G,LK-IN $ TMCON Sg10-SET p � IAMAC-SALMI G1LK-M ANY to'04 w m W OF 1MF3M 10 t0 10 To COW TO TO*mom >-F6S. -65 +75. -7S _ ,1 IS * iS 13 13 IS f2 I3 ID I (� " OR ' +74w-76 ♦It*-1126 rr d t3 tar /2.. 13 d 1, %2 t3 r 6 x ! 9 1 s 1 ! laI3 4 Y 2' / 1 (TOP.1 OR LL33 11" 4S`. 13` 13' 73' IS' 72". 1J' 1p' t (BpT10M) f3' 6 /2 1]' t]• 13' 9' 13' itl' t 7 /2 iS• 6• t BOTTOMIS` ( ) 1S' 11' 1r 13" tr 93` T3' i2" 73• /0' 3 (IyMOaPrn)u' fY S' tr O 1/2 it 6 1/2' ,r 6 1/2' 7 1/r 5 1/2" it 4 t/2. 2 ) it 11• Ir T3' it 73• tr fr Ir IV 2 (WT M)1r r 13' Ir tr 9 1/2' 13" 9 t/r 0 t/r 7 1/2* tr 6 1/r 2 (B0T101Q91 it' Ir 13• 13tr 13• t2" 1S' 70' 3 (TOP) tr r Ir tr tr /2 tr 81 `Tort /2 /2 •712- / I3' 6 • 3IS' (TOP)i' - 12 iJ2' 6. 1/4' t2 7J2 12 1/2 - - 6 i/4' 6 1!. 3 (BOtT01Q. - - tot 2 / t 2 /2 6 Ile / 6 t 4' / 2 1 'd t$ / - - 6 I/e /. 9I/. / 1 80TTOM- C. ) B" 5" 6" 6" $' S. r 4. 1/2' r S" $' 4 /J2° 4 (TOP) r 3' 6' 3. t/2' r S t/2" - r i' 4 i/2' J• 6 1/2'.2 1/2' 4 (fW) e` 4 (BOTTOM) r _ 61 " / z $' r 512 A r 4 (�rTG1p 13" 1f' tJ' fr I3* !3" tS" 73' 13' i2' 13• 19' (HOP) t3' 6 1/2' 7J' IS' it 9' 13' 9' tor' 7 1/2' 13' 6' S (TOP) 13" it` Tr Ir Ir Ir ,3• Ir 13• Ir 13' 10' 5 (eanimo) Ir 7• is' 13' 13• 9 ,/2• 13" 9 1/2' 0 1/2' 7 1/2• Ir 6" 5 (BOTTOM). Ir tt" - it tJ' tr 13" 13' 1r it 12" Ir ,r 6 (TOE ,]' w 13' -10 I 13" 5 1/2' 13` d 1/2- 7 1/2• S 1/2• 13' 4 1/2' 5 (TOP) _ _ 6 //4" 6 Ile 6 if4' 6 I/4' - - - - 6 i/4• 6 1/i". a (80n!•) •- - 6 7/4' 6 Ile 6 Ile 6 1/{` 6 i/4' 6 t/4'. - - 6 t/4' 6 1/4' 6 CWTT.-). 13" 7 I/2" 13` Ir Ir IV 1r IV it' r 13" 6 1/2' 1 ) >S,_r 10 d-r Ir S' 13' 0 t/ 1r 8 I/r Ir 6 t /2' 71 2' 9 1/Z' tr 4 1/2. 1 ) TO Y-5• 13" 7 t/r 13• 13" it 121/2• it 10 t/2 1t tlr r 1r r 1 (BOTTOM). 13" 6 1/2'. Ir Ir Ir r 13• 9` tor' 7 i/2• 13' 6" 1 (earrol) 13" 7 1/2• - tr 13' tr IV tr 1Q, it" r 13" 6 Ile 2 (TOP) Ir 51 13" 0 112. 13" 6 1/2' Ir B 1/2'..7 1/2• 5 1/2' it 4 1/2' 2 Crop) 130 7 If2* 13" it 7r 10 7!2` 13' 10 1/2'11 1/2 Ir Ir r 2 (60nOM) 13` 7' it 13' it 9 1/2' 13' 9 llr 0 1/2' 7 1/2• Ir 6 1/2` 2 (BOTTOM) 13' 7 Ile I • Ir 13• 10 1/2' 13` 10 I/2 11 1/2 r it r 3 (TOP) Ir r Ir IS' Ir 6 tl2' tr 9 t/r O 1/2' 7 I/2' 13• Jr 3 crop) 12 1/2' 2 1/2 6 Ile 6 1/4- 12 1/2' .6 1/4• 6 Ile 6 Ile 3.ii-aF M) 12 tJ2 2 t/2 6 1/4' 6 i/4' 2 tJ2. 6 I/i' - 8 1/4' 6 1/C 3 (fX17t0M) 7 t/i' 3. Yf2• $' 6` 7 If2• . e r 4 1/2' 3" 3 1/2' -^, r r 4 CLIP) 7' r r B 1/2" 7• 3 Ile e' e 4 llr r d t/r. 2 1/2-,,4 CTO+) 6' -.. 6• - B" - 6' -� 8` w •- MOTTGM) r - 6 1/2' - w - Ir - 5 1/2' - r - 4 (BOTTOM). 13" 7 ff2" t3• 13, i3" 0 1/2 t3" 1tl i/2 I1 1/2 B"-- iJ" r S v-) 13 6 i/2" 1r iJ' 'Ir 8' tr 9' tor` 7 1/2' 13' 13" 7 1/2" }3" tr ,3' TO 1/2' 13' itl 1f2 n 1/2 6` 13' r 3 (BOMOM) t}' r 73• 13' lr 9 i Y' 1S" 9 1/2' t0 1/2` 7 1/2" t3'- 8' S (BOTTOM) it 7 Ij2` f3' 13' tr 0 1/2 1r t0 f!2 1 1/ d` 1J' r 8 (tOP) t3' S' tr 13" d Tf2` tJ" 0 If2' Y 1/2' 3 1/2" 13` 4 1/2' 6 (70P) - - -8 tJ4' 6 1 4' a 1/4' 6 i/C - - - - 6 t 4" S t/4' 6 (BOT'r-) - 8 1/4` 6 7J4' a 1/a• e 1 4` - - - - 6 1/4" 6 1/4' 6 (80TL••) '8¢ &ELT I MR AHRtIpRS TYPE ! SAA.CI1S'POR 11N81ALtAtON• M00 ,RIND FTAMEBLE1>-. to LOW" ANCHOR SPACINGS NO MMMUM OW OWANCE ARE INDICAD ON THIS SCHEDULE. FOR Ca LESS THAN 00000 6M SCHEDULE ROM ANCHOR SPACING BY 16I.11PI.YINO SPACING S,l(M1i ON SCHEDULE BY THE HOLIOYAO FACTORS. FOR NHS OPMAwCIN TO BE POSUKL ,EOUCLD SPACING OIGAIM D USING FACTOR SHALL. NOT BE LOS THIN MOMIUM SW -44 ID100ED FOR FAM ANCHOR TNOE ow m SCHEDULE, Aft TYRE if{ 9f41 1/41 i/41 / 4'a RJ41 two" m1wPr 7AM19.N6I1 DUNE-W UNU M ANCHOR SPAOMO (Imo.) 3 ] 3 3 2 1/r 1 21 Lt$YAN =4 asa, 3 sin• 3 ,n• 3 ,n 3 ,/r ACRAL mg Down ) fAO10R Door 07A tia tA0 o SPAONM ONLY VALID WHEN SPACER IS 11Sm. BEET #1 FOR MNC. A.S.D. (XSRGN LORDS &MAR. PANEL LENIit}6 WHEN SPAC€!i IS USED. 7 �- AN SEE SHEETS 1S k 16 MR ANCHORS ANCHOR Tot WIT I1 SPACING P0R INTOwow ,FPWN FWM BUILDINGS. 1 NUW ANCHOR SPACINGS AND MWUN AWMLRL AHI'Hg6 1R1gN0 {Y4.). - 3 4WNLR„6p[ Ioatw>r OA) AtaliM B.3 Oc3 J EDGE WSiANCE ARE INDICATED ON THIS sommim FOR E0. ass Tim INTAwo ON SCHEDULE REDUCE ANCXDR SPACING s By M R3 PLYIO SPICING ggwn m/CULL SCHEDULE Of 7HE FOLLOWING FACIA mum em RUDIOII ,Inv_ D35 IN Two; OwmaN TO BE P085NLE. REDUCED SPACING OBTAINED USING FACTOR SHILL NOT BE LESS THAN_..._.__.. ..,-„ aWI.WM WAGING ROIOGIOD POR EACH ANCHOR TYPE DN THIS. SCHEDULE 3tr - T48LE i1 A A.S.D. DESIGN LOAD 6 PANEL LENGTH 40 PSF OR LESS 6•-6• > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C. 4 JH. WL ENORN NATION ET t2) INSIALLABON DETAILS EPOR UFE SAFETY PANEL(l) INTO WOOD STRUCTURES F7 f WNREOEADER i ltEW 2RHFACER. , 4•0 7APCDN 'r t 1//4Y TAPCON O.C. I NBiC O tY O.C. Jlf :3•/l-46 tJ2' 1J4°,^-.tom?✓Ile MAIL �--� t 1 i la Lift 1 SIT ixGLVLs D ,11• 11 Ss t B A W41•m.1 /r GIAS9�7wIt_ CL "'�•11 II 1 B fl 1 r MAX, ,L, IM.X it L D !------) PANEL LENGTH p- 8' PANEL LENGTH (SEE ELEVATION 1 # } (SEE ELEVATIONq ON SHEET 12). ON. SHEET 12) I -- n MR TOGLASS.IN'-•SEPANU7N0)F I i � IT R i fl DL,155. I i ) � Vz I ' 012 to 2'x4" WOO(1, "-t" 4 2`x{' l {t k 3 tl I. PLATE �) REQUIRED S 1 i f REOXRED 'I I ti 7 J4'P PMffLNATE PF.US . 7J4'! PANE7JNATE PLUS JACHOR O 12 Y/2' O.C. �. t1 4 wONDR a 72 7!2' D.C. i ^l IT „1 t , nt- ~< 3AW Tm FFNIELS�"A1� L. A WALL IAO11jjjL /*<L Q.44167 FLORIDA BUILDING CODE Mon High VatHu leans Zone) - b144: "m 11130014 w- FR. 24 GAGE CALYk(iZEO STEEL STORM PANEL STATE (DMBN 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. .y� .aB DESIGN PRESSURiE RATINGS (p.a.f) AND PANEL $ Q?p FLUR ` DAL PROTE CTIGN PRODUCTS, LLC. Dl/2Tf 9 -. ILL E DOE, LENGTHS AS PER ELEVATION ON SHEET f2. 4'h' S/ONAL E� 4e00 S.W. 61 sns 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD k f -•'" 't� xa MR A. w. 56 MNNa wFwaR. R ntf DIRE n. =14 TO BE SOUTHERN PINE No 2. W/ SPECIFIC NANNuaNMt1A1 PHOW: FAX, 20-175 MEMBERS Pw.: NaR a 'Ka. tRN 4'n-tat 054)M-76/6. M4)50- W DENSITY OF 0.55- OR EQUAL rA- tv ax Hm.4,x Q ..wI.RM ,s o 1,N • ,wa r RE 8EA1/3LbfAnMEHhgt 9NaiFR b'ISili dG.. T.E. I 410 tf•,a . 9ME[i to or 1s zq CU U) (Q O -� U (3)O 0 Q CIO O n- .0) U a) U) O O �- O O 0) cu O O }A LL 4� O /-� VJ . _ f A 'O WL- E .,�/�{•�6A O /- L cu -P-0 r^ CW �. N cn x c i+; O t13 y Q O (TJ 3: y N ® ! W A 3 > "'> w ✓ W Q_a -- E (q O O D C U L >�(]. m ®W cn�.� O C U c O U 1� �/'�) V cu LLI Q Z z Q J SHEET NO. SH 1.4 EZt/18, EZ1 W/1 a ANCIaas " . (SEE SECTION ED a ALTERNATIVE EZ1W ON SHEET 10) «3• Mex- MIPL NOTE 2) �� r{yE {(OTE NOTE 2) {/Y EB'C+1 /16',P ALUMINUM RIVET LAST PANELQ TO F1E s4STAL1E0 AT EACH O r/2" o 0 o D o o d O o PROVIDED W// REAR HANDLE TO FACILITATE its 1111 10 BE INSTALLED FROM INSIDE OF STRUCTUR AT 2 FANIMPERI NOM T D--'--r--r-3•- .-T-T-_ I (END PANEL} (11EriRDR PANEL) (INTERIOR PANEL) (IWER)OR PANEL) SEE NOTES 2" 3, 4 -' OF 1' 2000; E-Z HANG S (ENO PANEL} MAX i CONSiSTINC OF ANEL + COnt- TRACKS TO SEE NOTES 2. 3, 4 I I (2). END PANELS SHALL BE BE CONNECTS OTHERWISE A STOP I9AR (,91 SHALT- BE PR01 PANOLENGTH PANELS. o +f- M.0 P-a.l.(3)•.IF END PANELS ARE CONNECTED TO BOTTI TIF-47 _� I SHALL CONSIST OF f/4'V-2Ox3/4- M.S. N TED PANELS W/ 1/N-20xt' I NUT OR 1/4-ax3/4" Min. THUMBSCREW IN' ss. BOLTS w/Q� O FA. OVERLAP TRACK. LOCATION OF FASTENERS MAY BE I I (SEE SECTIONS AS APPLICABLE) - EXTERIOR Mt FLANGES OF END PANEL. - - OFF 'L" (4). IN CASE THAT ENO PANELS ARE NOT CON! - -'> i �' - - -' - MI}X. i TRACK (I.E. A STOP BAR i8 ONLY USED AT f PANELS SMALL. BE CONNECTED TO BOTTOM INDICATED ON NOTE (3) ABOVE. IN SUCH ( JJ_Ll iJ_lLJJ1LIJJ_L J.l '"C_lLLL1JJ JJJ1JJ LLJ_LLJJ1 aL_1_ 1 _J PANELS TO BOTTOM TrtACK MAOCCUR AT SEE NOTE 4-4 3• M9s � 1° Min, 13 LOW LY` �� , TE 3 t' Mln, t INSTALLATIONS ONLY VALID FOR WIND ANCHORS SPEED UP TO 170 m,p.h.. .-(SEE SECTION ELY a ALTERNATIVE EZIW ON SHEET IS)I -- EZt/18, EZt W/18 TYPICAL ELEYAIIQN FOR SERIES 2000 E-Z. HANG SJORM PANEL SYSTEM1� SCALE: 3/32"=1" '- ! 2.8BT'(AEN OVERLAP 1/4' M­ GAP 1/4' 3W(. CM d SIION A -A SCALE: 3 32'=1' NiS�\7111A-Tl ' ,...E FLORIDA BUILDING CODE Nan I 0.44167 = a'ele TAxw re 24 GAGE GALVANIZED STE STATE T ECO16rc. L PROTECTION F 4800 S.W. 5i S FLOH10p;U n aaW r scow wad NWM Dax FLsx at`� ` Is,.a :tar xn,�p�Ms m-wr "ME; ia5+1Aw-]xs, Fu ,AN Gt-1'Y1N � WKTEA A tNJT Jr.< P,EI le-4 Alr/1n1111114 _ +41 t MOVE NGINEE RING ENGINEERING All American Shutters and Glass - 24ga Galvanized Steel Storm Panels ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT No 33%increase in allowable stress has been used in the design of this product Separation from glazing is not required for Installations outside of wind zone 4 atrc September 15, 2020 Impact Resistance: Application Number: 178410A - R2 £X PTo'ect. Number: 20-315t3 ) r e Impact Resistance demonstrated v( i previously Large R has been de n !rated as evidenced n toes Aster 9 � w b accounted for inthe e engineeringdesignproduct, � � g Product Manufacturer. AR American Shutters and Glass Manufacturer Address: 1540 Donna Road Wind Load Resistance West Patin Beach, FL 33409 This product has been designed to resist wind loads as indicated In the span Oche respective Product Evaluation Document (i.e. engineering drawing). Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Reandant installation This product shalt be Installed In strict compliance with Its respective Product Eval engineering drawing), Siang with all components noted therein. Scope Of EY8i0atiOn: p Product components shall be of the material specified In that product's respective INS Product Evaluation Report is being Issued in accordance with the requirements of the Florida Document Q.e. engineering drawing). Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3.005, F,A,C., for statewide acceptance per Method 1(d). The product noted above has been Limitations & Conditions of Use: tested and/or evaluated as summarized herein to show compliance with the Florida Building Cade Seventh Edition (2020) and is, for the purpose trended, at least equivalent to that required by the Code. Use of this product shall be In strict accordance with the respective Product EvahB Re-evaluation of this product slat be required following pertinent. Florida Building Code modificallons or engineering drawing) as noted herein. revisions. All supporting host structures shelf be designed to "at all superimposed bads a listed in this pro duefs respective anchor schedule. Host structure conditions wtic Substantiating Data: in this product's respective anchor schedule shag be designed fat on a she•specifi professional engineer. • PRODUCT EVALUATION DOCUMENTS All components which are permanently installed shall be protected against corrosi EX drawing N20:f1543 Ned "24ga Galvanized Steel Storm Panels 04VHZ & Non-H1 W. sheets 1-5. otter such damage at all times. prepared by Engineering Express, signed & sealed by Frank Bernardo, P.E. is an integral part of this This product has been designed for use within and outside the High Velocity Hum Evaluation Report. • TEST REPORTS Respectfully, niforms state n s n i U and rap performance has been tested r accordance with TAS 202 test standards r test report(s) ABT-ASG-17.00� Slackwater Testing, Inc. Large Missile Impact resistance and cycle loading performance has been tasted In accordance with TAS BcaN ".•, 201 and TAS 203 test standards per test reports) MBT-ASG-17-001 by Slackwatar Tung, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engilleadng calculations have been prepared which evaluate the product based on *•�,,,, P, owt5" comparative and/or rational analysis to quality the following design criteria: 1. Maximum Allowable Spans ,GAF',• 2. Minimum Allowable Spares Pram. Bernardo, PE 3. Minimum Glass Separation ENGINEEIRtHe 4. Anchor Spacing #PEOD465491 C.AAuth. 9885 160 SW 12r" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLOR (954) 354-0660 1 (866) 396-9999 (954)354-.06601(866)396-9999 TEAM@ ENGINEERINGEXPRESS.COM TEAM@ENGINEERING EXPRESS.COM ENGINEERTNGEXPREOs.c OM ENGINEERING EXPRESS.COM IJ P -`FI .3 rr> •.n Iva + 4n Tf Ir.. rr si..r'. kl'a U 1 L u ll l 1. , til 3.'.LL a-K o- oxm �'re >, A, ,. „ .. " - ///IW C J rr" 1 r r.Tc •- R ' rJ arts r:: n; 4'1 •S 11 TK 17T-T Vf'� Y < . T- Irv) WWI)` - f0 ¢ t li I; IU ti MA. iT - I ' _ M r-.v f21 L 97Z :aTf".. Hlrl Cv.;-.SE-'.4LP :,. R.3 LN;,R x:.. PER •1:-F �u Ns'rl s 'tJ F, - :11'Y :r iJ Fn �a r r 5 , J_ . • M .,: - 4_ u r F N N i i. - - H--: -Iq• AL i.R1/AT_BUBD01r NOUMTIRL Efii'RIl6RIN3 e.r.•n, t-4.-�wt\`r-� Wy' - 10 NNt J A FC ";U F.r - hl . I i ,Fr AU 1 x� tNU/ 0 M Gm. - R0 R OUNr BC[rON h. rta rrr rIF tll IltlL 'A K ,SILT ra4ti PI r r n Ni r3D. II Nt IRII '-c:NDn I 1 rt y_ - ..; "= ul � RLrPL calm .I -IUS A y^ '.I� C '9.G 4' f�PF4L'FwTM_S3,TY iK'R_.I C-n YNe+, IN J.l} 1y�c caJV TYPO IYi 1 Xv- . r011111-11.111 11 it T, w n BcCTIDN ILK Fir HPr dFP,n x::. x':'Pr BC W5 k _1 _ a4KJW ' s n MO Lp :TPLkRPE MAY~- • y r s ci •a ♦: n ,-sree" r .asJ' C f +t'•it. r -IRn I•Nv ,u rmu>.w,v - c, lee . 'HV - I T rrP �PAu.a. M„R t AI I. 11 t p4ifH^ 11) r L.H u -itdl 'Tb> E lC,, u t: rt f'IV H P 1 r_T.a. Clltl fI JJJ'Jr hIN Cl/iY. -,G• 1: Lr.M• '' �a ILIC P N• ' � Trlr. ��xINLL., :.n-(i Y V I I`kl Tt N 4 .r S. 1 ,D��w . ,11r1� 1" w•n Av H<A :- r<+, ,,_ern., .6IrC. rnAv', rs. -a role rA•.I ' �1._OPTMHAL TOp/�TTDM:CL05Une UTAiL AI. • E x _ L > 1 Lt ,_ Ntr1C 1EtiU1 11. 2 VV TYPF LJ' I Y !Ky 1: "Pup i,NfR IMRIN1 "1 "ilnE (-'�'h' INM:K)ISIRH:I M 1111 :'SH: TEN L.I .ti t:IxJH { ••"I AYS BE :NO€0 M .K 3UCH TION NO I NO CS OF ION. T Its 3, aerial d for tired and I. INSTALLABON QUAILS FOR SERIES 2000 E--Z HANG STORM PANEL_ INTO POURED CONCRETE, CONCREIE LOCK AND WOOD STRUCTURES �PouREa � � OR , 4v TAPCON F`` l CONCRETE BLOCK `I ANCHOR O tZ' OO.C. :� .r "`"� _ rarrr' tit NEAO. TEK WOOD INEAE] :'.,,, ! ' , I• "'"' 14x1' IKI( HEAD TEN tle# TAPCOM ANCHOR O 12".. D.C. I 1; EDGE L1F' A}/4' FROM RELriHP!¢D`""" �7 j ! EDGE DF (rJ I RI 1 2MIR i I T!+'e-lost' t tl ARATION-f 1F41. �O- JJ fltl511 EPARA7'• i_.^�AlUMaq.UA GLAS5'iTo 1� POP fi1A55 TO GtA55. RWBRUM POP N I � 1 M L 1! 1/+:s-tat• p SAX WA)L , 5S lOL19 W p I YNL I MAX 1/4Y-eat AT P PANEL LENGTHW EELIe W U PANEL LENGTH It T ---- �L I a r" 15 . 1 1 Ran. I 20x2° _ ,1/4'f p TO , j 7 R^-SEPARATWN'- I 11( l TO CLASS. OF I"L° , r„p•, O,L" u ; I i L�J 1 RAL E. NAX. i(i� , J ./2 ,-f12 � t 7 I I 1: 1' p/4"B TAPL'dN ANCHOR 1/4-0 TAPCDN - / D POURED ( 1 1) 2"x4' WOOD 12' LAIE ANCHOR O O.C. OR RE -DULLED i - CONCRETE BLOCK A, REIIUNND. WALL MOUNTING WALL MOUNTING SECTION EZ1 Aft& EZ1W SCALE 3/8-1" SCALE 3/8-1' P. TELL V, FLORIDA BUILDING COi)E Non NI h Yaioel Nurricone Zane ' * MIN. PANEL LENGTH _i F D. 4 Q= ' Ri6... 24 GAGE GALVAWMD STEEL STORM PANEL ram' ONLY VALID FOR A.S.D. DESIGN SHALL BE 2 -6' 1. INSTALLATION ARE MAX. PRESSURE RATING +/- 40.0 P.O. AND W-O' MAX s STATE� PANEL LENGTH. D¢ LTal:EQ.,c. GLOBAL PROTECTION PRODUCTSp tLC. •" .am SW. at STREET2. FOR tpEtY WOOD FRAME CONSTRUCTION: WOOD Df.'`GOR10 y�7 co�AHr MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4 ``7 "- +W' 'P"' °" "'°P' "r s" 4"°°` n a1'a` 0+w' n- F= ( 20-175 �ryy :Sip '---•E� a �' Ixq n,-lalo m-,an aKeR: (m4pOWL F_ 333 (a5s)m9-PM'r DENSITY OF 0.55 OR EQUAL. ji0rllr111d amp Irrv,p .Mid r M Is"" Na: T(R,�OAR �t�CA-OpON7rA. P£ r a1D Q:N9 f + WEPT 19 tr to ALL AMERICAN SHUTTERS AND GLASS `24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ) WIDTH UNLIMITED. (PERfi� TO PANEL SPAN) CONN TOP MOUNT (' TYPE AS RE 'D Q T YP. SECTIONS -r OPTIONAL / "-30 STITCH BOLTS WITH wasNEPED WINGNUTS FASTENED O UJ "� •^le D� ¢ OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW BDTT04 (iDPlN ! / 1g MOUNT TYPE AS-JJ .i REQ'D) "^"Y pc ^TR0.391" 0.375° .-'-. -OBSTRUCTION I\I _T (LOCATION MAY VARY).. BOTTOM MOUNT (CONNJ BEIAW J TYPE AS REQ'O) (SPAN OBSTRUCTION) 1E NOTCHED AS TEQUIRED',. OPTIONALY4 20 STITCH BOLTS WITH 01ASHERED �IANE_5MAY PROVIDED TWAT CONNECTIONU SAND ANCHORS ARE USED WHICH SATISFY L'ANGNUTS FASTENEDOVEIUAPS SPANS ABOVE S BELOW OBSTRUCTION, O MIDSPAN (USE gPPROPRIATE:SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: RA N 4 2. GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS WIND ZONE 4 & ESSENTIAL FACILITI IHVHL EST MARNA _-- DESiGtt ALLOWABLE INStALLATK)NS LESS INSTgLIATiONS GREATER INSTALLATIONS PRESSURE SPAN tirlwxl THAN 30'A90VE GRADE THAN 30'ABDVEGRADf 1,iSFt f Ph3G F 130.0 in ELMS. '• 2.10in •/-35 ."._,.140_ 130.O fa ..__� E.Obin. 2.16M... 230.0In 606 Et +f a5 ,.... 130.0I11 EDE in 16in- / w L_..13001 -.-i 606 x, 216 Sn / -55 _ 2 20661 6A8 in 2.35, n •1-60 93.2 w 6.09 in 2.53 in +f•ES 1 S9.81n 6,11 In 2.721n SAJP_ 6.12 M 2.901n +f-72 27.01n 6.13.1,, 2.981. 1. ENTER SPAN SCHEDULES W1TH NEGAT)VE GN TOAD & PANEL F tO DES! ASL'9NE3t SPACING DETERMINE MAXIMUM ALLOWABLE STORH PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOAD LESS THAN OR LTO NEGATIVE DESIGN LOADS. EQUAL I 'PANEL FASTENERS ARE STUDS USED IN CON ON WITH ALL MOUNTING EXTRUSIONS )UMCTI NTT ("P"-TRACK, STUDDED ANGLE, FTC), USE 6.2E O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL H" AND "U"-HEADSR S INCLUDING BUILD OUT CONDITIONS). 3- LNEAR INTERPOLATION BETWEEN AD 15 ACCEMABLE OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED- Z. SCHEDULE IS REQUIRED FOR USE WITH POSLTLVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD, 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN WIND ZONES I THROUGH 3 THE SEPARATION ACEDULE ASTM rNIMU GLASS FROM E SCHEDULE IS NOT REQUtREO AND NO MINIMUM SEPARATION Ft10M-THE PRMIM OPENING IS REQUIREM MAXIMUM ALLOWABLE ` DESIGN PRESSURES:`' AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULLAATED FOR USE W[TH THIS SYSTEM SHALL BE DETERMINEDPER SEPARATE ENGINEERING IN ACCORDANCE WITH TH E GOVERNING E PRESSURE W Vi EMS AS p pp REM 1609 M NE' L CCORDkNEE W17 ASCE 7 AND CHAPTER R D A H CHA ER l OI U THE THE P A rrIVE R CODE SHALL DESIGN LESS THAN OR EQUAL TO CATHE POSITIVE O0. NEGATIVE DESIGN ASSEMBLE CAPACITY VALUES LISTED HEREIN FORANY" ASSEMBLY AS SHOWN• GENERAL NOTES: VISIT ECALC.I0/51643 r. $'.fr-.1 WaiBANpE6RIGEXPR�B COWATOPE ■ r FOKAWIr0nRLlVwa hEPGRTa.• 1¢90tACE9 MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT $ vg� gg H Header ' 0" 23" 4• 2a." r 4 9rHdaK'U' Reactor : O" 0" 2rZr 2r O' 24' 28" F 2s5 8 "U" Header 0 0° 0" r 2&" a 4" 0^ Zr 39" S 24". 11" f` f"" 3D' Zr23" U i'Ut BuIMou1 "F'TrRdL. a4" 24' 24° 30° 4V 4p' 51Y 49' 24" 4r da" �' Mr 33' g 'P T teak 2T 2Y 3I" Sr0"90" SrF 2S' 40" 9t" 22' 2i' 2Y 11" 2r30' D` il' 20' 22' aa' 1,• 31- OkedMoud 24• 2r 2r 30' 4r 51t 20" 4r 24r' 4r 3V Sr 'U" Haedar W O' P ar ar 2r 22' N' P 2r 23" 2S "F T racx 2 r 24" 2 4" 30" A8' SO':' 24' 2r 4a' Stud MOM23 23" 11" 31" 11. Zr 9(Y i 1' 337 C" nNr 29" 28" 2b• 31 ;MVAny ar.uwN.laae.wxa x,axlMun.RLL,Aw«xe.nPAm anacv vc. Fnrwnwriwiwn uPnwan.w 44p1D PTYOP dF ROH PANEL >RHS 55 9HAN SE rA '' VE aRF T maa6 06T RRN LE 1T#0 NOT80 SN BLEABO ND aceEPrneLe 2. NO SEPAMTTON FROM OrASS is REQUIRED t'erlEJl PANEL.1EtKaH 1S GA6ATER'nWl THAYNOT&r 6¢L RE6PBCTIVE Mou 4 CPMWNAnON ABOVE, 3. 11"=140E5 REQUIRED ALL BUROOUT""IS 1N TAM€ ABOVE. *1*" SIDE CLOSURES ARENOr RM KM 4 NG m N DETAIL 'F USED Wlni BUIlDOU. MOUNn {DND DNS, [RC0 SEPARATION OH GLOSS SNALL � PER D l IaYLII 4. TABLE APPLIES 0.5- 0 CZSN 32 a N11i, OR NRTHOdi STRCN 0OLS5 AND PMaRS aaOTN WITH PRIVET 0 T ) Mpl , FASTENERS P 13.E"OA 5.25'4�G 5. PANELS MAY SPAN , i Y M0iO NE L Mi ON4 N TP ESE>D" N CLOSURES Ja IAtpIUP, (L OPn P6t MG 4l'K uSIInG ANY IAOt3MING CONOmON SHOWN IN ORA NCS. L'PEW PER 6tT ). TMbv6 M'7 l L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING N N in N Ca 2 N - }, U _0 .� to U -0 a)4. a- C C =:3 CIO co Cn C Q 'S U LL O .� -0 E O^U O .� VJ Q 2-.250" 0 094" I� 2.990" 2.250' r 2.250" r'I�0.060" 0:094 0.094" 0.750" 11pp11 D.c. - 625 " aN $ Y d20" O T- TYP �$ lTYP 4 $ N � , ° 0:094" N 0Afi2" ry, - L,930" 1, 1 0.12E N O,D62 D62" f 2.aDo" i 0 062 a . ' 2.000 '-•I .� I- 135 • z.Doo -.I D00" 2 -i 2 020" �. 2 �.121' � 1.190" U "N• HEADER. :in"U' NEADER ®auRO-OUT 'U' k1EA0ER d�- G.I d-PAN CLOSURE. �_ r$I jc,4 `+ S7 xL K L L - I I 3 360" MAX. 0.313" .•I 1.51 1.560"I�-11.46f1," 3�.510 0;36$•-•j 31 5^ D.376" OAg} 0:376° �OT.' 15 pp a ? -il 0:179°_'I 655" 6.19 0�655" 0.190" i i-0,155" 0.066" �35D" 1,007' �'.�33" N .L 12.500"PANEL COVERAGE �- q�P� ��RI�a{� , w 14V75"PANEL LEN I'v I ,he� lu' {t1.S45.I 0.524:15U. .250"� 'p,�Fy� �� MA E E7OH i D.250" ooso" 3 Z,04� D090�Lwr¢fP DT z13" au' D71o" RD.a3s' 0.3os TY P'. TYP. D 7f1O": U. , TYp. DOJD� G 1RACKW fi EO XIINGWIT. 0957". MWLD-01T -r IRAEN N P Q{g aN � f0, v. 14 '+LnF 7i " 0.190' Z d LEG OIR[RION � D N 1 L.11 ��--3.000" D.12 4P/EQSED lei yo{ o L J:P .41JLL 4�, 7- ANOE ry'IRPA. (EXTENDED) Y h 1000, V- Ota v Ei"I'li!0 { { ' II ilk (.I IY t.LII t%3 a OVERLAP 4 MAXCOR :... NERa0SDE IlRETAIL. 1 %-25"MAX. l.+ 0.189"1� .25 f-"MAX, .. MAX. W O ^T Tian a: BUILD-OUTJ i rrr us mL.rr n WMl owuxrlT QnI1Rr Ur All DISTRNCE a r'1 T­ r 1 � rt c 1.0DC` Q 1. n ' _ :. 1 1, L r y x ., . EMBED � 1000" •ev:'�n`�ina,'Dc a cenl # v.rrealP .;,:sxs Pi Ee u.. ' Nen 1p^n l,+ - "� g g OVERLAP C!{ 302D" eat c9-•;-axr-'aP"a., g2`li X 3,'�ILL MAX. "� r"1HIlll IS-Il I (. ,bi xrlA A ""�25".MAX: MAIN " zz .; I Lr. 3 UA I L>T : it i�C �:�• MJrt_ - 4" MAX. MIN. en ("S GVNiERCLOSURE DETAIL BED ` R V - . TRAPMDUNTOLMNE ETAIL „ETxIF� �R. ,r ail s(° $ D N:TS• S _ is S �a d ,r r N - 1 FWe t~ -' p i ' - t R V - ANCHOR SPACING 24 GAUGE PANELS;. PANEL FASTENERS SCHEDULE: 2/4' EDGE DISTANCE H,Ai xHFNr+nMMq 4r n uany4r3 r<Aa ,gins @ 12.5" D.C. A �N v .A sr eE 1"1 UU E U P JJ E. YO . C S.. d '• "i 1g � f b W W O rye del U' vv z0 t m0 r� 'IBg, a< I r,N "w o M WAM Inwommum Z S LL N d _ a U1 � ly 'Gr J J Q h J yy Nil >m Qp GI N' a d ANCHOR NOTES: 1 ANCHOR SCHEDULE APPLIES L PRODUCTS Ci". CERTIFIED HE BUT Y LE L TO ROW SC REIN U ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING! MAXIMUM ALLOWABLE 5.: NS AND PRESSUfIESINDICATED PA IN SPAN SCHED LE5HA LAP LY. U L P 2. ENTERANCH�i SC/IEWLE BASED OI4 PANEL FASTENE0.5PgCING, THE'EXISTINGSTRULTURE MATERIAL,aANCHOR TYPE SELECT DESIGN LC/AD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUA L 70 SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APP0.0PR1ATE MDU NTING CONDITION SEE MOUNTING DETAILS ON C SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3 PANEL FASTENERS" ARE STUDS USED IN CONI UNCTION WITH ALL MOUNTING EXTRUSIONS °F' TRACK57UDDED ANGLE ETC USE 6.25° O C PANEL FASTS ER SPACING I R UAL G DR 1 E N E UE F ALL H" AND U" HEADER (INCLUDING BUILD UT CONDITIONS). S P 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH MAfVUFACrU RERS' RECOMMENDATIONS, S. HOLLOW BLOCK HOST STRUCTURE 5MALL CONFORM TO ASTM C90 BLOC K 6 MINIMUM EMBEDMENT SHALL BE AS: NOTED IN ANCHOR SCHEOULE 7 MIN -MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK,,ANd OTHER WALL SHES"V L N FINI !AL FI I5HE 5HRLL BELIMITEDTD:L4"M11'XOR SHALL 6E VERIFIED BY OTHERS :TO ADE UATELY TRANSFER LO0.DSi0 HOS'STRUCTURE. Q. T 9, CONCRETE ANCHORS E IN:SHALL BE " DD® NOT D HERE EMBE i0 UN CRACI�D CONCRETE ONLY, 9. WHEREEXISTING STRUCTURE IS WOOD FRAMING, EXISTING CON OMONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE.CLOSURE PIECES. 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD. STUD ('Y4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER: DENSITY. LAG SCREW IPS ANCHORS HEAD ARE: DEWA:HEAD, SHALL HAVE REMOVAPHILBLE I.J.RfMDVABLE ANCHORS ARE: REVIAL7 PANELMATE, ALL -POINTS -SET fl BRASS BUSHING, L2. NE SCREWS HAVE -" MINIMUM ENGAG E TRUrS HEAD I, T DF MACHOR INE ALL A E if2. EM N THREADS IN70 THE BALE 13 CHMINtIMUM EMBEDMENT AND VE ErrHER AEDGE DISTPAN ANCE EXCLU DES STUCCO OR OTHER WALL FINIISS-H�ES.�N O. 14. ® DESIGNATES ANCHOR 6.OFIDITItDNS WHICH ARE NOT ACCEPTABLE USES. 15, 31c EAR IT MOUNTING CONDITIDN6'• 16 LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. Rg qpp s! S IS WPYRINRPANItRMNJr70/E: E pppW &@aE _ 20-31543 - PA45REIBBQIPIfaN, '1J4.11d1r1"1•Y'1i i®fs�®��®®�a�1®prarpp -�� G4J1°AlC4.�®P1.4.1lLTlt�i� ° ' / �// / f/J)�lJE1}�T � r , 1��I �%�J// // lFf>�IEi�ii�B�®� �. 1 MA%OEB1aN ANCHOR: PRESSURE TYPE P Ps TIP ID Ii-II' S,pnW TIP Ili R':-N' f:YAN U'ID II 11" OONN.rYP! Gt t3 C4 CONN TYPE CI C2 [3 [4 DONN TYPII CS G G4 z a ur uz'ENBEO 33 u:REYr 41 n, /B 52 72 12S 160'160 309' 12,5' 16 4 560 7 12 5 1 0 S60 bS" 6 1 2fi ]6 U'3bD BB 12.5' SGD 15 1 D IS 1 3 2 e 1 O 3A8 BO" 125 I40 160 7. S" 12.E 164 147 60 125' 760 ]41:6'9" 135 iY5 16,0'16O 3fiD"14T 69° 8.0 12: 5' 12.5' 160 16- O 14]" 60" 1 - fi0^ 4 T' 125' 325' 16 14 T' :0" n 6 1 0 14 "6.a" fi ] � 3 4i1 x i:1f2` 616[D 33 1YOOD SOREW ell 48 5Z 7Z 4° x 1- A^ CN0T0 17 1J 33 TAPeRry `GF0.S' 41 y 4M T 52 T2 125 i&0" 160 30.3 12:5 16-4 t21" 7'0" 12 S' 160 109" 62" 125 ICU' 141 81" 12.5' 160 97' S 6 12 S' 7" b ' S60 9 6' i25 125' 12 S' 125 160" 12.0 Sd.O" 113" ib.d' 9.6' 14:0".1b0 7D 64" 5 6 12:5 12:T 12.E 12£' 5 169 1bD Sb 0' 164 9:6' 66" 9.d" S.6' R�4" 5 6' LY,S"4"1D.2': 12 S' 12,5" 3.5' 2 6.0 9.6" S6" Ifi O" 98° 5.6" 0" 9.61 36 S�6" 6 X 25 16 "133" Q i2. S 1 64 92" 72.E" 160 9.2"' 12 5' !b 0" 11 4 12.E 16 0 4 1" 32,5" 36 0 9.1" 12.E 125 Sfi IX.' 10.E 1fi0"- .1' 4 12:5' 12.5' 150 1E 0. 9.Y"' 91' O' �F BED 33 nil POnRA`1S' 41 trOOD BUSHING 48 52 H'1MRW T2 125 ]b 0' 8.6 73 12.9 SS b 60' 38 5 12 5 1fi0' 1.0 3.9 12.5' 32 5 4 8' 91 0.23" 4 12 S ]5 4' S.9' S.0" 6.2E 12 3 4 7" 4 0' 6.25" L2.511 - 14.2' S.5 4.7• 6.2E 12 3 4.7" 4 O^ 625' 8.2E"' 12.3" 4.7" a:25' 12:3' 4.7" 4.0" 6.25" E Z Z W J tell�. - 11I� 'I, 7 _ L t;'14 C.� Q N p- -� -'fir • � s _ y fo I ` --C a 0L .0 fill 0 O O C �+ W cin rid i U)) v tCIO i 0- Q �0 U tO i U t- CAA/ I W UJ S G Z Z Z Q J d SHEET NO. SH 1.5