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HomeMy WebLinkAbout6313 Beverly Hills Dr0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, RISH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES l000oo000 �_'J L E N N A R,w 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET C 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 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. CIA " L C� ® f J l 1 �.t� ! • F.y CD M - u y t' Q M ( U L ) t13 U3 O O >>t2 °W t: jt4�`•S fo N ys • A � � ` � l,. lye - L� S i I•I To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. n H nr E o c� sc 00 J _ Q N N-iJt LL V N a�O QC7 ifj - Q� a0 N it LL W U J 1': QQj r� Y C J W N .; mu_LL 0 7g105 -C o O � � •� N co m O J W og�� m 04Z Wu) aa0 Z N M Z O p VLL U Z n M e�- z 0 z � z Q a V) z M v 0 o 0 +-j N O o V, c N %n CD L c " ?`5L I o w MZ o L _� LL ZR _® Q E �'= N w E aCU F— n7 x 0 U 0 _ c O ¢r OQ N ao wz a? <o m� ris O U a oZ Z w a V �o r- W tii o a �o J �0 C) d r °zR 3 M J� J O �11 m LO CO -,q- 2V� r :) T Y ^Q �Cr 'r^^ f1 V / Co O In N Q N r ui C`V o m Ln N Z Z E r c n. U 6 Q p � JOB NO : 22-02365 SCALE : AS NOTED SHEET N C C� VARIES, 2" LESS THAI CABINETS BELOW 7111�ROR- i H fb ib E:1 RANGE KITCHEN -�� MIRROR II - O it o ib Cl) MASTER BATHROOM KITCHEN INTERIOR DETAILS. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD 0 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR ON BATHROOM WALL o oo- TOILET 4 SHWR. o 0 VALVES SOAP I PAPER O I HOLDER 4 rt q o o FIN. FLR. N BATHROOMS, SHOWERS AND TUBS O TUB a' DOUBLE RODS SINGLE ROD CLOSETS/LAUNDRY 11 BATHROOM 2 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE b O °D Q CABINETS 00 o oo r O O 2x > FRAMING 1/2" GYP V M N [- V ? BOARD FIN FIR. FIN. FLR. SHELVING x ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 0 N ca WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX @� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT a UJ � OQJ U U �U 80_ >W 7.-�zo: v 4-- HB gr,,_n„ 12'-0" 13'-0" 8'-3" T-9" 1 V-8" AC PAD OHB 35-SH ■ ■ ■ - ■ ■ - - - - - - - - - - - - - I - - - - - - - - ■ -NOOK I ■ LANAI 8'-8" FLAT CLG. 8'-0" FLAT CLG. AFF I CD TILE I 12'-4" I ■ _ O6068 I -.. _ - - -. � � SIN ■ I v I II � � II I II ■ 0 LL,LO o o 0 a IR 3 I o � zo ^1N -- ; FAMILY ■ F o - ID I 8'-8" FLAT CLG. ■ Ip I CARPET I� 2,-2" T-741 ,_14"-- iTCHE - - 2468 _ 8'-8" FLAT CLG. TILE cn CV LO FLOOR G.T. - -- ~ REF. - -- - -- _------- - - - - -- 6 = - ----- 5 -- NIcL-A 5'-74' 3 2x4 2 DINING ■ STUDS / (3) 16d S W (3) GG ■ 1 NAILS @ BASE 8'-8" FLAT CLG. S3 09 CARPET _ 0 � 4' 2a 42" H 1/2 WALL OR RAILING PER LS-3 SPECS FLOOR G.T. ■ - - - -- - - - - - - - - - - - - - - H V. C7 U (3) 2x4 #2 SPF ■ O N STUDS w/ (3) 16d O `' IJ U- NAILS @ BASE 1 - - - - 4068 ARCH P D• S3 ti�6� �'8d� 8'-8" CLG. (3) 2x4 #2 SPF - TILE STUDS w/ HTT16 co N TP PE NK 0 o AT BASE ■ `° FOYER W LAU Q 8'-8" FLAT CLG. 8'-8" FLAT CLG. TILE S4 �. LE �. TILE H1 SW o 1T-10" BUILDER TO 35 10 EDGE OF SLAB 2"-J PROVIDE APPLIANCE BEYOND WALL ■ _ \ ` J_ PROTECTION WHEN D1 REQUIRED PER FBC NOTE: FINISHED WALLS o0 TO BE FLUSH. FIELD 8'-8"CLG.A.F.F. G.T. VERIFY_-- I ------- I ------------------ "CLG. A.F.F. - - - - - - - - - - - - - - - (JENTRY w wr__� w o����_ATTIC '-0" Z I °L----���J GARAGE FLAT CLG. AFF - - - - - - U 14 11 8'-0"CLG. A.F.F. >o§00 TYP. @ SINGLE o STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4' 4" 1'-4" r- - - - - - - - - - - - - - - - - - I I I - - - - - - - - - - - - - -1 I I I I I I I I K I I I I I S4 TYP. @ I I GARAGE I O I 16070 OVERHEAD DOOR 16-0" V-8" 5'-8" 19'-4" 25'-0" l'-4"X1'4" "L" / SHAPE CMU COLUMN C9 N O CV 50 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL co O 0 CO 1'-4"X1'-4" "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X25 S.H. 13 20 X 38 g 18 1 X 37 3 S.H. 14 20 X 50 1812 X 50 S.H. 15 20X63 181X62z S.H. 16 20 X 72 18' X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 8 26 x 37 d S.H. 1 H4 27 a X 50 8 26 x 50 S. H. 1H5 27' X 63 26 X 62 1/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 J X 26 36 2 X 25 112 S. H. 23 37 a X 38 e 36 J X 37 3/4 S.H. 24 37 J X 50 a 36 � X 50 S. H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 a X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 � X 25 S.H. 33 54 X 38 8 52 1 X 37 4 S. H. 34 54 X 50 a 52 1 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 2' X 711 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. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - B SCALE: Y4"=1'-0" (P 7: O 7 eV ! J W00 -� C !'S_- la- Y - L` i - <� L ? 0 N u W��_� to A O O >>11 0LU r/r.7 P S10 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 E ao o ih Q �+ N O N J . VO4 0 7 a0 rn # LL W M cn n r- w a M V .4N rn fn LL jj a-�Ir �co o Z _ 06 v LLL �g O~w - N 'D IY O -J co 0 CID Q Z LLW co a N �Z IYh O ZOU Un vOi W El El El z N O o z m Q � a J- 2 � r M N z 0o 1 LL ' T J 0 U0 w o U � W J � E L U oO W I � N O �Q O M a Z M J w o Z < � u- EI o Wo 'o o� � �� O Xo < o p gz a z CV L woo 5 w ¢omo �Y o zU3lof to aro <w Zo N W a c�-� o< wo co a Z o� w= J o << ;o IU V ¢ zlo 3 N O J >M Crn cc cc C9 a� L LO CID �} V T- :3 T It �'` Q Cr Y Ir- U) m 0 O o Ln 04 Q N T N m � LO N o Z z E T v; `m c a U 1 Q 0 � JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 1.1 KNEE WALL WITH 1x8 CAP &CASING OR �42" 36" RAILING 36" D 3/4" PLYWOOD DECKING 16 _ 15 14 _ _ 13_ 12' PRE-ENG FLOOR TRUSS 11_ 10 1x TREAD (TYP.) -� 3/4" PLYWOOD 9 1 DECKING 8 �` "'ram 1x RISERS (TYP. - 2x6 LANDING----,,, \ r` 6 2x4 FRAMING \ 1 5 42" KNEE WALL WITH \� 4 1x8 CAP & CASING OR 3 � � 36" RAILING 2 2x4 THRUST /I BLOCK STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING .yN CONT. HANDRAIL 36" H. CONT. GRASPABLE RAILING RETURN TO WALL DETAIL - - - B SCALE: NTS 2x4 THRUST BLOCK 50 (3) 2xl2 00 STRINGERS 1 3/4" PLYWOOD D2 -� DECKING TYP. @ 0(:E) 6 2x6 LANDING CORNERS (2) 25-SH D2 2x4 FRAMING I EGRESS TYP. STAIR SECTION Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches r provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. nder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. ), SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 D2 SIM. w/ (1) MSTAM36 @ BASE 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE 3 D2 SIM. w/ (1) MSTAM36 @ BASE --------- GG=T'- MASTER BEDROOM 8'-0" FLAT CLG CARPET MJ4068 6 B.F. - - - - - - - - - - - - R/SH " 4'-8" M in 16 42" H 1/2 WALL OR RAILING PER 15 , SPECS 13 12 11 TECH CENTER 10 T-11" 9 T-3" _ 8 7 ----- 6 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR General Notes R302.5 Dwelling/Garage Opening/Penetration Protection REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS Opening and penetrations through walls or ceilings separating the BEARING WALL SCHEDULE ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. HEIGHT STUD SPECIES SPACING EXCEPT IN WET AREAS. SPACE WET AREA R302.5.1 Opening Protection FURRING AT 16" O.C. Openings from a private garage directly into a room used for SPF #2 3. NO RECESSES FOR SHOWERS. SHOWERS ARE sleeping purposes shall not be permitted. Other openings between TO BE PANNED WITH A PRE-FAB. BASE. the garage and residence shall be equipped with solid wood doors 8'-0" 2x4 SYP #2 16" O.C. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. not less than 1-3/8" in thickness, solid or honeycomb -core steel 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" doors not less than 1-3/8" thick, or 20-minute fire -rated doors. SPF #2 9'-0" 2x4 SYP #2 16" O.C. RECESS. REFER TO MASON'S SCOPE FOR R302.5.2 Duct Penetration RECESS WIDTH. Ducts in the garage and ducts penetrating the walls or ceilings SPF #2 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET separating the dwelling from the garage shall be constructed of a (*) 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 2x6 SYP #2 16" O.C. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; nonmetallic class 0 or classl duct board, or other approved 40' PRODUCT LINE - MIN. 48" x 64" material and shall not have openings into the garage. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT 50'PRODUCT LINE -MIN. 48" x 76" EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE R302.5.3 Other Penetrations STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS Penetrations through the separation required in Section R302.6 16'-1" 2'-4" @ 12" O.C.' shall be protected as required by section R302.11, Item 4. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH *' WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. R302.6 Dwelling/Garage Fire Separation. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS" The garage shall be separated as required by Table R302.6. O(D 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR 1/2 33 SH D2 EXTERIOR WALLS TEMP 4-SH 71 O CCn4, � 1668 B.F. 2,�„5 6„ TEMP. GL. 4 8 M. BA I H I N o -- -- 8'-0" FLAT C G I I ENCL. ON 42" R/SH TILE- HIGH KNWL. 48x42 ' - - - -- RECESS T-0" SHOWEF 3 D2 3'-2" 0„ TB d F �� -i I TILE TO SIM. w/ (1) T A.F.F. MSTAM36 ` J 3"x22" ----- I __ I= @BASE TTIC I C la CCESS 8'-0" F T CLG 00 i C� N CAR T M O 2468 II `- TP HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 CD BEDROOM 2 - - 8'-0" FLAT CLG CARPET 4" 12'-2" = Lu N w D2 0 5068 B.F. J GO NA S6 N TYP. @ 2 STORY.SEE o JJ/S6 FOR � 7n.-913 STEMWALL OPT. 3' 4" 5'-7" 0o ti��6 T H O I M _ 8 0" FLAT CLG [LTLAEFT .F. 2868 TALE Jt,TfH CO BEDROOM 3 D2 8'-0" FLAT CLG SIM. w/ (1) G.T. CARPET MSTAM36 ------------@BASE11'-2" 11'-6" -I - - - - - - ------- G.T. - - I------� )b o � ti I = ' SIM. w/ (1) r iri I a ( MSTAM36 BEDROOM 4 @BASE 8'-0" FLAT CLG I 3 CARPET I D2 I o =I cnI 00 (D� m I m 1/2 33 SH I I H1 e 6 I I D2 I 25-SH 25-SH 9 I GRESS EGRESS D2 O D2 22 H1 B D1 H1 B I I 13-6" 2-11" 2'-10" 2' to I I I I I I I I I I I I I I I I I I I I I--------------------------------------- OPENING PRESSURES ENCLOSED - EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET HO SEE SN SHEET � t�Q 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 20 X 26 18 2 X 251 S.H. 13 20 X 38 g 181 X 371 S.H. 14 20X508 182'X50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182X711 S.H. 1 H2 27 1/4 X 26 26 X 25 3 S.H. 1H3 271/4X383 26x37 S.H. 1 H4 27 a X 508 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J 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 8 36 4 X 50 S.H. 25 37 a X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 � X 25 S.H. 33 54 X 38 g 521 X 37 S.H. 34 54 X 50 8 52 X 50 S.H. 35 54 X 63 52 2'X 62 z S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B SCALE: /4"=1'-0" N a o N D 00 _ ,> w IJ . i _ c c•', "= C CL• Q O O 'JCL -W JV N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H Q 0 o E c O M 8 N r * V c c# U- Q .7�0 N LL. W M Oq U) P- a � ut a v u a Y LU LL LL a Z J 0 �_�O W r m o O~ W W 0 W LL= 00 Z 2 N Q N M Z O 3 U � (n .: W ❑❑❑ z N M - o g z z � � Q J - M J (3)C �- o r>3t/Q w Q V O-� w S to �NU) = ~ A U w m i J E U Q soo o co w Z M U_ OZ a � �E o wo ZZo o0zN r� °w¢ E V aO Z t"- � _ � O ro KO a�Z w =o JU wz N t w� � � <o Z`�crzz -� maw Z Cn 3 ¢F oe Z ao �w W >, T U ¢ E <o I aE _0 T, o Q wa �° a ,-I- zZ 0 2 O i ` >M J Co� c� L co T_ :3 T i� Y ^ LL r^ V l m O o O � N � N E �' cLO � CV) Z m Z E T_Cc N c a U q p _J JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 1.2 -I — L--I -I ' I wMR Illl''r __1111'1 III -- OP E0 F- 60 00 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED 12 STUCCO 5� BANDS T.O.P. DR EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS 25 SH 2nd FIN. FLR— —— -- -->� — — --o -- T.O.M_-- / --— — — — — — — — — — T.O.M. GAR._ / ENTRY — — — — CJ / WEEP HDR. HGT. SCORED STUCCO BANDS 12 �5 FLASHING 12 TEXTURED 1 �a�����a 1 !04 CEMENTITIOUS SCORED FINISH ON CMU STUCCO � BANDS ilo SCORED ZO STUCCO E ��E� BANDS FIN_FLR.— 16070 OVERHEAD DOOR 3068 FRONT ELEVATION - B. SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS T.O.P._ - - -r -_ mm6w HDR. CJ CJ EXTERIOR PLASTER ON FRAME 25 SH SCORED STUCCO BANDS ri SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = 1'-0" I. FLR. T_O.M._ — — — — — — — — — — — — — — — — T.O.M. G_A_R. _ ENTRY I HDR. HGT. SCORED STUCCO BANDS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — /----FLASHING FIN. FLR.I----------------------L-----1--------I------------ 35 SH CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU RIGHT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.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 f con u us to the to 0 p 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 (lashings 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 QZ -S O 0 '1 ,— O ao `Y] X ® s-i- co i C( i t to O O N L ¢j 4__W / Lu Q 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 0 o f co Q O M 8 N^ ik N 31 tJL _ - Q "' a�0 LL W JLuQ u- y h LU z_01 - 7'm N '000O J W U) d ci oo ° a Z oo M Z E N O LL ov _jw Z W ❑ ❑ ❑ V � N S z co N z � � Q a- N M z A4-1LJ Cto O w o N U 42 LL, U o c ° N W �r°E cii Zo� <_ og ®oV &z CL Do ZcMeM_jLz ¢z ww Llu .< Cn O V "m °R = Z y < ' <<w z �� Z aZ a o w5 mo MJO coz¢ I aF °U � O 0 to cM 0 rn �o 0 �.i L- UC) CID Itt T 04 O LO N Q N T N ai m N LO vi N o Z Z E r N M a E 'a cc v ¢ o c � JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 2.1 -i _ 1 i1 _ 1 Il�d 11MIT, r,nrr��i .nn n. Hold r- IA iL'.TA1 , r_ A[ M1 m EXTEF PLASI FRAM TEXTU CEMEP FINISH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS TOM ­IGT_ ---- FLR_---1-- 12 4' OFFRIDGE 51 1/2 33 SH Ci I 6068 SGD 12 �5 25 SH 25 SH CJ / WEEP 35 SH REAR ELEVATION — B SCALE: 1/4" = 1'-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION — B SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%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 r o C%A-- o X 00 'A- 0 N i" ,r0 ;=S n00 >>t7 ,.-W i i cam: ILL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W U) ro _N Q O M p N it U O N � J m� o�� N a J LL �nC? itLLa to M rn � (Nn v , a. 13LL (O i� a w CK Q Z Zz 0 L '1 19 (0 _ o O 7 (0 N (_O m O J Z LLW r° c� a Z Z X Ln O N M OUvJN wv) z N M z $ -Zo a a z C7 `o u 4 N Tom• V � g 0 w s l/1 c N U) �r�E� U E l0 p _.... zl� �• Q V) O o M M m o w z 4 c E O E C �o o~ � <� Z® Da v Z F— _ NO xo VO d h z ao 'o ii Z 0 Q Z L ra cx J p J m C) o =. �Z U) �m W a`�'i iz oa 2 go w o to w� XI0 'O a � za 0 ; 2O = ` >M J O rn m O L L0 C r Y r�//�� VJ L� m O O Q N CV N r ui m y M N vi N o Z Z m E T- E N `m c c a U _J Q p JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 2.2 _I -_ I I__ I L_ __ ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided With a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 771 Nil HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT -� FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P13 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) a TELEVISION (OPTIONAL) ❑TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ►� ELECTRIC METER tL ELECTRIC PANEL DISCONNECT SWITCH C� J 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 NEMA1 150 AMP/ 200 AMP MAIN 0 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF 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. DEDICATED - RECEPTACLE FOR MICROWAVE RANG HOOD PER SPECS 1.5" VTR III 3" VTR III I� I I I I I i I I/ I \\ tl13" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER lI I ti SWITCH FOR O DISPOSAL �I I I I J I X LIC F 7oI GFI \ I'' N I I GFI 1 I DWI L I \N1- 1 ITCHEN I— Iml-ii / rs�z7►� 1[ Illltlll� SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" A/C PAD DISC. WP GFI A DEDICATED——` RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS w w W Z J �O:) CoPZ �UI=— >OJ� FI `1—DB & GFI TO ------- BE ALIGNED VERTICALLY I I COACH LIGHTS ZCOACH LIGHTS OR PREWIRE AS / OR PREWIRE AS PER SPECS / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I � I I I I I I I I I I I I I----------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B N N 00 a' O y C O w x U 0 Q j N I❑ ti5 cA O O ` -3 c L) 0LU CV CV 0 CV CV 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. 0 0 F- o oME �u V - 0 o m � N 7k LL W 0 N n r a -a w a M 0 u_ CL Q M J., Lt_ LLl u r a Z 0 M CI ° 0��� �o_j in °' Q = ILW a' Q a N rNiZ Xto 0 0 U� U) Z 000 CD Z N M 0 Z � N Z o Q J — U) tV h z v �N � _ LL w m 0 w g to �NZD � w I 0 U)4 481 O CD w M O Z Z < a. E � =o o. w= >� <� Z® oa OU OU Z c O O K U a¢ a O 0< ww N az wE i CY o mo Ott Z C!) J m o 6 w N o< Z Z 5-Zw d N W > 0 Co w �I'o Co Q of r Z< o 0 C O i >M C d- m 0 L0 M d' r VJ m CN C O L�n N Q N T N (D m w � N iri N a Z Z E T_ ui ccE c a 0 v v � a 0 c JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 3 II Ip It 1 i"111111111 111 111I I t !l=lRj ro"RIP1 }!'e '1 i I I I If'IL 11 111 L I } I 1 - I lI - - - - - - - - - - - - - - - - - - - - - - - U.l 0 (J) T 4'-0" ROOF VENT iIF 5:112 SLOPE 5:12 SLOPE Z LU ZONE-2 0 Q ATTIC SPACE 9 O O 1170 SQ. FT. O W J N Q N_ !Y � LU Cl- o N I 5:12 SLL 5:12 5:12 5:12 SLOP SLOP LOPE a till O J C F� Lo 5:112 SLOPE 5:12 SLOPE♦ I I w i I ZONE-1 i i i01 0ATTIC S PAC I4U316 SQ. FT. I I I I I I I i I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Ve(ntttAmt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper I SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required 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 - B SCALE: Y4'=V-0" C C O N O � M OO C C, Cz f) a� Q Q �- a C: O O ^ 0 �V-�OJ, F ci W` w ®w 1 1 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. WCo 10 F` 0 0prop 8 W # t%Cj N 0) LL 0 CC/ .5 M �r- W 0. I M� Y a. N _ >,•i Z 13 JCJLL LL LL 2 0 _ ' 0 I� _ @5c�_ .a N co , 0 W 1. W LLQ 0M°'°' ¢QC-0 a a Z OD N M Z X� 0 0 _j U) V M V Z N 10 o $ Z Z o Q� J h N^ W z g � o 4 wR Q A V 0 f0 w $ N C Y �V) U w E 8 I I' sm o Mm M o w z Q LL a E o �o �� � > <O �O oa E U U U 0 o Z H S3 C O C N UO a r i ao � 0 Q a z rw i < o w g 10 z rp Cy - C v J z U � o� Z aw N ¢0m z WT 3 < WLLa z s° j yLL r3 co co0. Jz �j d 03 0 2 CD i M J Qrn m m a� LO /1L� \V q:T T LL F Co 41 o � � o Q LO CN j r E m � N v; N o Z Z E r a U 0 Q p ) JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 4 CONTINUOUS REINF. SEE FND. FOR QUANTITY v , #5 X 25" X 25" CORNER v • i., BAR ONE FOR EA. HORIZ. REBAR, TYP. e e n4)1 • ° chi. e U.N.O. . 4 "Alternate: The reinf. bars shall be T - ° - - ° - Cont. around corner by cold v v. °. v v v. v v �. °. v �. °. v ♦ 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 U-j Zz w J CONTROL JOINT DETAIL }z OO U) Q z O LL O_p (n Q LU p J z C7 � z &) 11 O 19,_n,, T-5" 5'-2" 3-5" 11'-8" 1'4" 2'-6" x 2'-6" x AC PAD V-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH �w/3000 INDICATES FILLED CELL w PISI CONIC. GROUT I v a. p f 80 o FROM FTR. TO BEAM w/ (1) #5 _j I F_ I I I REBAR ERT. ABOVE SLAB. I ■ I I o 4" TYPICAL @ ALL PLACES I 6'-10" 5'-10" 00 00 HOOKED FTG I Ca ISHOWN. DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. I o I GRADE 40STEEL I I I C.J. I HVAC CHASE BASED ON---- — — — ------I ■ LOCATION M PROVIDE 1 1/2" RECESS FOR SGD I _ I S3 I REFER TO MASONSI 0 ■ I I F_SCOPE FOR WIDTH.I Cl) ZD I I III I I ■ - I� o I O �� I ■ I _ _ _. C.J. I II I s6 I TYP. @ + I 0o TWO I I °' 10 STORY 4' 1" 13'-8Y8" 3Y2" MIN. 3000psi CONC. EO SLAB FOR HERNANDO Lj COUNTY ONLY. 3Y2' MIN. II 2500psi CONC. SLAB I ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER I W I GG Np U ciI S3 I ■ I L _ c.J. — — I I I0 00 CV III I I I I 10 ■ III I I I I - C] �J r ■ o I I T-3" a 01 ■ I I PLUMBING STACK I I — — I — — — —J GG I I S3 o C.J. v 10 _ 13-1" CD T-0" STUB UP TO 2ND FLOOR I I J 2'-6" x 2'-6" x V-0" w/ (3) I FOR A/C --- ---_ -- #5's E.W. I �r��rr�rr���rrr r o � O -31/2'�SI o S3 S3 N L11 O w I I 17 9„ I I ■ ■ LLQD J w00� zw 512"3" > J m I O Q PROVIDE 1/2" X■N ¢n 1/2" RECESS F 00 Q FRONT DOOR_ -4" I °2 a9 u v I OJ 00 Ch I W w I TOP OF CONC./ 4" PAVER TO BE I > w I M — ■ I -� BELOW FIN. FLR. I ■IN I C.J. 0 4'-4" 1'-4" 2'-6" x 2'-6" x I I 80 1'-0" w/ (3) TYP. @ - L #5's E.W. o SINGLE I I I s3 STORY ■ I I ■ TYP. @ I o I ENTRY A I I o I I J i o g I-- (2) #5 VERTS w/in S3 (2) #5 VERTS w/in FILLED CELL FILLED CELL 4 — — — — — — 1'-8" 16'-0" 1'-8" 19'-4" 5'-8" }z OO U) Q z OD O Op wo J z C7 � z FLL NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING MONOLITHIC FOUNDATION - ELEV-B SCALE: v4"=1'-0" C` O O y r- LU Y � J y L f, f� O O J p LL1.1 sSi0t4 /r�ftEltfif(��itCt<< � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 r �n 'TE0 00 V Q N M Co LL ]�� i k LL W y - Q U) r r-� ur a LL M 2sZ 1 rSY� C U U_ U_ 5 mLL a W > Z J 2 V 0 W @ o� o13 W CU m m O W W : n o2m d N � ILZ o J a z _j ix LJ) v N 0 (.3 Q J O U W W ❑❑❑ V M � Z N n 00 �a QE3 U) rN N z o W ° U 0�/� v !! w o C N S U w r E z C O N Q f! • s�o r_ Mo z Z M J h o Z ¢ � U_ O C f ao o O E V o1 ¢Z 20 z® oL Z I— O oN 10 z a o U or az wg `z �w mo Vi C ¢ o� O a zt Z Z co � J m ¢ w f z rn aZ � < o� w 0 g° az W oLL O ¢¢(7 3 xO O cfl oa a? o- N Q J >M o t rn ,o O L M r =) T 1011�1 o U) m i-J 0 O N N Q N T ai E Z-1 N N d Z z E r E N w m a U _j Q J JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 5 0 CV 12'-0" 13'-0" 2 ze TYP. @ CORNERS FT3GE 0 60 N O @ 24"0 O.C. MIN-0 IN. \i 0 -n � J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL Em FT7G FT6 P. 1 L1 0 M RG. WALL Co 0 0 FT8G FT13GE BRG. WALL r r TI ` FT11 S6 '� • TYP. @ 2 STORY. SEE JJ/S6 @ -n STEMWALL 35 OP (2) A 22 D1 FT9 (2) A CJ3B o0 CJ16 9 D1 7 'S D1 FG3SIC— FE 0_1 TYP. U.N.O. PD1 w 5'-0" W w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 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: %6" EXP. 1 CY16) or 1Y32" EXP. 1 (3�6) TILE: 1%2' EXP. 1 (��6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADDT INFO. SEE PLAN FOR DIM. SEE FND. PLAN , FOR FOOTING SPECS. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. SYP SPF SYP SPF Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5l8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Cd x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HT S 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa 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 (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. R 2 PLY CARRIER —t x CONT LEDGER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV-13 SCALE: %4"=1'-0" !V C,' r 0 O N _ 00 ' CV 0 o W ll .0 t3 r Q u, . t r (3 j 0. 0 a O c (p O O a G U -- 0,W .v V N L O ........� o § 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. H 0 'o o EE N CN iL Ow 6 C1 -5 J LL °v; at" w tl! N rn r-- P LL Lu o a M rY CU LL LL a 5 13 = O ZCo 0� �' L «, O O W 7 .� N C_O QC O J ��pjO' _j aaa ?" ILW a N MZ rYN O O L) U (n Z =`.: W ❑❑❑ z N S g Z m oa0o Z � U) Q J N V1 ch 'zn V LL Cn W U w 8JAW U w m �IL9 a�i' J — m 1 U S � Q 482 N 144 o w M M z o Z 4 � E zo > Q O -° w`z Z® oa Z O a az wz N 0 t 0O ao �w W mo a o� z J <' zz c, N O g ZO Q V a W J C, J= co V� zla 'ate 3 °O = co J O m 0 ^1 W L LO T' 10-1.1 Q Cr Y r �/'� U / m O O � N Q N r ai �m LO C\V N o Zm ZET— cc` d Em _jU o :? Q p JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 6.1 11 1 I _ I. _ 25' -011 (2) TYP. tS 1 IL 1 r 11V1 I ILL" I ll I1V1 1 OVERHANGS OVERHANGS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE 1 -38.22 -38.22 -60.99 -60.99 -60.99 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 7k,1k rvi ZONE 1: ASTM F1667 RSRS 01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \ �iZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I Qlr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6" EXP. 1 CY16) or1%2" EXP. 1 R16) j I I j TILE: is/z" EXP. 1 (��s) r 1 1 1 I I I I 1 NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS t t I 1 I z 13r 9 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1y32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE a=oft ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR 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 1 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 112" 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 - (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 518" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w'/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR INTERSECTIONS. SPLICING / 2 TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4'=1'-0" e-o - O N N , a lV �_ 00 _ C� ; LU ;� Y Cn J v C • Gi � S2 C: O O U, 0w �n L . �.A, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C3 W H Q v E CCo O o N O — � J N C71 t J u_ Q ,� O in � LL W fA t-L �? a M LLwd O Y ai v Q rn a x Z 13 -j O �cmv 0OF a' j@ N cp K O J 1 ¢ co Z LLWU) a N cN'r Z of N O UrUn = OU - W ❑ ❑ ❑ O Z t` Q CI� Q � -14-1 Z � 0 w S �N C-- y U .. = -° 8 of C) 'o °J Cf N x ry TQ M s�o o Cl)z ch J zJ o 3 a � U-CL z O E E: U w� z® U a zw<zNZ ~ G2 ra rr om f m o 10.Cn zZ z C J i N zo 3z Q o� W ¢0 & 1a �= w = 3 o C�D w �za 0 �° a 03 0 O = cy) J co co 0 N L L0 co It r :3 r It CrT x ^ LL r V) m 0 O LO 0 � N r ai m D 04 N o z z E r N a. U � -0 Q 0 � JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load ° O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS r• TI - • 1 - ; - 1 �• ; FORM do GROUT SOLID O O 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ;'� • ;�', O N W lk AO © © O O O• O 8RF14-16/1T 8RF14-0B/1T 8F16-0B/11T 8F16-1B/1°T ° 15 BAR CONT. © © 8F1216/1T 8F20-0B/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. 60 no 00 0M. OM nip,; TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY J a Lu 8 F 16- B/ 1 T 0 z t142 NOMINAL. L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT #S REBAR.(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D G ° CLEAR STEEL LINTEL ° ° a M.U. #5 REBAR AT TOP ° ° GROUT MIN. (1) REQ'D- ° n ° n a� 5 REBAR AT = w ° O BOTTOM OF F- rn w w 0 y � LINTEL CAVITY U -BOTTOM Ir 0 O Z REINFORCING 4 a c7 � '- 7-5/8"ACTUAL PROVIDED IN e LINTEL Z o W a a n cr a LO VOMINAL WIDTP__7 (VARIES) :nn 1-1/2" CLEAR REBAR AT AS INDICATE MATERIALS c precas rntels = 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/ 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturer's specifications for installation. 6. Reber per ASTM A615 Grade 60. 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 cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ TfWALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" 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 F T/WALL II IW 8" KNOCKOUT COURSE O O W/ (1) #5 CONT. 5'-10" LL 13'-0" LL SEE PLAN FOR FILLED CELL SPACING -1 , 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" E MIN. 17'-4" LL LINTEL PLAN - ELEV-B SCALE: X"=V-O" C 8'-0" LL 0 4'-6" LL (D 4'-6" LL B MIN. 5'-8" LL O N O 00 ._ W 1 ) v 0 co i) CJi a Q L . Y C: 5 fi O O U _- �_ c ry O W i To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H CD W oro H o E co a O M N O N 4 J LL UN CD J 0 � LL; cD N 3k LL W Vi cn r` t�- a - W a- N rNo u- Y LL a Lu J = O Z ; O iU cv cp Lr O ��m W in � 1j Q Q ¢ co d a Z N coZ of D O ZO 3 U ccO W ❑ ❑ ❑ Z N fo 0 0 z co N z o � Q r- rry N Z `o U 4--J Um Ow o N � �V) cn 1713 U c W J E fO 8 �Ir U o C u) Q � N Oi �Q t m r_ ¢ w M � E =o >� Zo Q o w _® ❑� o L U❑ d ¢ o Q Z CV w = oo wz c L �Q" C Qo ono 12 m� o Zz >z z � J 3 m F e f z z a� °o< wLL g° a W O o N z it i3 o wa a � za 3 �� 'M J Om c� N L LO C0 'i T =3 T Y T 0 m O CD LO (may Q N r ai N LO N 0 z rEo z N E t- c d 0 U _J Q O _J JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. 7 3 v, LLI I C) N N c 0 3 L0 UT 0 I L 0 v+ 0 N 0 a E E x v N a� L� 0 U v 0 a� 0 i U i a Z I v i i c ,o U J w LZ N N N C N 16 0 6 a N N C N N O a v NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW I H CONTRACTOR'S RESPONSIBILITY PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT S THE CONTRAC O' S SPO SIBILITY 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. TM ER GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL O 00 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE 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 includin all risers and whin spray heads shall not be installed 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, be made forms. Permanent forms be etc., shall with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be�ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barriermust be installed after landscaping Any disturbed construction Is complete, Including and Irrigation. soil 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 control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND N OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. G` O h O C� J_00 T`. . 1 O C = Q 'a 0 y .- Zz co O O C U O LU i F O� 'SSIGN 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 10 W 00 v E OD N W J � J NooCl LL � ao " o #wa- tli jo Q N M V N N JELL33 aX0 13 rmv 0O. ` �w.q� O w 1; 1Z ,pC'Ou , 19 W �gpjO' ¢ a Z 00 il ILa N C',Z XN 0 Z OUCaJ�ai W ❑❑❑ U z N C) z � g z o Q J CL. N t/i z aCz � o LU Q F V O w g to Y �N f>3 U w o j U o C m Q • r. Q see o co Cl)i Cl) p � Z a l L_ a E 0 z o w� sF > ¢ � z® N VO UO 'T n7 O E x oa i n o � gaZ z N z wo ao ai � D C� -� Z. "m mg o o, z z v J a 0 ew 1Z N 3 oa Z 30Uz 0w U a � az O w= � ¢ �0 � O C:)a, 00 iIa 3 2 Q M 'M O N rn cm m C� L' LO co 14- T :3 T �1 Y T Q- '' ^r VJ m O 0 N Q N T E c N N Z m Z c E T y cc a. o v 0 a 0 c JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. S N 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 177_ w 16GAx1-1\2" LONG (3/4"-1" CROWN) 8 { STAPLES @ 6" O.C. VERT BETWEEN MAX 1 I 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - 0 STUB -OUT FOR O 1'-0" o ;n GAS METER 0 0 0 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 1V-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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 FILL CELLS STD. 90' HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. GIRDER TRUSS ¢ STD. 90° CONT. #5 BOR T. #5 I HOOK 77- 1 BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO I� Q �CONT. BASE PLATE BEARING COLUMN �y PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION J �, TJI TO BE CUT TO ALLOW FOR BLOCKINGlTJI MASONRY WALL OR INTERIOR BRG. WALL \�\ TJI PER PLAN OTHERWISE SOLID \, BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block . + Thickness Filler Block Thickness Filler blocking # / � 1/8" min. 2" min. Thi 2" max. } „ max. � -Web S Series , 4_tl_ffener Fastener Schedule 1/8" gap Small gap - 3/4" or 7/8" Joist Bearing Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ ' i p Series_ Depth End Intermediate . ®.9-1/211 2-8d2-8d_ 1-1/8" or two 1l2" , / BCI 5000s 11-7/8" 2-8d 3-8d 6000s 1.8/1.7 wood panels 2 x _ + 518" or 3/4" wood panel 14" 2-8d 5-8d Clinch 9 1/2_ 2-8d 2-8d 1-1/8" or two 1/2" when nails BCI 6000s®111 7 e 24d 3-8d - wood panels p 1 BCI6500s 16 2-8d 5-8d - 6500s 1.8l1.7 p 2 x _ + 5/8" or 3/4" wood panel 1) Support back of web during nailing to prevent damage to possible ® 16" 1 i - - 2-8d 6-8d i 1-1/8' or two 1!2 2 g obk solid betweenjoistsfor full length of span. g % \ -..^ 11 7/8 2 8d 3 8d 60 2.0 2 x _ + 5/8' or 3/4" wood panel g _ BCI 60s� 1 2-8d 5-8d wood panels 2x4/ I I ood/OSB web stiffener \ 2" _ 117/8" 316d 6-8d 1 916 2 Sd 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. yy„ BCI 90s 14" T5 16d 3-16d 902.0 2 x —lumber Double 2 x _lumber 4' max. O 5 16d 4) Place joists together and nail from each side with 2 rows of 10d nails R - required when indicated or 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls / higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) CD ❑ CD 6A 1Y2" ROUND HOLE MAY 6 6" CUT HOLES DO NOT 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 1)/2' [{ %�. �0..�.J1d,+�.iMsi:,e-�il� _a'a�.�-x����i�_rE�;�.� $tr r.»�iG�.=a-N��w����.- .'=-��v3'• «.-'�aw�-.�v��,�-�+4$� �.�'�� -`D�-z2.,�ri� ��g�k��y �?M1{„'r...."rt z�f�..�4S�6� .3..� 4.t�.� _✓1 �i¢��}�-�: `...R.. 1 ��c Del1*3 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. 5/8" 0 THRU BOLT Ice SIMPSC 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. TI I I —II I IfI I ITI I I_ —I I I — \stall tight to top flange. 4 A: SLEEVE THRU STEM Joist hanger /j ' v� SEE PLAN FOR •• • . •.; .• , FOUNDATION INFO a' ' d' STEM FOUNDATION Filler block. GRADE REINF. SEE PLAN Nall with P 10-10d nails. d Backer block required where top b mount hanger load exceeds 250 lbs. Install tight to top flange. I —II ll I l i lI I I I r_I 1/4%2" gap — ✓L1 ✓ -- - 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 l r % ✓ 0.6 X Joist o'✓ i depth o ✓ x✓ I -JOISTS BUCKETS N.T.S. i_ ' (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�� LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" . • •� REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @PIPE PENETRATION t Q a PLUMBING LINE PVC OR SCH40 SLEEVE a y`— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE as L Ill III -� \ . a d G A a SEE FND. PLN. SIZE & REINF. N W a 0 N - 00 �J W T (n i d' M C c� O O : U = , 0 L CL O .1'' v J Q i S 910 to 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. U) ,. l aLU 8E Q O N 12 -I LL 5Y10 _J C j t) co N # LL W 4) N r- r, -V LL w a- 0 yrN,0 ° Y a m U a W � a° t9 J 0 Z r 0 13 m C:, 4Lu -X S'�Nm m O m W inn2C O a Z N M Z X D 0 OU U� vVi 1-100 0 z C> z o armm a co N zC3Qj CD o LL N W —� O w o U, Y w = L 'D U o c in �Q co CO Jz w co M o Z 4 M U_ aE o za > Zo a® 'T m � a� w¢ �° Z0. o N ~ Qz aSo &a wz � � � C ox¢ U mE p O� Z H z _J J m < O Q w E to z Zo a �w W U o CID ;o zl¢T�U i E2 > co J Orn M m 0 L LO 1..� U m i-+ i-+ O C14 .0 N Q N C'M E t E ' ^ '7 L 0 M z 7 / E ,f— N a E 0 � Q cc JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. SN 1 3 I 0 i M N 2 0 V) 0 a 0. CD N O rn 3 Q N a- E iV E 2 O C J N U U i .o Cl- C:) / U :a a N I Y i 0 0 0 J d Lr_ N 0 N U 15 CL CN N S Q ti 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU V/-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE -E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON Y 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER 1P° SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM :11 I —I 1511 [-1 0° . ° ° I I=I I (=I °11= I I—' - D7158-CLASS G or H, or ASTM tit, MEL D3161-CLASS F, IN ' I=1 I ACCORDANCE w/ TABLE1— R905.2.6.1, FLORIDA BUILDING =I 1 1 1jJ 11 �1 I 1 CODE 7TH EDITION (2020) 8- 1 �� t1 i ILTI 1 II I T RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT f GG ELEV. VARIESk I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. 7 SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND Wl AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE Nr _ _ r ° D 00 - -/ D I= 7 00 6 MIL VAPOR D —_ z BARRIER =1 N COMP. SOIL. ° (COMPACTED TO 95% — TTI=TIT = MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4„ 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M � _ 1 ... f 4" °p - T , w SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES co I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" II II II II 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR Y$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS - INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) cl c" n n (ALT: 1/2"X12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 31/2" MIN. 00 ° :EA RUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF LOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS CH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE __,----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)1Old NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2"MIN. • IT 3 1/2"(min.)- 4" p ° y��1/2"(min.)A V q 00 7 - 4" J 114 111 In I.),- Y r l I r ; ; �1— 31 /2"(min.) - 4" ' I I III T. L- / —�I T _I nr�l�,- III�`T.�-.'�(2) #5 CONT. „(2) #5 CONT. 4"4 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL P STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rcc "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" k,S3 c �E� SEGU 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coNt�N� BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / IN INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL VALE N INTERVALS INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) SP1 SPACED EVENLY FIBERMESH BAR 6" _ w/ (10)10d NAILS N 2x P.T. PLATE T WEEP SCREED INSTALLED w o END OF 2"BOLTS PLAT WWFWWF OR FIBERMESH T E M TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi w v D ° p ° ' = GRADE , ° ' z #3 & #4 LAP SPLICE � IL e MONO OR STEMWALL '— G DJ co A D FINISH GRADE °O � 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g — —Im � � � o — FOOTING MONO SHOWN CLARITY °O 6 MIL VAPOR BARRIER 1� e ° —I — = I —_ =L _ 00 z #5 REINFORCING BAR R 1 7/8" wFOR M _ z o : I I ��m�IT - �� M #5 LAP SPLICE 2 #CON - — rrr • NOOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY _ 95 /o MODIFIED PROCTOR ASTM D1557) I -- 4�� FRAME WALL TO C.M.U. WALL CONNECTION rD­*� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° a GRADE 00 ° • _ REM I 1--I 1 I —I ' _ (1) #5 REBAR w/ OPT. I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' Cl) T 1 04 �I � I I I ' • .. 4" �I co TL- SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 21/2" FROM SLAB 0'-0" J CONT. BEAD SEALAN a INTERIOR -3 1/2" r. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e � •E 11— M 6 MIL VAPOR T T BARRIER 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 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN o0 (2) HTS20 FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO I I I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. g o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE w CONNECTION INFO. fn SECURE 2x4 P.T. BTM. PLATE w/ 1/4"xY TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMNS BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w LD SIZE VARIES PER PLAN CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 T o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH Cl) - U) BRICK PAVERS or SLAB PER ° I= �R — TTT i t-- E= I TIC I= I K U-0" FIN. FLR. COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 () 5 T. ON 3" CHAIRS (TYP.) 1 8" I V-4„ I 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) —T-� r WWF OR FIBERMESH SEE A/S3/J/S6 ­` I f FOR REINF. INFO. 1 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 WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' 002 GRADE M w z = :D • w I— W Q U 00 LU w Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 o N O `' Y Cf) C) O ;., Q C: ii 0 O _ t-� rz +- (a- 0 W ((LO. b, To the best of the Engineers knowledge, information and belief, the structural plans and spedficat ons 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. 10 -4$E �� IN,V co It LL 6 sm 0 ao �' at " wa tli v a Y rNi Q J u- a t9 _ern zo 0 ro _Z N co O W 0 0) d a LLCj20NJa0 N .. Z a v U J to OCJ Z W ❑❑❑ CD Z N � 0 z C z � C) :S N k z O w gJIM t/1 c N V-) L—U J ai 0 Lv /7 N Q 0 44 O CID w M z E a a E � =o o wz <o =® oa @ _ xo 0O 00 �Q z O a0 N ¢� 5 � C �x �Z w 0 o� z J m Q°0 ¢w Cn a 81 ZZ g° 12 LLa W >. 3 U Qmw g o F� C 1. zia x o 3 >M rn ca ca 0 �t LO � co � T Y T in I— 4-j O � O O LO CN Q N N r ai is 3 Ln N 04 a z z N E I—c M a E c00 Q o JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. S3 (MONO) -- — -- 1- - i ..I -- 1 3 v w 0 m r N v Cr 0 0 co N 0 0 R rn a i d. N E v U) 0 e C) 0 i U a y I Y i J i N N c'J 0 0 a CV CV 0 N N S 5 2 m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK k- ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 SEE ELEV. Z7) EXTENSION FROM EXTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK INTERIOR NAILS SP2 w/ (12D HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALLI/T NAILS AT EACH STUD \LEI 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ** * STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d 4a NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 CL DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 11�v COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ FEI BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD SCALE: N.T.S. S4 �Fill � 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. I STUD EMBEDMENT MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT KNOCK OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d o ° ° d 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J - w > O 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 1 IN POSITION GARAGE ENTRY FORM DETAIL r 2x6 MOUNTING BASE /-8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF �� 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN. 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ Y O.C. (14 2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF / DOOR4g� SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 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. D� { SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL KoQ_� SCALE: N.T.S. Sl.� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 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 rM SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 Ki P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 / NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. 7\ STAGGERED FROM BOT. SEE A/S3 FOR SEE AlS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP 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) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 2&NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) (2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 e • 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 2X8 P.T. BOTTOM PLATE D 5/8"x10" "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 rR� SCALE: N.T.S. Cv 1 00 p C� C� U) c r, CZ Y 4 UL 2.�U N C) Q O t0 ;n O >> --W er0 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. CD _ W Q v E C) M N 5 N N . LL a� 6aa� �J Q o° vi at LL W QaiM� LLaY �u_a air 0 z L O� 19 tC6 0 W y"q � W og"m Co m _ Z co N O W a co Z N N OU U�V7 Z W ❑❑❑ Z N 0o z W N z o Q J — N V)a) M U o zCz ` 'a'�• a--+ f6 W o .m U 0 W g N �Ln co U ,...... W J ` U o c co � Q m 0 • —0 seo o co w co M ¢ 2Z Z Q Q E E �z �� <o Z® Da (— g o O OU � z o E N � ao o ao z rz a M C _ 3_ V '.y �m O OK Z ''<w z a� J am �Z N 3 O N a> oa a z W a > U ' g az F J CD w¢ >° a OO'S za E2 0 C CI' rn m 0 L L0 (0 d' r r oo­%, vJ m ate-+ 0 04 ol 0 c) L! N Q N N r ai E w LO N j6 N o Z Z E r cc a E 0 Z d cc JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. S4 u 1 fR LJ I I I-- — — Rtm r rah _ 1 '1!1111 1 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE 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 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION_ 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `� 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS - WOOD TRUSSES 2"x4"CROSS BRACE 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 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" 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 (4) • 0/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & ARE DRIVEN FROM OPPOSITE SIDES 4-PLY, PROVIDE x 51/2" LAG SCREWS OR EQUAL BOTTOM/( 'MASONRY WALL OF TDJACENT HE COLUMN CE AS SHOWN FOR 3/4PDI;. (SPAOR (SPACE 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-1311 Y) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS ---� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 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 DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) . EN 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)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 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 MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, AI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS /--1/2" SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NA L NAILS ATTACHED w/ 1Od NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HEREIr FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 wl (12)10d MOISTURE BARRIER 10dx3' @ 4' 0/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE 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. S5 SCALE: N.T.S. 15AS PER HIB 91 SCALE: N.T.S. S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL,(_6 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "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. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU ��CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL I U EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3' @ 4' O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g -- SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VWll1 . L.JLlI I— — GABLE END BRACING DETAIL TOENAIL t (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (*"l0 SCALE: N.T.S. S`5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L' BRACE 2"x6" (U.N.O.) L BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS 1--CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. kqmmm wmq M MM MM MW NM NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N i r -C 93 c U. � y Q �- u M ' W L 1) Co yQ.� a is 0 O O ` 1 C U +_ W > > d f •• b �•�+�•` �`• A N vCJ' �=LJ�,• "I.-jimIkIINON\ 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. :< CD C) �� O M o r U mLL Q w - LL Lu ,n LL w a m v y (6Y JLL LL a - -tea, z z 13Q rM wJ T ¢ 5NMZ IW a Iz- Z LLU G n O 0 (0Z U U O _5 W 000 c, z z o J � to N n N z v CD o LL a-1 c, [� C) U 0 UJ o � c y rn U f0 W 8 A, N � a r. Q c ¢ Y � � ' S m w co M p z Q LL-J E Z O oo T '- aR co C:)- E OV Z oa LO <o Up Zos OE N °¢ a as <o �z m� .ru C o. , o o Ott z , Z (5 Q) J m a w U) ai Q a '0 n WLLa z z z 50 � F W U a� C o� _ a ;o o <0 a zla Np J>M O� m W LO x T ^ L1- 'Cr V) 0 co O � 04 N O LO Q N r 6 E 5 \V a z E t— N ccE C:LC4 a U 'a p CD JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. S5 3 I N m N (Pr) 0 Z2 0 J N 0 I `v fv- Q N N G. E F2 a O x pv� J y LZ 12 v 0 UI N U 0 i U i z I Y i 0 •U N LZ N N N p O a. N 0 N N a� v 0 Cn 57 9 0 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO 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 s 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ J PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w LU 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - t METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 'J w LAYER 1/8" THICK. �w INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK, W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LL LU 4'W" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY all 4"to 6" BELOW GRADE N a < _ FINISH GRADE 00 a co I I -I I I -111- 11-1I I 1 I I —I I I I I a a. — —�_ - 00 6x6 W1.4xW1.4=tU1--�I---1I-I= ° d a I I—III—Z-- _ WWF OR FIBERMESH I I III —III —III I u iT�l i �I I 1 1 i1I I I I -I I IjTii STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I ,I I„I 1 I' 7, (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--� *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP W/(8) 10d x 1 1/2" NAILS TO STUD & (8)1Od 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. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. IOR 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 FFT" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1 /4" TITEN � r SCREWS TO MANOONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"=1'-01, S6 B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4. � Zo —.• ie • < . � . I fly ° I'T I� �HL I CHAR WN3" MIN381-8 8 CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. ' (2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF U NOT FULL HEIGHT SHEET C z M G FLOOR SYST 15/32" OSB EXPOSUREI F F SHEATHING uj SOLID 2x o C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTI N X-X aL) C x �w x E F- LU 2x STUDSuj BEYOND. u7 SEE PLAN O Lo '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 314" S' 1l2" 7� 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTIfn SECTION X-X S�cFA �O�L �N 2x CRIPPLES @ J 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 J/s" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w J PENETRATE SURFACE MORE THANYs". F z _ � NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL J w LL O ErO PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER J } a r- 0 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q OC I.- (o i F Cn LL OR QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z (n WC) - ~ Cr MEMBER IF GABLE END LL ` NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ;4 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op NiFR10 Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1 AxW 1.4 `r WWF OR FIBERMESH 111_III_III II ° III-1 I I=� (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 13 1 " X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 114, (1) (2) (1) 2 (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 IIII� I ;9- @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 N C? 0 N — 0 c �1 C= Y\ LL T� L Cn f L0 - Y 1) 4 C Q r Cu 0 W O c Q L 0- C ¢ W LI) 0 0 U -• f... %_ >>a y-w �A r,�• CV • Lv •�2 4• i .......... �'' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .: kF •/ 10°D W r . �,. Q O N 8 N- J (�E 00 # LL N O' m A - G 7�2 ac LL W W a W rn�r Jcli C) J LL LL (L W 0 z x _ Z r m � o m O W 11, rn 1a < a a Z LL N MZ xrn O 0O U U _j a) Z ❑❑❑ W CD z � z o Q J M N zCS,la LL T Cn (13 LL, � m V OG) w s C�-_ y �Ln (a U ry;Y J M s 8 4, a = t .� U o 4me N0 cD o J M M U Z Z i cd a E E OV �> w� s� z Q� z® oa (a< O Q E U 00 0 U z0<a� o a) <= <S wZ O CY U �m og o OK Z z v N J QW g m N 3 7 a� oa ZZ ao Q� W W � C:, �LL z ;o a CD V 0. o y 0 > M 'J 0 m L LO c T Q Y ''/^� VJ 0 �J O 04 0) N N to � Q N T ci M w N LO 0 y N o Z Z C E T m a. 0 16 0J Q 0 J JOB NO : 22-02365 SCALE : AS NOTED SHEEP' NO. S6 (MONO) - -- - - - t I i i 1 1 — - 1 I _ L I II'I I [ R f' ' Igo Il ; I I _ _ _1 1.11 11 1 _ '-_I I- - - I- -- - J IIALL L — - - - - I 91 wij 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" 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 'YP CUT TO FIT tRS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION [AAAT�TAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/" X AND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / 2 a' TAPCONS @ MAX. 32" O.C. / 'I EW "A" SECTION VIEW 111311 G. 1 - SECTION VIEW "C" SCALE: 1" = 1'-0" SCALE: 1" = V-0" \ SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD �— / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �T 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ SCALE: ill= 1'-0" VVHLL \ / SECTION VIEW "D" SECTION VIEW "E" 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 0, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED—\ 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED;9:v PLYWOOD DECKING P CUT TO FIT S IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" TRINGER A x4 GLUED 1//"�NDD NAILED SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO 1 STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lx4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: ?" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C-7 NOTE: 2x8 DRYWALL STOP \NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR -(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" F SECTION VIEW SCALE: " = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE SITO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING H� •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES 2X STRING R 2X B CKING O PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES,.E6� ECTION VIEW "H" SCALE: 1" = 1'4" N N 0 00 - O "] r Ld ci Cti Y J i� W v c cz 0_0 O 0 C: U LLI .'� N •G A FL0 . ••r�t,, 1,Ol-ESSIQ�����11i �'!!llfI9S1114�1�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QO v E ce) 8 r- XL v IS tNp N 6 -1LL O co 7 N Xk LL W M �r­rW a y CM V - y (n J LL LL n• WQ, z Z K rmC, 0o C Lu SNx O W ��) Z LL NZa rr, R Ln O pVv_j aZ W ❑ 0 ❑ V M � Z (MV M 0 Z QN z O Q Q �. a M c� z v 04--J LL t/J 10 U O w g to �V) v, U d LU _ E s �Q Uo Of N , Q 0 N I� o co M Cl)o H ¢ � Z ¢ LL_ a E ° �° s <� Z® E KO 'U O O¢ Z O � N a0 iz o Qo -Z ww ¢� ro rp C O z y N o m 8 o O¢ Z F Z Q) J m < ° a w z to d 0LL 5 z a- N Z W yy > 7 c� ¢ 0 F r JZ =r o cfl w¢ 10 a UU� z4 .2 p J 'M O ui rn m m O Lo :3 T d- Y T ^+� I..L rCr V / C m O � O L / N Q N r ui m N �; 04 o Z Z E T- N m a E U _j Q p JOB NO' 22-02365 SCALE : AS NOTED SHEET NO. ST I I _L _ _ I I u' _ ! I _ 1ll 11 III II'l1+-'' _11'' ft I L - I I I - - - - I - _ -- - 11114 11 - - -_ III 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 E�FURRING r1x4 P.T.3/16"0 X 3" LONG r F2X8TAPCON. 3-1/4" LONG X 3/16 0 L FURRING TAPCONS L FURRING (2) ROWS 3/16" x INTO STAGGERED @ 16" .C. & TAPCON @ 16" O.C. & 4" BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINt 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1/4" MAX 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU — 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE Bl VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—`_ ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS .—LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) 1t 2,4„ 8„ SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB) (TYP,) STD. 90' FILL SOLID HOOK 0 BOTH CELLS NOTCH WEB AT +5, FIRST 2 COURSI ;APACITY = 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"x21/4" 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 12 NA L SIMPSON 2X6 TO 2X4 S H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH _j NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 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 6-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/=- * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. o ° F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE 6 MIN. LAP ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `V REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° 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 " MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 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 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. 10 , 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" = V-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 ♦ ,R ♦ rHE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I #5 REBAR (TYP,) ' = STD. 90° HOOK (TYP.) SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE - ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER DIA. @ 24' O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 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.* + / 2X O��RNq G + + (ENGTN + + 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 Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RHPPT n9 ANn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3/It - L -V Cr Z O a IL O W tL F- v U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA 12" 0 C R @ FIRST COURSE ` w/ (4) 1/41 1/2" SIDS SCREWS ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN a' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 L-0Lr 51-011 SCALE: N.T.S. INISH FLO • . .. • ° #5 BAR p. 10 • e ° CENTERED W/ H IN TOP o ° d : KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN °. . AND SECTION DETAILS CLEAN FILL :> °. ° DIRT ? z °•• ° STANDARD o 90' HOOK iv #5 BAR IN FILLED CELL, , �•. • .. . �• ., . �•L, .� �i �• •��,• • •ems• • •js •��.• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N O o c� N ' �1 1i r t %• G L 7 c a_. �rr rru''� �::s C O O �a0w 04 W FLU 'f��ir. �OfiESS10 . 0 `NNow 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 00 d E co Q O MS Nat 0 N LL m � J 0 n0005 saL'; w LLwd Qy co o x U_LL a LLJ J = L f0 CIS t CIS 0 W � m N co LE W to aaK OD Z N M Z W (o 0 LL0 00 U�vvi z ❑❑❑ W CD 0 Z N z o � Q N z a CD a cz 4 -+ L1J 0 w s N r~ y �tC3 U r1 EE U o Y O ° �Q N m O �w Mm COZ a o z cd a E E0 _o� oo w�oa > ati Z® Z W O C � f 0.X U a z Up U U - z a N L wo ¢ irw rp C p z U E m O O z¢ J N m < ¢w 2 Z Cl) N 3 0I ° U �w Wa _ U 0 o' ~ a J� J= <Q ;a o z< o03 �0 J O coe- =$ T �� Y r U) m O o LO N Q M ,— E M o Z Z _ N E T c a U 0 Q p JOB NO : 22-02365 SCALE : AS NOTED SHEET NO. SS III I II 11 i!I1 i1 n�'.i ' rffi utl LIP 1 L- - i 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. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH ITT 111 14 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �L WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" • L 1 V-4" EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE N T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS i vu `w ­1 1 1 1 wvv r r uu VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION 4 PORCH SLAB SEE FOUNDATION PLAN 1'-4" SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE = z �g 2 ENTRY PORCH SILL r14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 W/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. I I _ COURSE FOR BASE SIZE I— — (3) #5's EA. WAY x i 8 SLAB PORCH SLAB SEE Ak LEVEL FOUNDATION PLAN 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 #3 STIRRUPS AT 4'-0" • MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 A -A ALTERNATE BLOCKING w/(12)10dNAILS SIMPSONHUC410w/(14) — — CENTERED AT ( 16d INTO HEADER & (6) DETAIL @INTERIOR BEARING SPLIT TO TIE 10dINTO BEAM -SEE 3 BEAMS TOGETHER ( ROOF PLAN FOR MORE INFO SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR BRIG. OR NON-BRG. WALL 2' 4" PORCH SLAB SEE FOUNDATION PLAN SEE PLAN FOR REQ'D STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP (2) #5's CONT. T&B wcri'-' W/ #3 STIRRUPS AT z 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE O PT I O N A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C. 1 EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT KA ATTACHED PER SEE ROOF PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. 10 10d NAILS BM. SPLICE OVER SP1 w/ ( ) CONNECTION INFO. ! CENTER OF POST AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR TOP OF EAM 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER SIMPSON (2) HTS20 w/ (14) SIMPSON (2) � 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) BELOW @ 16" O.C. CANT. IF 10d NAILS SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION CORNER SEE FOUNDATION SECTION @ FLOOR 5" PLAN FOR MORE INFO CONNECTION 22 COMMON BM. ATTACHMENT 18 SCALE: N.T.S. SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d I Ea.• NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH rl SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. - - RUSS/ - -- - OP WALL EE PLAN %2' CDX PLYWOOD OR O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ----�k 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2 J-BOLT OR Y2' TITEN HD ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS , y - -v y SEE PLAN FOR OPT. I ° ° - --' STAIR INFO. IF ° , CONCRETE STAIRS a. FORMED & POURED MAIN HOUSE ° . °: SLAB W/ (1) #5 EACH STEP (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT ram,, < a ° 4'-0" WHEN DEPTH +GA -n :'e -e $ °a 4. EXCEEDS 30" RAGE OR z LOWER SLAB SEE PLAN 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. (D .r- c) N _ O N 00 (-. 'tr O -r J I � UI) - u y c U N - 0_ 0 L c 0 ;n O O Q ::3 U � _t__ >>�0W = <' ' Q '• S E L 0 : 4, 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 o£ 1n COD oM8 Nrik Q J E N O LL a Y a J li IL z 0 �2m � ° I =C°'Or O ~ w W (n�-;; Q Q ¢ Z LLW a N M Z z N 0 Z OU�JN W ❑�❑ V M Z c�v cn z �g a wadr Ln M z v(o LL 4--J CIO -, w ° U OQ) t•N Ln w o N U w m w U o s O w 0! M M yz 0 S Z < 14(D LJL Q E O E z �� oLL Q' <® on V I— ru — 20 K U �Qo UO : U z O E a o a w w C 4 i w oo <o �F yQW zmO Z oga� < a 3 81z zZ Z° >'W U <o �� yz Jz '0 00 C.0 <� >O a oU V zl< =o 0 = > M O C m 2 ca LO C r :) T Cr Y T m o c) N LC) N Q N T ci E 2_11 LO N iri N o z Z E T—ID E N r N IL O J Q 16 0 C J JOB NO: 22-02365 SCALE: AS NOTED SHEET NO. D1 (MONO) 11 I — — --! I I 1 I LI IF!II Ir Ills 1 J--1- 1 !U11--- - -------------- (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 A� SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP �B SIMPSON LSTA24 w/(18) 10d NAILS l TYP. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END q TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & 11 10d j NAILS TO STUDS BELOW. �^ 2 x 4 #2 SPF STUDS C . AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS u,l 2 2xHEADER () G C1 SEE PLAN E 24"O.C. AND 6r FROM 5/8u A.B. @ O EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" PAST STEP. I L2XSPFEMBEDMENT E PLATE PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2 (USE O C �� B B H °� C FLOOR SYSTEM SP6 FOR 2x6 WALL USE SP8 FOR 2x8 •J EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 22) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO j TOP PLATES BE SPACED W/IN 6" FROM OPENINGS a AND MULTIPLE STUD PACKS LH 12 x 4 #2 SPF STUDS g G INTERIOR HEADER O G 2 (1)2xSILL PLATE W/ ( ) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. T TI F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE -I D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O 'D T H CONNECTIONS. NOT REQ O HAVE A ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. ( 2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��` ' FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. a@ 2nd FLOOR W/ HIGH BM r� SCALE: N.T.S. (2)- 12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB 0 LO FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE � 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF -- SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"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. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT 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. a@ 2nd FLOOR [DOUBLE STRAP] �10 SYSTEM 42 SCALE: N.T.S SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL — (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1 /4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER ;USS. 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 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE 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" FF ANCHOR BOLT w/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER r7 SCALE: N.T.S. 2x4 STUDS PER PLAN (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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN 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 3 HEADER CONN.__@ 2nd FLOOR 4 SCALE: N.T.S. FF FF DOUBLE 2x4 FF TOP PLATE FF 2 WS10d@ 3" O/C FF 48'Mg iOA TOP SPLICE FF FF PROVIDE 2x4 ON . TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND DOUBLE AGAINST 2x8 2x8 TOP STUDS PLATE 2x8 STUDS 2x4 W/ 2 ROWS NOTE: PER PLAN OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL 11 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 2x CRIPPLES TO— MATCHJACK STUDS BELOW (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE —NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT r„ TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE i *PROVIDE (2) CRIPPLES BELOW I� TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" 7I LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS —(2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. O N _ O N � _ N '3 ?•. 00 ® ae C J � Lr) 0 0 a C)— s P' r' , 'Gv ds CD 1 v _ • � ; �N h � 0, 04 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n W W a 1- o co � Q oo co co N o0 J NcF J Il .-. Q� a0 N W M �t—I Ewa Q Qj M V LL a Y a Lu 5 C9 JLLu- L J O: MN(_O Q' Oin W 0 0) d n Z N M z 03 O LL qxq Z U U (n W ❑oa z cMv r� 0 z N a a 0 E3 N z B 0 .o (1) U O w o �N f6 — U c E t g ., m! U F) c Q ° N I� o M ¢ z M w o � G � oa ns uo Z F—T C o p<oz <_ �< �_ N o ¢� 41 � _ ao .< SV mo O z Z� z _� v I m <w <w o< z a° a� �w W <o aLL �3 J= w �� >° a ar 0 C:) = ` > c'7 J d" M 0 L0 co �' r =) T d. IFF.-. Cr Y T a LO N Q N 6 N � N o Z M z vi E T- y m 11. L) Q p JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. D2 rn 3 -=o LJ CD m 0 cV in C, 0 Q 0 J LID co C0 I ppN Cr 3 Q i ii H N 0 C N / a� LZ 0 U v U .o U a z to I i 0 0 0 r N N N 0 6 a N O CV CV a; v a rn 0 FOLD UP WEATHER RESISTIVE BARRIER & ' WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER DOOR ROUGH OPENING _��--- SLOPE RESISITIVE r 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. \ SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER � CEMT. FIN. within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING O draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE Z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other UNDER DECKING SUBFLOOR (SEE DETAIL WP07) a roved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, PP PP 9 P PP Y SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST envelope of the exterior wall requirements es in a manner to meet the pp aends re a as described in Section R703.1. g q P THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 2 O2 individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in Y P Y Y P P P Y 9 (• accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING :-MT. 1 Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ,t 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pP 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, 1- �u (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 o 4) SEALANT JOINT WINDOW BUCK TO U EXTEND A MINIMUM 6" READ ESIVEASSHOWN)SE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF '' MASONRY WINDOW BUCK , VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 2) SEALANT JOINT THRESHOLD '� shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK ° SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME ° 1.1.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall g MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME z ° SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE � 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 9 9 AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER DECKING BOTTOM NAILING p O UNDER (SEE DETAIL WP07) 2 7 drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. 9g P g P g FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. ' 1 6.6.At wall and roof intersections. . - Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL OVEDHOUSEWSHEATHING APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 _ Stucco �N FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster SOCKET WITH� JOIST °d 4"V'SEALANT ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° ° Foundation Wall in accordance with 7/8 Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 a a a ASTMC926 2 ° a Felt backed metal 3" MIN a _ .,:<: .' lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 Building Paper �; Building Paper 7/16" O.S.B. �'; j' ' sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . • FOUNDATION WEEP SCREED , sheathing , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER . Flashing ' Weep Screed SELF -ADHERED FLASHING 2X FRAMEWALL l Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom I- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wee Screed p joint only W / BARRIER (WRB) - � 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK � > �� ,� I - - / 2 BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER r SELF FURRING (SF) LATH I PLASTER ACCESSORY Above Roof Weep Screed Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) c 'OSB', Sheathing SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. 1'-4" PER PLAN 2 X 1 Detail Instructions Refer to the number marked as #� in each detail that corresponds to the 1'"�" PER PLAN - I WRAP DP WRB ONTO THE VERTICAL 1/2" Cementltious Cement Plaster numbered items in the list of instructions below: - SURFACE TO TOP OF FLANGE AS AN AIR Decorative Finish in accordance flashing b SLOPE BARRIER 3-1/2" INCH FLANGE with ASTMC926 over wood 2nd ®'0 . All inside and • ° 1. Install self -adhered in order as shown numbers form 8 CMU I \ \- •�'0 outside corner will floor �°'9•®, to be 2. Install flashing and weather resistive barrier to water shedding need miter laps a 4" OR 8" CMU _ ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° Z z �, �' Y STRUCTURAL FRAMING ' •o, • o•` butt joints need to , °, o•o•, 1 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT o a �,� �) �,� a STRUCTURAL SHEATHING • o•°,o •p ° becaulked using ° ° " Stampede embedded in the adhesive layer) - for ease of installation and to or sim. minimize scoring cuts W Lu d a PLASTER STOP THIS GAP IS A RESULT OF � NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and P P P ° ° I- W _ Cn DO NOT SEAL. - CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" ° p U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED W LLI = ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows a ° ¢ Lu SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to c"'r) III fit tight to corner VINYL SHOWER PAN �j ° a ° �° Cn Note: 8. Mechanically fasten as necessary H The building paper and metal lath must be SL OPE a Ua °° I Cement installed over the top of the weep screed. _ ° ° ` _ _ _ PLASTER STOP A Plaster US BACKER ROD CONTINUOUS TINUSEALANT over block a a & 1 S 4 CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER I. SCALE: NOT TO SCALE O M 00 f f ' J- O cj >, W CL -0 03 n O 0 0 1✓ rL! L '� > > o W CV O N N CV 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. y W vE0 CID � Q O co 8 � I 0 N m LL FA V C J W LL W j 0 cnr-n� Lu a. a 2Sz5 J7c�M v S Yw LLLLCLZZ0 JN 0 13 Ct- _6 O J NZa 0s J'n O Do dN 0 zaWZ 04 UIL OrJ ;ri W ❑❑❑ CD z N th 0 z � N �Q J M z NCD - _o LL i-� cn W A Q A v 0 L1J o N,^ Of N v I :S � U 77 J E i c.� o � m t� r_ o CID 1z co coo - < J n E oo w= aR Z® o' E H CID C �O XU OQ oo �V OK Z O N ~ ¢ z o 6� a z � L p Cy Z ° Di O Oz Z J m Qw U) > > F O o ¢ Z z o a U W Q U �' wo ao �W �k � oz J O J= iO W w� Ala a ° 3 y p J > CM 0In �' m In c� L co T qq- in 0 LO .� CD 0 Q N r ai E w N ' LO N o Z E T �' m M c a E v «? U � Q p c _J JOB NO: 22-02365 SCALE : AS NOTED SHEET NO. WP1 ! - I _I I I I I L --------L.1 11 1 r I 1.. 111 II ' j'.1_ I 1 - -I -- i 1 1 1- -1171 1 FUr"14RR/C,,_4NE Mounting Brackets (10 Gaugei�,,� 4 4-1/2rx4-1i2xx2-12" "t"I�Fi e Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 1 /2" Dia. A325 Galv. (yp,) COT o ' • k14 Self -Drilling Strews 1 asrsN • A/C Unit Bottom Edge Hurricane Strap (Typical: 3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bradcet (16 Gauge) 14 Self -Drilling Strews Thru Brackets & Back Cross Support Into A/C Una Bottom Side (Typical: 3 each side for hurricane use) 5phirti4 uuril4mm enarsshsvuw arc Fed-," inch ­6 Hur'ueaaxc _1u, Brats Rayed Sad t7pYNdaE aWlB.late adpba teetdss[ t t!e taifl Florida Depadment of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail Few 1 or 1 11i1 507021 .Qkk angry or I&I W Data PMMIro Jim Npe V"on Manufacturer CDrdWA lnalmer&LWense Validated Fir Validated gulavjtggg F&C Approval Apprgygg atomAffirmation 2020 smeit Vent Products. Inc. Mchael Gnhem Hemlaa F. Norero P.E. Laoke Bowden P.E. 12MVIO20 12J192020 1228J2020 Approved Category: Structural Canponenis (877) 441-8366 PE-73778 (334) 300-1800 AACatagory: Prodeas Introduced as a Result of IntogIsmadrentcorn New Technology Compliance Msmod EvaUetion Report from e Florida Registered Architect or a Uwwd Florida Fta15912418Praducls Professional Engineer awl Product DafQidlan Quality Assurance Aporowd for Use Agnroved In HW Z outside for Use HVHZ know fjobjart D"101 $e}s,n 1 9martVant Model V540-510 list Function Flood end Ventilation Vent 17/312t123 Yes Yes N/A 100A100 2 SmedVent Mod.l #154P511 Dual FuncSm Flood and Ventilation Vent 1213f2023 Yes Yes NIA +100A 100 3 SmartYere Modsl#1540-520 Insulated Flood Vent 12/312023 Yes Yes NIA +i0DA10o 4 SmartVerd Model 0540-521 h5ulsted Flood Vent 12J31/2023 Yes Yes N1A +1 ODA100 5 Smarvent Modal 0154OL524 16&gld; GInge Doer Flood Vent 12/312023 Yes Yes N1A MIA 6 31rrnVent Modal*1540.570 Wood Wall Insulated Flood Vent 12/312023 Yes Yes N/A +100A 100 7 S,-rtVentM det a1 S40.574 145emot Garage Door Flood Vent 121312023 Yes Yes N/A WA Florida Department of Business & Professional Regulation Pane 1 01 Building Codes and Standards 1n+1N21 Product Approval Application Detail Oft Ewty or Pate 20 Date Pending 2901 Iual VMglgn Manufacturer Seam Validated By Validated Submitted ESCAcee al Ag.n9 Status Revision 2020 Drexel Metals. Inc- Jason ShUnatc Zadlary R. PdeN Lock. Elden P E. OBn0/2020 08AI9Q020 oanwo2o 10113rz020 Ape - Category: Roofing i507i 303-1111 PE-74021 (3341 3W-1800 Subcategory: Metal Roang )shumrteMoexiner m Complance Method: Evaluation Report from a ,. Ragistared Architect ore Lkw and Florida Professional Engineer Fti'116794aB frpduMts QNatr Assurance Aoorowd for Use AlborovedforUse Impact Deslon sea # Product Model, au low or Nam. Product Owdodo" Coaact fbmlratlon Date Inr11(Hi R#Mstug Prasglre 1 Dnxei Metal Roofing Systems DMC 100NIS, DMC 1S055, DMC 1T584 DMC 2003, 12/312025 Yes No NIA +01-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 .14 V2512022 Lila Entity or' Data Pendino 291 T_ Version Manufacturer Octritact Eno hear&License Validated By Validated Submitted FBC ApproWl Approved status Revision 20M Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.I- Ryan J King, P.E. 00152021 12+31 M20 04220721 0&0&2021 Approved Category: Exterior Doors (800) 043-7626 PE-43009 (W3) 7674W SubCatagorin Swinging Exterior Dos Assembles siesperso @thernothn._ Com otl: pllance MethEvaluation Reportfrom a rn Florida Registered Architect or a Licensed Florida Proreasionai Engineer FLAQ048846 Products Oualty Aasuratice Aoorovedforulse Aparovedfor Use Impact Design ✓ Product Motlel. N u m bar or Names ProductlDesanotion Contract Ftmiratlon Date In HVFQ OutWO HVHZ Resistant Pressure t a. ThemrlaTru Fiber -Classic and Smooth -Star Nominal 68#39;8 &quot;l rro-t8quot Opaque 12131=2 No Yes Yea NIA Composite Edge Fiberglass Single Door (I ncaMngfiOutswhg; X configuralton) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&039,8 &quoklnpact&quot Opaque 12131=22 No Yes Yes NfA Composite Edge Fiberglass Single Door with Siddibe(s) Onawng/Outawng', XO. OXor OXO configurations) 3 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 5&#3B8 &qudtlmpactilquot Opaque 12f31/2022 No Yes Yes WA Composite Edge Fiberglass Double Coot wth or without Sideltes onswng/Cubwng: XXa OXXO configurations) 4 d. Themla-Ted Fiber -Classic and Smooth -Star m 1 Nome188#3g;0 8quot;lmpact&gtrot Opaque 1213 2022 No Yea Yes NIA Composite Edge Fiberglass Single Door (Incwng/Outswelp; X configuration) 5 e. Thema-Tru Fiber -Classic and Smooth -Star Nominal 6&p39;0 &quotlnpectill Opaque 12/312022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelxe(.) Onsw VMtswl ng: XO: OXor ONO configurations) 6 f. Therrna-Tru Filter -Classic and Smooth -Star Nominal 6&rF39;0 &quotlrrpact&quot, Opaque 12/31f2022 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sidelines (InrMnglOutswing; XXa OXXO conflguratlons) 7 g. Therms-Tru Fiber -Classic and Smooth -Star Nominal 66#3B8 &quotlmpact&quot Glazed 12f3lf2022 No Yee Yes WA Composite Edge Fiberglass Single Door (Inswnglo"I"ing; X-figurabon) 8 b Therme-TN Fiber.Chasid and Smooth -Star Nominal 68039,8 &quotl nipact&quot Glared 121312022 No Yes Yes WA Composite Edge Fbeglass Sigle Door wth Siddite(s) (InswnQ/Outswrg; XO, OXor OXO wnfgurietions) 9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8 &quotlr pact&quot Glazed 12/31/2022 No Yes Yes NIA Composts Edge Fiberglass Double Door wit or without Sidelites (InswirglOUtewing;. XXOr OXXO configurations) 10 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88#39,0 &quotimpact8gwt, Glazed 12/312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inswng/Outswmg; X configunpon) 11 k. Therms -Ted Fiber-Cas91c and Smooth -Star Nominal MA39;0 &quotl miuromquot Glazed 12r312022 No Yes Yes WA Composite Edge Fiberglass Single Door With Sidelft(s) Onswng/Outswing, XO, OXor OXO configurations) 12 I. Therms-Tru Fiber-CasNe and Smooth -gar Nominal 88,03RO &quokl mpactil Glazed 12J31/2022 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without Sidelites Onowrg/Ouawing; )X or OXXO configurations) 13 m. Therms-Tru Fiber -Classic and Smooth -Star Nominal 89#39,8 &quotlmpact&qugt Glazed Molded 12/312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door (Inswrg/Outswtg; Xconfiguration) 14 n. Themla-Tru Ftber-Classic and Smooth -San Nominal SSA3B8 &quotlmpactfiglmt Glazed Molded 12131r= NO Yes Yes WA Open Composite e Edge Fibs ass Single le Door with Glued MoW&d Open Sldeite(s) (InswnglOutswing:. XO, OX or OXO cordgurab.n.) 15 o Themla-Tru Fiber-Cllsl:lc and Smooth -Star Nominal 68#3s8 &quotlmpad&quxrt Glazed Molded 12131IM22 No Yes Yes N/A Open Composite Edge Fiberglass Double Doorwlth or without Glized Molded Open Skklitea (I nswng/Outzwg; XXw OXXO wnfigumboru) 16 p, Therra-Tm Fiber-Claraie and Smooth -gar Nominal 8WISrS &q ttm F c%quet; Opaque 12131=22 No Yes Yss WA Composite Edge Fiberglass Single Door with Molded Open Sideiiter(s) OnswinglOutsYyng: XO, OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6& 8 8quotlmpactl4quot Opaque 12/31=22 No Yea Yes WA Composite Edge Fiberglass Double Door wth or wthout Glazed Molded Open Sideltes (I ncwng/Outswr)g; XX or OXXO configurations) Sam Tim Vacated Manufacturer R.wslon 2020 PGTlnduaViea Category: Exterior Doors Subcategory: Sliding Eatarlor Dow Assembles Complirrn Method: Cartlicebon Mani or LWIng FIJUISRnGats N Aedu.l Mndel. Nurrb.r or Naar 9 8GQ5570(Larg, Meg Is Impact) Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Applicatlon Detail Pape t oil Vw2021 Ep+tin or RAI )late Data pentium Gala cnlact tlpYtex 8 Llcerxe YMIda1ed av Validated gimapird FSC Approval ApgLpyF9 stags Jena III-, N Merrd-Dade SCCO - CER Kati 9CC0- VAL 11/19f2020 126=20 11242020 Aplxaed (941) 486-0100 (786) 345-2590 )oosoweM�pgtinduelel QualbAssumno Approved for Use AnoraVed for Use k al4t DWW Product O.e.riopon Context E_-notion Dal, In HIAZ Outside MVHZ Rl111tart $!:lllCi Vkryi adding aft. Door OVIO 02t Yea Yee Yes NIA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors ISeries 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248,3 +31..0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248,11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NiA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NiA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999,4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NiA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department Df Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1125=2 �����.-.zsa`r'id?3%�� cam, a�aev- �' ������•&h@ E ''1a3��` ' '-e:� -`i.� Fj`<, w�#. -1'�' �:E� ago Entity or Role 2a Data Panol no pg(g Ln Version Manufacturer CCIpp( Enpineer &License Validated By Validated Submitted FBC Aooroaal Approved snows Revision 2020 Therma-Tru Corporation St-e Jasperson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 07/23J2020 07N2Y2020 /202 071290 10M312020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (613) 767-65W Subcategory: Swiping Exterior Door Assembles sjaspemonCmermatru.co Compliance MMhed: Evaluation Report from a m Florida Registered Architect or a Licensed Florida F1.0104704R3 Professional Erglneeir Piraau4ts Se t Product Model. Numberer Name Product Description Quallty Assurence Approvedfor Cpntraet Exaziaton Date Use Apbrovedforllse In HVHZ Outside HvIQ Impact Resistant Desli Pressure 1 a,Therrra-Tru Fibs -Classic and Sn oth-Star Nominal 6&#39;8&quotlmpad8quot Opaque 12J31f2U22 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InswnglOuawng; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal a&#3B8 &qud:lmpact&quot. Opaque 12t3l/2022 Yes Yale Yes WA Composite Edge Fiberglass Single Door wrath Sidelite(s) (InswingrOutsw tic. XO. OX or OXO conngurabons) 3 a Therrma-Tru Flper-Classic and SrnoolleStar Nominal 6&#W 8 &quotlmpad8.quct Opaque 1 V31=22 Yes Yes Yes WA Composite Edge Fiberglass Double Door wldl or without Sk"'tee (InawIrVOubaMng; XX or OXXO oonfigurauons) 4 d. Therms -Ted Rber-Classic and Smooth -Star Nominal 88403B08quct;lmpact&quol Opaque 1201 r1022 Yes Yes Yes WA Composite Edge Fiberglass SingleDoor Onswngloutswing; X configuration) 5 ms- e. Thera-Tru FibClassic end Smooth -Star Nominal S&#39;0 aqud;lmpad&quot Opaque 12/312022 Yes Yea Yes NIA Composite Edge Fiberglass Single Door with Sidelte(a) Onsw rigrOutewing; XO. OX or OXO configurations) 6 f. Thermw-Tru Fiber -Classic am Smooth -Star Nomm2t8&939,0&quctlmpad&quot Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sdeldes (InswnglOupsMng: XX or OXXO configurations) 7 g. lberma-Tru Fiber -Classic and Smooth -Star Nomm2I6&#39;8&quotlmpact&quot Glued 12131/2022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door Onswng/0utswng; X configumton) 8 h. Thu -Tru Fbe-Classic end Smooth -Star Nominal 6&#$9;8 &quotlmpact&quot; Glazed 12/3112022 Yes Yes Yes WA Composite Eddie Fib -glass Single Door with Sclelite(s) (Irrewnwoubewng; XO, OX or OXO configurations) 9 m i. Thera-Tru Fiber -Classic and Snrooth-Star Nominal 6&09;8 &quotimpad&quot Glazed 12/312022 Yes Yes Yes WA Compos ile Edge Fiberglass Double Door with or without Sidelnea (InewnglOutswirrp; XX or OXXO configurations) 10 1. Thernme-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 equotlmpact&quot Glazed 12131/2022 Yes Yes Yes WA Composts Edge Fiberglass Single Door (Inswing/Outawng; X coniqurvtlon) 11 VTherme-Ted Fter.Classlo and Smoolh-Star Nominal 8&#W;08quotlmpact&quot Glued 12t31f2022 Yes Yes Y% WA Composite Edge Fiberglass Single Door vAM Sidelite(s) (ImwnWOu%wng; XO, OX or OXO configurations) 12 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 equokimpad&quok Glazed 12J31/2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door wth or without SKWitss (linemrglOutewtirig XX or OXXO oonfigurations) 13 m. Therma-Tru Fiber-C�tic and Smooth-Sar Nominal 6&#39,8 8quotlmp1Q&quot Opaque 12f312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door wth 8quot.N}cn-Impaol&quct; Sldellte(s) On mirrWOutswing; XO, OX or OXO config urations) 14 n. Themla-Ted Fiber.Classic and SmoothStar Nominal 6&039;8 aquotlmpact&quot; Opaque, 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with 8quotNcn-Impad&quot: Sidelites(Inswng/0utswrg; OXXO configuration) 15 c. Therma-Tru Fiber-Classc and Smooth -Star Nominal 8"Ss;0 &qud;lmpad&quok Opaque 12/3112022 Yes Yes Y"s WA Compoehe Edge Fberglaw Single Door with &quotNon-ImpaoAquot Sidahte(s) Onswng/Outswing; XO, OX or OXO coniig urations) 16 p. Therma-Tru Fiber -Classic and Smxwth.Ster Nominal 84#39,0 8quot;lmpact&quot Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quotNlon-Imoscsquot, Sidellfes (I nswng/OutaW ng; OXXO configuration) 17 q. Therma-Tru Fiber.Classic and Smooth -Star Nominal 8&#3B88quok Non-Impad&qud: Opaque 12131/2022 Yes Y_ No WA Composite Edge Fibe glass Single Door (InswrgfOutswng; X configuration) 18 r Therna-Tru Fiber -Classic and Smooth -Star Nominal W39.8 &gwkNon-Impaot%quok Opaque 12J312022 Yes Yes No N/A Composite Edge Fiberglass Single Door with Sdelte(s) griawng/011swng; XO, OX a OXO configurations) 19 s Therma-Tru Fiber -Chase, and SmootMStar Nominal6&#39,6&qud;Non-Impad&quot Opaque 12J312022 Yes Yes No WA Composite Edge Fiberglass Double Door with or rMthout Sldemes (Im;WngtOutswng; XX or OXXO cordgurations) 20 t Therma-Tru Fiber -Classic and Smooch -Star Nominal 8&#39:0 &quoiLNon-Impact&qucc Opaque IWit 2022 Yes Yes No WA Composite Edge Fiberglass Single Door (I nswngJOutswing; X configuration) 21 u. Therms-Tru Fiber -Classic and Smooth -Star Nominal 841,09;0 &quo:Non-Impace*uot Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelite(s) (Inswngto tswng. XO, OX or OXO connauni ional 22 v. Themla-Tru Fiber-C.ssicand Smooth -sits, Nominal 8&039;0&quotNon- Impad&quof; Opaque 121312022 Yes Yes No NJA Composite Edge Flteglsss Double Door With or without Stlelites (Inswing/Outswing. )0Xa OXXO configurations) 23 w Therms-Tru Fiber -Classic and Smooth -Star Nominal e&#388 BquokNon-IrrPad&quok Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door O nswng/Outswng. X configuration) 24 x- Themra-Tru Fiber -Classic and Smooth -Star Nominal 9&#3B8 aquotNon-InVad&quota Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) Onswng/Outswng; XO, OX or OXO oonfgurations) 25 y. Therms-Tru Fiber -Classic and Smooth -Star Nominal 5&#39;8&quotNon. Impard&quot Glazed 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door wed or without Sidelines, (InsWrglOutswing; XX a OXXO configurations) 26 Z Thermo -Ted Fiber-Casate and Smooth -gar Nominal 88/s39;0 ilquotNon-Irrpad&quot; Glazed 12t31/2t722 Yes Yes No WA Composite Edge Fiberglass Single Door Onswrg/Outswilg, Xconfiguration) 27 za. Therma-Tru Floer-Classic and Smooth -Star Nominal 8&#39:0 &quotNon-Impact8quot Glazed 12/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelte(s) (Inswing/Outswng; XO, OXor OXO configurations) 28 A, Thema-Tru Fiber -Classic and SmoethSter Nominal 8&439:0 &quotN-impart&qua; Glazed 12r31/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door wed or without Sidelites OnswingfOutswng; X)(or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standard Product Approval Application Detail page I of 2 s 0z1 5.494 entity or Batt 291 Date "ad- Bxa jogs version Aleoufaeturar candaict Enciner&Llewrco Validated Or Submitted FBCA®roval A,croat Status. Rewsbn 2D20 MI Windups and Doors Breed Sllriw Luis Roberto Lomas Steven M Wor, PE 10,01IM20 1W/ D20 101192020 12115M20 Appxowd Category: Exterior Dori (717) 365-3300 PE-62514 f717) 317-8454 S1bCaregory: Sliding Exterior Door Assembles bsdiingera..d.com Compliance Method: Eminabcn Report tom a Florida Registered Avanpect as Licensed Flernde F d4F 54nfL.ti__.a Prof ..lonal Engineer 9.ffi# Product ModM. Multi or Name quMay Aanirancs AppeciMfor Product tMwidlon Cotarad exetatlan Data In Us, O"Z AraoYed for Use ))uaw outside HYM R41hiNd D#91e) pnsa)re 1 SERIES420ALUMINUM SW SERIES 426ALUMINUM SGD OXO 12aln(124 No Yea No NIA 145-314aqud:x80&qud: NON -REINFORCED 2 SERIES 420 ALUMINU M SGO SERIES 420 ALUMINUM SGD OX. XO. XX 121312a24 No Yes No WA 96&qua;e80d.qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 42CALUMINUMSGO REINFORCED OXO 1213111024 No Yes No N/A 145.3144ud:x96&qud: 4 SERIES 420ALUMINUMSOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDOX. 1713i2024 No Yes No N/A XO. XXS6&qud:x966qud: 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM SOD REINFORCEDW 12/312024 No Yes No N/A 14W..d:x9aa a .t Florida Department of Business & Professional Regulation Pagel ore BuildingCodes and Standard Iisr2021 Product Approval Application Detail � `��&'�..�' �`�.F.'' �..d�.�'���z'a• ��P'.y'?��."�. e>a±lino,.. _� ';'"•'_�a, �� �"+�'��i»z'��.� T. i+49s BrA t.Pi (Lye BYa Data Peadme 2162 am yeriupp Manufacturer CoNEnokrn&De.rise Validated 9V Validated Submitted FEICAdpnaval approved e• Rev)am 2020 WaynaDaton, a dwslcn !OYemeatl Door Dwayne &amm� Jahn E. States Jeffrey P. Amason. P.E. I Wl Y2020 09r29IM20 10232020 12/15/2020 Approved Corporation DID)763.4121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishigiwayne-daton.c SubCMegory: 6atibmal Exterior Door Assernbies om Carpllanca Method: Evaluation Report from a Flodde Registered Architect or a Licensed Florce PlAa246.82g Professional Engineer PrOArde sea # Product Model. Nurtar or Maine Quark, A,-- Product Des.rlpdon Corlrxt t0mlratlon Date Ammared for Ups Aoonared in HYRL for Use outside NVHZ knDSgL Desid, R4owpM pressure 3 fiDDOBi D0/8200 #1105 9&.#35; ilex rift 14&#39; Max height. daring 12J312023 NO Yes Yes-31.001-35.00 aveibbbint orinMenediata sector. op 10 8090/819Q18200 #1123 168#38: Max a101h. 14&#39; Max heyhl. Glazing 121312(Y23 Nb Ya/ Yet +30.00A33.50 available In lop or Intemlediate section. 11 8000/6100182OD#1124 168839'. Max Moth, 146#39. Max height. Glazing 12/312023 No Yes Yes +34.40/-38.30 avelabe In tap or intennediste sedlon. Florida Department of Business & Professlonal Regulation page Of Building Codes and Standard Ira20z1 Product Approval Applicatlon Detail Sg9f Entity a Plift Aala BffilPt+llat➢Il 20 o ]ype Ver}I!m .atngagi4l!ffi Comm End,,& Lica s, Vaademd Br Vall"ad > FBC Aooroyel aalSglm9 +ilatYi ReMsion 2020 Cunsa0i IamOtAAOG. Inc. Tom Rattay ILLLLC Troy Bishop. P.E. 12mc)(2020 12/012020 1221/2020 AW.-d Category: Exterior Doss t 611) 494-2613 1954) 947.0880 SubCateponn ExteriorDoor no Componts tan.ratayMesasebiay.co Compliance Method: Cut6cellon Mark or Leong m FIY11537.RI.Produoa. Qualm Assurance Axel for use Approved for Use Imigm Desi9) S,oa wodu.e aem.NamdQorNarm I, HvKz outside NVK2 R.sista t P 1 6a7. 707. 727 747, 157. ?77. and 847 Sinole end peas d Flush. Gbzed, and Louvered single end pe- d 12J312025 Yas Yes Yes WA Doors halloo metal doors. Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standard tr2D21 Product Approval Application Detail - .•f. - f#, x= ,a `:�.-a 4�-- .`-,`° t - `s* "' rid.- sit:` g - Cods EhYIN w od. Der. Data Puiding pat. yppp, version Manufacturer Validated air Vatfitillag Sulmillitcl FBC A®naval RwNsla i 2020 MI wrldo" and Doors Brent eitlllger American Architectural Steven M. Urich. PE 11/17/'pxo+e 2020 11/11/2020 11127/2020 Ad Category: Wndows (11 n365-3300 Manufacturers Association (717)317-8454 SubCategory: Slime Hung batingefillmlvd.cam Compllai Method: CertNoalim Mark or LHting Quality Assurance; A--,d for use Aoorin ed for Use Impact or Nat� §ago Proeeral Modal. loaner me Cmsreet Elmiratlon OMe �y lW OtRbde HVHZ f ! r e 2 185 SH 52x72 Flsfflenge Freme IGJSG Single Hung 1 D/M2023 No Yes No +60f-60 Lemdnsted Guess to Cu > O �. U 2 O O .Cn CU U -0 N O O C O � O W CB O O LL O > .Cn -0 E ^' Q Z Z W J ty C_� O N tXi tr .y s as. a) CU C: 0 j _ } ow cn E W Z W ICU CL O 0_ Q � U 0 L CD W CU CU M O LCU W W z J z Q J SHEET NO. PA 1.0_ a { ' I 1l�� ■lr7r, — - III l e]I I --r I I Florida Department of Business & Professional Regulation P.O.6 of Fbnda Department of Business & Professional Regulation Psw1 01 Building Codes and Standards 1252022 Build! rig Codes and Standards I&M21 Product Approval Application Detail — Product Approval Application Detail ERM or 2ft )gjp, Data Pending 20 - - status EWhLgs Bdf Bfa Data Pont!- )lilt Code Sgtla IM Version Manufacturer contact Enalnear a License Validated By Vatioated submitted FaCAmroyal Ap➢roved MW V9r1401) WMU%cturr ccdod Eais.ie.aIJcerm Validated IN Validated aubmirm FBC Acerelvel ADDrVM $lOfla Reveion 2021) ThermaTru Corporation Steve Jaspers- Lyndon F. Schmidt P E Ryan J. King P.E. 10I0712021 09/182021 1GM31= 1211&il Approved Attt m 2020 PGT Industries Joe Ros—k! hilleml-CadeeCCO-CER 1,11—i-od. 8=0-VAL Ilit 020 1110520X1 litlir020 Apsi Category: Exterior Doors GuitiCaloi SWrging Exterior Door Assemblies (800)643-7628 M-43409 (813)7674555 s)awerealkilithermatru.co Ceregry: Yentlowe (941) 48&0100 (786) 315-2580 Compliance Method: Evaluation Reportfrom a in ahbcalegry: Single Hong IrceoweklQpgtlnduatnea.c Florida Registered Architect or a Licensed Florida C-Wli M thm: Codification Mark ce listing an Professional Engineer F1,00461417 Products Qualfy Assurance Approved for l/ae Approvrd for Use t✓ g•oa Product tlodeL Nurbr or Name Quality, Product Careful CorradnMrdilm Due 6 Appraed fa Use Imei6 il= ID-hVKZ Outtlde HVNL hesitant E[uY1Lt se Product Model, Number or Name Product Descriptlon Contract Expiration Date In HVHZ Outside HVI Z Resistant Pressure 2 eN5s00ILarge sAssae Impact) Veryl Single Hung Wndaw o7rio2o25 Yes Yes Yes NIA 1 a. Thermal Fiber -Classic and Smooch -Star Nomirml8S#39:85quokNon-Inpact&quok Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door (InsWng/Outawing:Xconfiguration) 2 b. ThemYa-Tru Rber-Classic and Smooth -Star Nominal f11,111 i1gtlot;Non-InpacAquot; Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelia(s) (InsvingfOutsw rig; XO, OX a OXO .-Figuaiions) 3 cTherma-Tru Fber-Classic and Smcciflti NomW166U36;8&gtaf;Non-Inwct&quot; Opaque 12f312022 No Yes No NIA Fiberglass Composite Edge Courts, Door with a without Sklelite s (Irswing/OutM+ing: XX or OXXO 4 d. Theme-Tru Fiber -Classic and Smooth -Star COnfk)uatlons) Nominal 78&n39;0 t(quotNon-Ittpactliquot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door (In9vilngroutsvil X configuration) 5 a Thermal Rber-Classic and Smootl-5tar Nominal 7flil 0 &quothlon-Irtpad&quot Opaque 12/31/2022 No Yes No NIA 6 f. Therma-hu Fiber -Classic end Smooth -Star 7 g. Therma-Tru Fiber -Classic and Smooth -Star 8 h. ThermaTru Fiber-Cleusic and Smooth -Star 9 L Thermi Fiber -Classic and Snlooth-Star 10 1 Therma-Tru Fiber-ClasslC and Smooth -Star 11 k Thermo-7ru Flo -Classic and Smooth -Star 12 I. Therma-Tru Fibef-Classic and Smooth -Star 13 m. Tlartna-Tru Fib -Classic and Smooth-3ar 14 n. Them ill Fiber -Club and Smooth -Star 15 o. ThermaTru Fiber-Claseb and Snpoth-Star 16 p, Themes-Tru Fiber-Cs,selc and Smooth -Star 17 q. Themes-TW Fiber -Classic and Smooth -Star 18 r Therma-Tru Fiber-Claasic and Smooth -Star 19 a Therma7ru Flow -Classic and Smoothl 20 t Themm-Tru Rber-Clerk and Smooth -Star 21 u. Themm-Tru Fiber -Classic and SnaNh-Star 22 v, Thermo Tru Faber -Classic and S ncoth-Star 23 w Thermal Fiber-Claseb and Srindh-Star 24 K ThermaTru Fiber-CJasac and Smooth -Star 25 y. Theme-Tru Fber-Clasieand Smooth -Star 26 z. Thema-Tru FbarLlassicand Smooth -Star 27 za. Thermil-Tru Fiber -Classic and Smooth -Star 28 zb, Therme-Tru Fiber -Classic and Smooth -Star 29 zc. ThermaTru Fiber -Classic and Smooth -Star 30 zd. Therrns-Tru Fiber -Classic and Smooth -Star 31 ze. Therms -TN Fiber-Clessicand Smooth -Star Composite Edge Fiberglas Angle Door with 9ddae(a) OnswrigrOv)sWrg; XO, OX or OXO corfigurabons) Nominal 8likak 0aquotNcn-I mpadaquot Opaque 12/3112022 No Yes No WA Composite Edge Rbseglaw Single Door OrswingtOutswi g; X configuration) Nominal 8&A39;0&quotNon-Imp%o%gvl Opaque 12/31r'2022 No Yes No NIA Composite Edge F+beirglas , Single Door With Sideltill OnsWiglOutsivArl XO, OX or OXO oonfigurabone) Normal Baf639:0&quotNon-I mpact8quot Opaque 12131r2022 No Yes No MIA Composite Edge Fiberglass Double Door Wth or W"A Sldelfes (Inswing/Outswing; XX or OXXO configurations) Normal &&k39;8 &quotNon-I mpact8quot Glazed 12/31r2022 No Yes No NIA Composite Edge Fiberglass Single Door (frwwinglOutswmg; Xcalfiguraton) Nantnal U939;8&quotNon-I mpact&quor; Glazed 121'3112022 No Yes No NIA Composite, Edge Rberglass Single Door lath Sidelae(s) (InswnglOuraWil ; XO, OX a OXO configurations) Nominal 68a39:8&quotNon-Impati&qu cR; Glazed 12/31/2022 No Yes No NIA Composite Edge Fiberglass Double Door with or Without Sitlelhes (InsvArg/Oubwing; XX or OXXO configurations) Nominal 7&ai&quotNon-ImpadBqud Glazed 1261/2022 No Yes No N/A Composde Edge Fiberglass Single Door (IrawingfOutawig; X configuration) No ..] 7&e39;0&quotNon-Impact&qur* Glazed 121312022 No Yes No NIA Canposibe Edge Fibrglaes Single Door with Sidelde(s) OnsWrg/Otltsvil XO, OX a OXO configurations) Nominal 1121,e39;0&,luetNon-ImpseE&quet Glued 12/3112022 No Yes No NIA Compositb Edge Flbarglass Singh Door Ons;viing/Outswmg; X oontigurabol Nosina1 Bills ;0&quothlon-Impactilcul Glazed 12/3112022 No Yes No NIA Composite Edge Rberglass Sing Is Door Wth Sidelhe(s) O nsverg/Outiwing: XO, OX a OXO configurations) Nominal 8&d39;0&quotNondmpactfiquot Glazed 121310022 No Yes No NfA Composite Edge Fiberglass Double Door With or Without Sdefil (Inswing/OutaWng; XX or 0)0(0 configurations) Nominal 68d39:6&quot.Non-Impact&gLnot Opaque 12131r2022 No Yes No NIA Composhe Edge Fiberglass Single Door Wth Transom (InsW rg/Outswing; OIX configuration) Nominal 690311&quatNon-Impsed8shi Opaque IM112022 No Yes No NIA Composi es Edge Fiberglas Single Door rats Sdeli sit and Transom (Imwing/Outsving. O/X0_ 0/OX a O)OXO confgurabons) Nominal SUW9 88quotNon-Impact&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Single Door with Sdelin(i) OnsWngroutawing; XO, OX a OXO Continuous Head and Sill cormguatkrlsj NomIMI8tt1s39;0 &qud;Non-ImpaaBquot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with Sldelis(s) OnswinglOuteWng; XO, OX or OXO Continuous Head and Sill configurations) Nominal 68 88gtla;Non-Irnpacl8quot Glazed 12131/2022 No Yaw No WA Composite Edge Fiberglass Single Door with Sltlelse(i) (I nsvitrVOutsivil XO, OX a OXO Continuous Head and Sill configurations) Nominal 8&d39:0&quottlon-Impactill Glazed 1213112022 No Yes NO WA Composite Edge Fiberglass Single Door with Sdelae(a) (Insv inglOutewing; XO, OX a OXO Continuous Head and Slit corriguratonns) Nominal re&M366 8quotNon-Impad&quot Opaque 12MI2022 No Yes No NIA Composite Edge Fibergs,es Door ParialYith Vented Sdelae(s) OnawinplOuiawig; XX, X(Xor XXXX configurations) Nominal SlUil 0 &quof,Non-Impadaquot Opaque 12f31/2022 No Yes No NIA Composite Edge Fiberglass Door Panels with Vented Sdelite(s) OnswnglOutewng; XX XXXor)O= confgurtons) Nominal 6&fM;8&quctNon-Impect8quot Glued 12t31/2(122 No Yes No WA Composite Edge Fiberglas 000, Panels kWtl Vented Sidelib(s) OnewinglOutrewig; XX )00( or )CM ocriNurations) Nominal 88d1 illiquo0on-Inpect&quot Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Door Pares, Hush Vented SIDMeel (Insw riwoutswig; XX, XXXor XXXX crdlgurations) Nominal 6a1fliquo0on-Impactaouot Glazed 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Door with 36A3'0,0 Sdelite(N O n.WinglOutswing: XO. OX or OXO configurations) Nominal 8&R39;8 aquot Non-Impact&qupt Glazed 12/31/2022 No Yes No NJA Composite Edge Flberg law Double Door with 3039.0 Sidelites Onavring/OuksYdng; OXXO configuration) Nominal 88d131RO agnlot Non-Impactill Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door with 34111 Sidelite(s) OnswrnglOumvang; XO, OX or OXO configuration n)ornhral 8&a ;08quoCNon-lmptncffiqu0t Glazed 12l312022 No Yes No N/A Composite Edge Rbefghi ss Double Door with 3803910 Sdelfes Onev img/Outavil OXXO configuraton) Nominal 7&91 &quothlon-Impact&qual Shaker 12/312022 No Yes No NIA Series Composite Edge Glazed Fiberglass Single Door with or without 19#39:2 Sdeliibil ( neWngfOulewng; X OX XO or OXO ocnfgurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 tit Building Corks and Standards 51 Product Approval Application Detail Florida Depsifterd of Business & Professional Regulation Fes, 2off Bui Ill fig Codes and Stands rds 1oss".021 Product Approval Application Detail SM 2 a 21tt 1ostrl. 20 Iyga Vernon Manufrturr fimtW jtr(conaa Validated 13r >( Submitted FBC Accrual denrgv+d Sam Revision 2020 ANide Nick Thanes n Lyndon F. Schmitt, P.E Ryan "it P.E D2n52021 02tilli 02=921 O4n3=1 Approved Category: Panel Wallis 1,330)922-2389 PE-43409 (Bt3) 791 sbcategcry: So% mhanpacnQdaide.can Compllama Method: Evaluation Report hom a Flaids Registered Architect or e U—sed Florida Professional Engneer FLMsa71-RS Rediah Approval for Use Aorarvy dl for Use kneel 22dw also A Produtl MorW. Manor a Was, ProBaa Desolation Contract [miry loin Date at li outlets. MVNL INahtrY PrMun 1 a. &pha2i&quot Soft Vent a Shcd Veyi Sort 1211 023 No Yea NO WA 2 b. &gjctAlWnc. T4r41ad: Son Vent r Si Vinyl Sae 12=213 No Yea No WA 3 0. &qud:GrawbrW Vintage Beaded&Y39: Sofia Vent or Solid Vinyl Sergi 12131r2023 No Yes No WA 4 d&grd;OSaWd; Solt Vent or Sold Vagr Safe 12/3/r2023 No Yes No WA 5 e. &qud;Chater (>ak&gJd; Soatt Vent or Solid Vinyl Sona 12/312023 fie Yes No NIA 6 f. 89ud;Supr Bpen&qua; Sold Vent or Sdid Wapl SoiM 12r3112023 No Yee No NIA Rocca Depertri arlt of Business & Professional Regulation Pop 1 tit Florida Department of Business & Professional Regulation Feel di Building Codes and Standards iGe=l Bulldng Codes and Standards 14'iD21 Product Approval Application Detail Product Approval Application Detail Entityr 2& 291 Do,pas1$og Big 2992 9hurt or 2m 20 090 Poem R a ig$4 jypg vinslon Mansufactunar ComedEndrrraltem.e Validated by yd9dw submitted FBC Ammanal am version Maneslydurv[ comest Endnera lsirs. Validated IN Xild W 1$,b Mdd FBCAmroval IUWL Reaatdn 2020 TAMKO Building product LLC Kan EAan Robert Nian4rbn John W. KnemNdl, PE 1tk042020 091292o20 tan 22o2a 12n520zo Approved Raasbn 2020 L.V. TOonpscn, Inc. d)a 7hamDeon Architectural T ri n Zachary R. pill Steven M. Unch PE ony Ch qme nary own 71202E owl e2020 09R21102(I 1211'5=20 Approved Category: Rooelg 1417)624-6844 PE-99186 f954)772-6224 Mattis Company(TAMCO) 4813)248-3456 Pill i,?17)3174454 Subcategory-. Wdrleyments kart_edm@tanko.com Coapay: Rooting lmycgo nebkoo ho, Conpllall Mnhock Evaluation Report Yarn a "Caego in Feel Aecesso la that us an Flo4s. RaplmteNor. Licensed chltact a Llaenaatl Fields to Architect Imagrl Port ofine Rooting System Compliance Wtthod: E luatm Report from s Proferknd ei flodda Regidead Nchxect ora Licensed Florida tIL023294t9 ProduCU Prdessloned Englnear ttaad Product MerW. N—sm.Nams tlualiH Assurance Aprrtyed fa Use Approved Product Description1, HVHZ far U, smell Resistant Btwm Faial Quality Assures ApOroyadfor Use Approved fa LIM UM Design t TAMKO Rod UOderla innams(HV12) Rod undsdaymenrs for use In FSC HVHZ 0&292023 Yes No NIA WA a9g.F prpdyd Mns.l. Mmhr r Name Product Description in Hi 2gtWgRMM assistant @akin Irirdic"i 1 TAMCO Flat Tap Oft-Iii Vast All Base tar TIN, 26 9a. Mato roofvaefs,tor with battle 08f0921126 Yes Yee NA WA 2 TAMKO Pad Undersymenls 1,N01,1+IVF12) Rodundedaymams for use an FSC nth-14VIa 0&M/2023 No Yes NA WA 2 TAMCO Gooseneck Von 269. OM2M No Yes NA r0/-S" ImisdWans. 3 TAMCO Off-Rldga Rod Vrnt wnh Bathe 26 ga. state mOven6Wa with Integrated baffle OVW2MO Yes Yes NIA WA 4 TAMCO Round Top OR -Ridge vent with Beck to Tile 26 gal- state roof"d Wa Huth bane 08foli vas Yes NIA MIA Pagel at Florida Department of Business & Professional Regulation Pass 1 is 11i Building Codes and Standards Wrml Product Approval Application Detail Florida Department of Business & Professional Regulation P.O.1 of 1 Building Codes and Standards InSM22 Product Approval Application Detail - faatu a Bat gal orb Pwddm 292 Cede Daft Date Daft Pending Date EMNv at Scidl Ilpg Y"- Manufacturer End,— & Lis— VWWated Br VAidsled subscribed PQC Appmtal deems Imp Version tQapgjactu ,Contact lmuw er aticansa validated av Validated submitted FBC Approval Acstroved Sill Revision 2020 Baal Rodng Andeni n Rohln IAPMO Unirorm Evaluation Gary W. Waiter 11)032020 11k220R1 11105M20 Approved Rzi lsion 20M Global Protection Products, LLC. Tim Robinson Wafer A. Tilt Jr., P.E. John W. Knezovidl, PE 09/082020 0910112020 10/0VA20 12f,5/2020 Approved category: pool (801)380"1 Services LLC. (205) 95"ll Category Shutters (954) 6l PE-44167 (954) 772-6224 subCW.gory: Rootng ink» RobinMtlarsan(pbaW.cc SubCategort, Shan Panels tim.mbinsonCappent-coin Carpnanu Ideal Pvisuallon Report Rom a m Compliance Method: Evaluation Report from a Product Eveluaacn Entity Fbride Registered Architect or a Licensed Florida Flip Professional Engineer Ousllly Assurance Amrmdfcrus Accovedfa this itaill Design F LiNtlo76-fl8:Products INA 18 Prafud Model. Noadshr.las� Saxony- 61Mke, Slsie, Country Set Spa Old English Fat Profile - Oenvr, CO 121312020 a p1 NVNZ rktlWh Nor HVNZ Yea g�p(� NIA pressure WA Sso a Product Model. Number or Name Prod Lid Description Quallar Assurance Approved for Use CpnMCr Expiration Deta in HVH7 Approved for Use Outside HVHZ � Resistant RAM pressure Thatch Lamp; anpad 1 20 Gage Galvanized Steel Storm ParsIWHNHI: Corrugated Galvanized Steel Stain Panels retained 1213112022 Yes Yes Yes NIA 17 Saaony 600-SM. Shoos&amp; sort Shake Flu Profile - Stockton. CA 12/310020 No Yee NIA WA or not by tr aite to provide hurricane protection. 18 Saxony 600-Shift, Sheka &amp: 8pm Shake Fiat Profile -Risk., CA 12r31202o No Yes NIA WA 2 24 Gage Galvanized Steel Storm PaneiWNHVHZ Corugated Galvanized Steel Storm Panels retained 12131r2022 No Yee Yes NIA 19 Sassy 700-Shak., ,q t 4, ; Spm Shake Flat Profile -8tpektea, CA 12mim20 No Yes NIA NIA or not by tracks to provide hurricane protection 20 SeltMary 700-Straka,SW.&amp: Split Shake Flat Profile- Mass, CA 12r3112020 No Yee NIA NIA 21 Ter. Espana 1 Barcelona High Prole - Katy. TX 12131=20 No Yee NfA NIA 26 We Low Proae-Katy. TX 12/312020 No Yak MIA NIA Florida Department of Business & Professional Regulation pager of Florida Department of Business & Professional Regulation Page 01 Building Codas and Standards +R 2D21 Building Codes and Standards 1m w1 Product Approval Application Detail '�. Product Approval Application Detail Data pencil 1ME _ C� EItI3Y.41 Ala 299 Case Pending DO 'lluat YWYatetl BY submftd FBC conserver sta6u jypa Vernallaanufatturr Endnee a Urrae YWMatad av Yallgttag ati&nlftffi FBC AmrtW Amaroynadilltga Revision 2020 Alpine Stuart Lents ICC E ahiadon Service, LLC WIIMm M. Ranier. PE I 12029 1or22r3620 11r05/2020 IIMSIA20 Approved Revision 2ozo Commercial Concrete Produol ins. Rdeen Gills esmuel A Or antni John Hoy 17/162020 1 W612020 ,2r2W202o ding FBC Appn Categol Structural CMpneras o t321)710.337T (407)681.1917 Catepay: aevatral CaTIM ore (at S)$59-3707 I llil 45 f352t5ee4311 SLbcatepory: Truss Plata alansgepanMw.mn Subcategory: Products Iraroducod as a Result of precastgelorliyehoo.pom Canpile" Method: Evaluation Report from a New Tadhmlogy praoud Evaluation Entity CWVII w Monaco: Evaluation Repot Loma Plains Registered Architect orn Licensed Florida PL,"B/atp odwu pichels onW "near affix Product Model. Mnbr a Mama tS4$Kd.➢l' a4tlg1I411 Contract [umlratlan Dae Aconesed-for they Approved �z O"Cb fa Use MVMZ rmeai &4�ald p aka, presain FUNT74411Pra81[S Approved fee the tglgag( 21" 1 RW BCGhkoina Higher Strength (H &emP; S) Motel Connector plate 1 N312024 Yes Yee NA WA red x product Modish raarlar a Nam F Caltrad EmlrWlonbe[a b,jJYtjj Ourads IMiZ J t�gjgzp, 2 ITW aCGlAbma Hinge gate Metal Connector%ete 12/3lr2024 Yea Yee NIA WA 1 Quafy Precast Commercial Conchae Products Placer and Prestswed Concrete lintels 052512024 No Yee NIA WA 3 Rw 8Cd3fAlplcm Truba Melel Connector %eta 17/312024 Tea Yee NIA WA o 4 nW 8CG/Apne Wave MWeI Connector meta 12131=4 Yee Yee NIA WA Florida Departmerd of Business & Professional Regulation pawl al Florida Department of Business & Professional Regulation Pax 1 nr2 Building Codes and Standards 1nr2021 Building Corks and Standards 01211,'1 Product Approval Application Detail Product Approval Application Detail ENb, g ,via 20 wu Poem all S99! Ott 201E Data.laindm1 ib6.a Cgtl! DW vmvo mailtutum- fact laugher a Uunseyaembd err ffi FaC Approve Above Yd 5s ms ]yg,0 Verde MattmllW[f[ contact anchor & Worsevalidated By V sd li Apses, &ggfg, am Re,luon 2020 CAST-CRETE USA, LLC Craig perralo Miami-Dede BCCO - CER wisml-Dnde BCCG- VAL 112Q=20 10272020 / 1272D20 Approved A16nnatbn 2020 Npma Aluminum, Inc. Jere 6eve Lung R. Lomas Steven M. Urkh, PE 11nar020 I in a2020 1120no20 APPwao Category: Structural Components (813) 621.4641 (7B6) 315-2590 Catsgory: Panel Wells (407) 50g.2008 PE-62514 (717) 317-8454 SbC.*W,y-. Produde Introduced nag R... W dpamn.0c.Arete.cam 8ubCalagory: Salts ebhealuminunineliyeho Now Tedhndagy Cofmlal Method: EvWuatm Fecal Loma o.con Ceppllence Method: Cerbr"" Mark or Llsdlg Florida Registered Architect ora Ucensed Florida Prdes—all Engineer !fir ROQwt Model Mmbr sir Name A—, ftotluct Daacdptlon Cmlrad lamlralon Date AcersYve for use Aoorpved In MVXZ outside nor gas INMZ k3229 Effi9a1ant ICI Pressure FLA146" Rom' Quality Assurance, Approved for gas Approved fa Use Imp= of" i High Strength Concrete U nteis 4. 6, 8. and 121nch wide lmais 05212022 Yes Yes NIA WA Pramaa Yodel Mipbrr Name Product -Oncrinfion Cbdrad Eaplrrlon aWe In NVH2 t gandajart pia38ga 1 Alpha Aluminum Bold 8aurq: Vented Aluminum Soft/ Alpha Aluminum Sod Burp: Vented Aluminum 07/30rA23 No Yee No WA CMU &amp; Wood sdfiv CMU Lamp; Wood Florida Department of Business & Professional Regulation Paw 1 of Building Codes and Standards fail Product Approval Application Detail S$.df, .. FOilY.1s Bag itch Data Pendm aft 2111211. Vetco Itimufatumar S-tad Validated 0, YrVidatad Submilthil Fac Actuarial Agerieved afka Review 2020 MITak Sic, Erin Well ICC Evaluation Service. LLC ICC EVMOaten Set**, can 12021 08nof2021 061122021 Approved Calepay: Structural Carnpenrts (952) aaB-asm LLC. subcategory: Truss Fill twaldrlictimk.com (701) 599.011 C4mpllame MWhod: EVWUWfah Report from a rlR787-r1B 14e9ddda Product Evaluation Entity Spa Product Yodel Nurse a Name ta)Wev Asaranc4 C orbecl Ctmlatlon Dae Aoorovedlollsa Approved Yt KVNi Otads. for Use NVIiZ 1111041&l ti4�Md Dedon ffiEBII! 1 M15AHS 1a w. high Mingo Wes cenn". pat. 12/312022 Yee Yea NIA WA 2 Milli 16 ga. super high strength truss connector pats 121312022 Yes Yee MIA WA 3 kill 16 16 ga. Suss cameo. plate 12/312022 Yee Yes NIA WA 4 MTISHS 18 w, high stivii miss connector pate 121312022 Yes Yes NIA WA 5 MT20HS 20 gal high strength miu conned. plate 12/312022 Yes Yes NIA WA I TL18, ANTIS 18 ga. muss Sinned.plates 12/312022 Yes Yes NIA WA TL20. MT20 20 ga. Was connara Plate 12W=22 Yes Yes NIA WA £A mm visralcyn I Roads 2020 W Wndows and Doors Cassel Wndns SubCde(lory: Fixed Compliance Manod: Certif oon Ii or Listing tigL MLE 4 swa 2sa A hodlxt ModN. Nunbar w Mama 185 PW Sdtla Ilea: Version alnufacti 8 Ammmtlen 2020 PGT industries C4lapomy. Wit s 6uhCa"W"' kill CWVII ma Maned: Coital Mark a UWng FLO Mdi3 Moduca sea A Product Model Number or Name 1 Muarns it Nl Doom and WVindors Florida Department of Business & Professional Requital BLiking Codas and Standards Product Approval Application Detail Pals 1 er2 I&M21 l.nikra 90 Bata polls Pending 2111 Contact Endmr a D®ras Validated ee )(aigYffi >7 FBC Accrolw do—i , &as, Sunder Aam lcen Atchtedoral Steven M LAlch, PE / 122/2020 11222020 11r2a2020 Approved (717)385-3300 Manulclurrs Association [71T)317-8454 mange titurh an gpy;g(„Assum AnnavederUee ADDLA"dfaUu am comm p todracl Ezoretlan oats In i out" Ill 1SlSWWd IMswra 73. 721nautal Glass 04/03/2423, No Yes No •60/E0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pose 1 d 1 1f02021 ..g Bap Bits gaa.Nnam 20 Conrad 2wneraueena. validated By Validated SLfbmNttd FBCAmrovat Aporbil lam Jens R.—dd htamll SCCO- CER MNmi-Da00 BCCO- VAL 11,052020 11,0512020 11/11/2020 Approved (940 48"100 (786) 315-25M IrososeN@pgtlndusules.c om Aoraysd for Uss Appravndfrtlse ahead Bealon Product Description Contract Expiration Date In NVNz OWrtla NVMZReebMtLlrg Aluminum Muforal 05f262026 Yes Yes Yes WA Florida Dope rimand of Business & Professional Regulation Pass a Building Codes and Standards 16=1 Product Approval Application DeW11 fpgr� EOW or an 2Ha Dace Pending! 210 IV" v.. on Mogracturr caned &hd—a Dc—. Validated Ry VWIdVW alMn�ed FBC Aaprsi Approval Status Reviatah 2020 Flodda MMM Protlu(ft Inc- Clark J.»s James L, Bucket. RE Q .Sloven M. Ur ch. PE Or✓272020 09r492020 10A42020 12A6/2020 Approved Catelrery: Rodng (904) 783.8400 Cill Esprearne 1717) 317-0454 Subcategory: Roorng Acceasodee that one err darktgfiamro tam PE-31242 Integ.l Part piths Roans System Compiler— Mahod: Evaluation Period fron a Paid. Registered Architect or a U—sed Fiends Professional Engineer Am Hum fee Use AP8j4ved felt Use kn= BIll Swe Is g Corbad Edmiratim Data In HVHZ outside WJHZ Radialt. P—, 3 3- FLAMCO &ged:RV 10 Ridge VenlBqud: Aluminum Ridge VeNs 1et pinhed roofs istelceted 121310024 No Yes No WA from 0,025' Aluminum Florida Department of Business& Professional Regulation Pace a Building Codes and Standards rzsrzOzz Product Approval Application Detail 5�49! li Is III Is F.OSIEL.4L 20 Do Date Fanelli 20 Ilia Version Manufacturer contact Enainaer&License Validated ay Validated Submiik4 FBCApproyai Approved aStatus Revision 2020 All American Shutters and Glass Mice Borbie, Frank L. Oennardo, RE Troy 9slhop. P.E. 101282020 1all 512020 11Q5/2020 12115=20 Approved Category. Shutters (561) 712-9882 PE-0048549 (954) OL47-OBM 6ubCatagory: Storm Panels mikefo@Wlemericanshute, Compliance Method' Evaluation Report from a moom Florida Registered Architect or a Licensed Florida Pi:M1704943 Professional Engineer produem Sao0 Product Model. Number w Noma Quatly As mnm Product Description Contract Expiration Astomyed far Imo in HVHZ Irae Aonrowd ror UN id Outsa HVHZ Real�atatnt Deal Pressure 1 24ga Galvanized Steel Sham Panels 249a Galvanized Steel Storm Panes, 12/312022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Faisal ae1 Building Codes and Standards a1a2a21 Product Approval Application Derail r9A ! Bad 20 Date PtfldrkM no mm yal W Manufacture Validated By Validated SIAwm PBC Aortae film- Revisbn 2020 Weyerhaeuser Rob Bauchi ICC Evaluation Sen4ce, LLC to Lehran, P.E. 02A22021 1 on 32020 02/03r1021 Approved Category: 9bpdual Cmywn4ds 1253)924-6478 r60e)839.32M SubCat.geM- Engineered Lumber Rrbat.BSltlwln�loayerhf Co mpllan e, Method: Evaluation Repot from a ausr.hxxn PLrad?401 Product Evaluation Entity Products at" Product Model Nubr or Mw Qlasilly Ao— Product Descriptionm Aprted fr a-.tL�. Use Approved for Use ouhdH I.e16 EttSWAe Goal H>rmiun. i Mcrolem LW Lerrna l of Veneer lumber 03/312023 No Yee NIA NIA 2 P.,Wl.m PSL Parallel Strand Lumber 03/31=3 No Yes NIA N/A 3 Tlmb6trard LSL r LannWad Strand Lumber 03/3/2023 No Yea NIA WA 4 TJ Rim Board Structural Composite Lumbers oriented Stand 03/31/2023 No Yes NIA WA board Rim Board 5 Weyerhn4usr Rim Bserd Chisel etmnd Bond Rim Board 031312023 Me Yes NIA WA 'ell N N N C0 � _ U 0 Q 0 0 .CCU � Qi N 0 0 0 to O W E U .n N -0^1 W " O ^O' A a�a O ^� ♦ V Y..f.. a Z Z W J Io O r W J k. v m rat ' U y LI??1 lJ a) m /f .1� J (1Z LU Cn L (D �J Z C0 0 L/ CL O U O Len A U ICU m Q CL lasses— O L ICU W W z J z Q J Q_ SHEET NO, PA 1.1 i Cn Ca .�► > U O Simpson Strop Tie 2020 FBC Approved Products p g- pp Updated 1213W020 Simpson Strop Tie 2020 FBC Approved Products p g- pp Updated 12l30J2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated,2raorm20 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12130I2020 N C:)-C O MMFor direct inks to all SST approvals flared below, CLICK HERE For direct ImRs to all SST approvals listed below. CLICK HERE. Fordirect InKS to all SST approvals isred below; CLICK HERE Fordirect inks to all SST approvals listed below, CLICK HERE W CU A I•y For additional Information regarding Florida's Statewide Product Approval System and Marra -Dade County Notice of Acceptance (NOA), CLICK HERE + For additional Information regarding Florida's Statewide Product Approval System and Marrit-Dade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewde Product Approval System and Manti-Dade County Notice of Acceptance (NOA). CLICK HER For additional Information regarding Florida's Statewide Product Approval System and Marru-Cade County Notice of Acceptance (11,10A). CLICK HERE. �/ F1.402355-117 FL#10446-116 FL#10456-R3 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-5/8" to 3- ". = =3U 9,116" and heights ranging from 4-5116" to 11 Concealed flange pia # Product Model. Number or Name Product Description Sec # Product Model. Number or Name Product Doscrlutlon Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equaliD or 0 -L 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ET, BTB, BTH Brick Ties greater than 3-9116". 0 2 APA21, APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in vwdths ranging from 1-718" to 3- 0- 3 APB44. APB44R, APVB66, AP666R, APBS8, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-114" to 16". Q FL#9588 R6 APVB44R, APV866, APV886R, APV888, APVB88R, APV61090, APV81090R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25SDS Face -mount hangers ((_ 0 }1` _ 4- (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU28, LU28, LU210 Face -mount hangers M Q Lac # Product Model. Number ar Name Product DescrWon APVDJT2R-9 6 DSP, SSP, TSP S bud to Plate be 15 LUC26Z, LUC21 OZ Face -mount hangers - -0 E1 0 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO. H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- CD " N 2 SD9112, SD9212, SDI0112, S010212 Strong -Drive SD Connector Screw 6 APL4, APLS, APT4, APTB, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder 5!8"and heights ranging from 3" 010 15116 (n Q CU 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH25, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SUS, MGU7.00-SDS Face -mount hangers C (o 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Tim ber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5. HSS2.2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 M U series hangers Face -mount hangers available in mdths ranging from 1-9116" N 5- _Q -� '+^+ V) Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTO Straight Straps 118" and heights ranging from 6-1&16" to 19-11T. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCR271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR. SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9il6" to 3-9116" and heights ranging from 3-1116'to 13-314". 7 SDS2511Z SOS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC41 FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255WI SDS25800, SDS258M 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed, LV 8 SDS25112SS, SDS252OOSS, SDS25212SS, SOS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTBW Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strang -Drive SDWF Floor -to -Floor Screw, 16 H2A, H25T, H8, H10A-2, H1 OS, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS1B, LTS20 LightTwstStrap Wand heights ranging from 2.5/8" to 11.114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4; HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA.36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Leo # Product Model. Number or Name Product Dascrption 21 LCE4 Post Cap 23 MSTC48B3, MSTC86133 Pre -Bent Straps Sea X Product Model. Number or Name Product Description 1 ATR318, ATR19$ ATR5f8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skeevable Angles 24 MST126, MSTI36, MSTI48, MSTIOO, MSTI72 Straight Straps 1 BA series hangers Top flange hangars available in widths ranging from 14)116 to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 11B" and heights ranging from 7-1/8"to 30'. 3 BP318-2, BP112, BP112-3, SP5/8-2, BP518-3: BP314, BM/4-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2xt 0-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW1f2, CNW518, CNW314, CNW518-1/2, CNW314-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SopeableiSkewable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-114"to 24", 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1 f2" to 3- CTUD98, CTUD99 27 ML23Z, ML242, M1_28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5f8" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP12 SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3I4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratchefing Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 5/8" and heights ranging from 9-IX'to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU28-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139. MMLU1311 Face -Mount Hangers 32 SS1.5, SS2 5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122,. ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/3" and heights ranging from 11"to 32-1/7'. 1D URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T620, T827, TB30, T636, TB42, TB48, TB54, TB56, TB60 Tension Bridging 6 EGQ. series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1I2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 37'. 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedamn 7 GLS series hangers Saddle hangers available in Wclths ranging from 3-114" to 8-716" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 TnAs Jack Clips 37 W8106, W81013C, W8126, WB126C, WB143C Wall Bracing and heights ranging from 8-V2" to 28". 38 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HS series hangers Top flange hangers available in widths ranging from 1.9i16" to 7- FL#10447-R5 112" and heights ranging from 8" to 33' Sea X Product Model. Number or Name product Description Seas Product Model. Number or Name Product Descrfotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-716' 1 DTT2 Hold-down See # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, C13H2.37x9.75 Concealed hangers and heights ranging from 10-112" to 21T'. 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and tap -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-11,V to 8- 3 HDO8, HHDQI I, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 3-9/16" and heights 718" and heights ranging from 7-1PZ'to 37'. 4 HDU2, HDU4, HDU5, HOU8, HDU11, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.118" to 23-15116". •"` 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62•SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS, HGU9,00-SD6 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from '6518" to 7- 9/16" and heights ranging from 18" to 26'. 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-716". 14 HUSTF seneshangem Top flangejoist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU1210. LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7,00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9116" and heights ranging from5-318" to 13-1/8", 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 6 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1 -9116" to 5- 11 STHD10, STHDI0RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUS48, HHLJS410, HHUS5.50110, Face -mount hangers 1l2" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 1D TC24, TC26, TC28 Truss Clip HHUS7.25110 version (HUCTF) available for all models having width equal to or 0 C)t 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skavved face -mount hangers available in widths ranging from 3- greater than 2-9l16". h C THAC422; THA426, THA422-2, THA426-2 11B" to 5-IJ8" and heights ranging from 4-314" to 15-3f4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAI1,81122, THAl2.06122, THAl2.1122, THAI222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized tot I -Joists Concealed Range version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3l6" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- cc 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26.. HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.3t&'to 32'. ® 15 THJM2-4-SDS3, THJM2-5SD93, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116 0 3- CL_ i i _C 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-114"- Concealed flange 518" and heights ranging from 9-118" to 16' LU 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116" and heights i 18 VTCR Valley Truss Clip greater then 2-9/16" ranging from 5.3/8"to7.114" u 10 HUCC 1.8119-SDS, HUC01.81111-SDS, HUCO210-2SDS, HUCQ210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUC0410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUCQ5.25111-SDS, HUCQ610- ranging from 9-3/16"to 13-1l8" _y SDS, HUCQ612-SDS C: LL _- V_ C tr) J) a 0 0 LL O di Simpson Strong -Tie 2020 FBC Approved Products Updated 12rIM020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213a2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 CmFor direct Inks to all SST approvals Wed below, CLICK HERE. For direct inks to all saT approvals listed below, CLICK HERE. For direct inks to all SST approvals fisted below, CLICK HERE. For direct inks to all SST approvals fisted below, CLICK HERE. For additional information regarding Florida's Statewide Product Approve! System and Marti-Dede County Nye of Acceptance (140A), CLICK HERE. - For additional information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice of Acceptance (NCA). CLICK H ERE. . For additional information regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance (NOA), cn nruc H Fp F. " For additional information regarding Fladda's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11 -R5 18 SA BV1.56, SILBV1.81: &ILBV2.06, S/LBV227, SILBV2.55, SILBV2.68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-118". SILBV3.56, SILBV3.62, SILBV4.06; SILBV4.12, SILBV4.28, SILBV4.75, SILBV5.50 6 Strong -Bole 2 (ST132, STB2.4SS, STB2.6SS) Strong -Soft 2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights 599s Product Model. Number or Name Product Description 19 S1LTT20, SIDTT2Z. SfHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-31"16" to 13-118". 1 HHUS21", HHUS210-4 Joist Hanger 20 SfMST60, SlMST72 Straps 118 mil (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Than HD Heavy Duty Screw Anchor for concrete and masonry 23 LE03, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 5- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Tias avabble with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP; TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2'. 5 THG02-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, TH050934RC) Than HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116 05- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Tlten HO Threaded Rod Hanger (f HDB25158RH, THDB37158RH, THD37212RH. Titan HD Threaded Rod Hangerfor concrete 118" and heights ranging from 9-114"to 24" TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9i16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118" FL#11473-115 FL#13904-R5 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in vMdths ranging from 1-9/16 0 7- Sec fl Product Model. Numt>Br or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-RB 118" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQrM 62-SDSHOG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82SIDSG, CCTQM5.50-SDSG, CCCQM3 82-SDSG, CCCQM4.62-SDSG, Seo # Product Model. Numbar or Name Product Description 3 H16, HISS. H16-2, H16.2S Hurricane Tie CCCQM5S0-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLAH0060-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAI20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44. ABA44R, ABA46, ABA46R, ASA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ASU46R. ABU5.5, ABU54 ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3, LGUM26.4, LGUM28.2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Trion HD (THD-H4SS, THD-H6SS, THD-CSBSS) Then HD Heavy -Duty Screw Anchor for concrete available in 3041 ABU88R, ABU1010, ABU7010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ. ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AC@, AC8R, ACES Adjustable Post Base Post Ca 10 11 META12, META16, META18, META20, META24, META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.56(7.25, MBHA3.561925, MSHA3.56111.25, MBHA3.56111.88, MBHA3.56114, MBHA3.56116, MBHA3.56)18, MEHA5.60f1,25, Masonry Top Flange Beam Hangers 7 Titan Turbo countersunk head. 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-24 BCS2-316 P Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twat Strap for Masonry MBHA5.5019.25, MBHA5.50/1125, MBHA5.50111.88, MBHA5.50114, MSHA5.50116, (TNT) Than Turbo Screw Anchor for concrete or masonry 6 C644, C646, CB48; CB66, CB68 Embedded Column Base MBHA5.50118 ICU 7 CB5044-SDS2, CBSQ46-SDS2. CBSQ66-SDS2, CBSQ86-SD52, CBSQ88-5052 Embedded Column Base 6 MBHU3.5619.25, MBHU3.56111,25, MBHU3.56111.88, MBHU3.56114, MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-114" to 9.112" and FL#11496-RS MBHU3.56118, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.50111.88, MBHU5.50/14, > W2 ranging from 3.518" to 7-IJ2" MBHU5.50/16, MBHU5.50118 secs Protluct Model. Number or Norma Product Description co O 9 CCQSDS2.5; ECCQSDS2.5 Series Screwed column caps with W1 ranging from 3-1f4" to 9.1iZ' and §gU Product Model. Number or Name Product Description 1 X34B1016- X1S1016, X1 B1018.4 XQ1S1016, XQ1 B10164K K K #10-16 Strop -Drive XMetal Self-Drillin Ta 9 9, PPing Screws with Oki L� W2 ranging from 3.518" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, H019 Bolted Holdowns Bolted FL#13975-R6 2 XLQ1I4T1224, XLQ 1 14BI 224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping >CL 0- 11 EPB44A, EP844, EP846, EPBe6 Embedded Post Base 3 HD3B. H058, HD78, HD96 Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EP84Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sect # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O < 13 L.CB44, LCBM Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SOW2230Q SUW22338, SDW22438, SOW22458, SDW22600, SDW22600, SOW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #6 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22SU 4 X0114$1224, XQ114B1224-Z5K X1I4S1224, X0112S1224, XQ11261224-2K #12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #5 L 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point V 16 PB44, PB44R, PM, PB68, PBe6R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH1940006, SDWH196WDB, SDWH1980ODB, SOWH191000DB Strong -Drive SDWH TIMBER-HEXScrew 6 XU34S1016, XU3481016-51K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBSOB Embedded Post Base Sec # Product Model. Number Name Product Description 4 SDWH274OOG, SDWH275003. SDWH27800G, SDW14271ODDG, SOWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV1 O Round Post Base or 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SDWS FRAMING Screw 19 PC44-16: PC46-16, PC48-16- PC64-16, PC56-16, ERC44-16, EPC48-18, EPC48-16, Post Cap 1 SB518x 24, SB718x24, S81 x30 SB Anchor Bolts 6 SDWS196CO, SOW519712, SOWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SDWS TIMBER Screw (Interior Grade) lO EPC64-16, EPCB6-16 2 SSTB16, SST620, SSTS24, SSTB28, SSTB34, SST836, SST8I6L, SST82OL, SST824L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100; SDWS221200, SDWS221500 FL#35320-RO L 20 PC4Z, PC41RZ, PCSZ, PCBRZ, PC8Z, PC8RZ: EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300DB: SDWS2240008; SDW52250OD8, SOWSM6000B, SOWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) n EPCBRZ SDWS221ODODB Sec # Product Model. Number or Name Product Description L••/� 21 PPB44-4Z, PPB44-OZ Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5 DSSCB46, DSSC048, DSHS Bypass Framing Drift Strut Connector A 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS2740OSS, SDWS2750OSS, SDWS276006S, SDWS27800SS, Strang -Drove SDWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB4T5 FCB49.5, FC6411.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS2712008S 3 FPHSD34S1018, FPHSD34B1018, FPHSD34B1016-5K. FPHSD34S1214, #10-18 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- v, Sag x Product Model Numberor Name Product Description 10 SDWV13400 Strong-Dr"SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#t0866-R5 1 CMST12, CMST14, CMSTC16, CS14, CS16, CS16; CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hey: -Head Washer 4 LSFC2.25, LSF04.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRS6; HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI25, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25. MSSC225, MSSC4.25, MSSC6.25, Slael Stud Connectors sec # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48. MSTI60, MSTI72, S1MST27, SIMST37, SIMLST4B HTS16, HTS2Q HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15363-143 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCS47.5, SCB49.5, SCB411.5, MSCB45.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH46.8, GH46-8, GH48-6, GH4848 GH410-6. GH410-8, GH66-6, GHWIS, GH68-6, GH68- 8, GH610-6, GH610-8 Girder Hanger 5 6 t.STA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 LSUBH3.25, SUBH3.25, MSUBH3.25 Straps 33 mil (20 ga) Bridging Connector Secs 1 Product Model. Number or Name AS 18, AS 18S5, AS 18SO Product Description 18 ga. Truss Plates 8 9 SCS32-5197, SCS62-5197, SCS62-57118, SCS82-51118 SCW3.25, SCW5.5 Bypass Framing Connector Head -of -Wall Slide -Clip Connector 4 GLB6A, GLB5B, GLB5C, GLB5D, G1_B7A, GL87B, GLB7C, GLB70 Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBTSI2, 081T612, GLBT516, GBLT616, GLBTS20, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (IS ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Seh-Drilling, Tapping O ICU 7 HGT-2, HGT-3, HOT-4 Heavy Girder T edovm 10 MSTC68: MSTC78, ST6236 Straps 68 mil (14 ga) Screws LJJ 8 UFPIO-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, X01 B1016-4K, X0181214, X0181214-3.SK, X07851224, X07681224-3K, #10-16: #12-14, and #12-24 Strong -Drive X Metal Seif-Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB1,56 SI61 81 SI62 06, SIB2.37, 562.56, SIB2.68, SIB3.12, SB3.56, SIB3.62, S184.06, Top Flange Joist Hangers FL#15730-R4 XQ1I4S1224, XQ114DI224-2.5K, XQI12SI224, XQ112Bt224-2K, X34BI016-5K; Tapping Screws a S1B4.12 SIB428 S16475,SIB5.50 X1S1D16,X161016-4K.XlS1214,X1B1214-3.5K 13 SIBA2.1218 SlBA2 12MO, S1BA2.12112, SJBA2,12/14, SIBA4.18/8, SBA4.18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SIBA418/12, SIBA4,18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDP$, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 SJHD8S, S-1-I08Q SMD10S, SMD10B, SIHDISS, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S1HDU4, S/HDU6, SMDU9, S1HDU11 Holdowns PDRAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S?JCT, SHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. PA 1.2 N MIAMP �-�f�YL+.�i i. �' PGT Indnstr i". Int'.. PGT Industries, Inc. to C0 U Sr• • PRODUCTCONTROL SECTION L ccL PGT Industries, Inc, N O O i it 05 SW26 Street Roam 203 NOTICE. OF, ACCEPTANCE: EXIDENCE SUBMITTED NOTICE OF ACCEPTAINCE: E17IDENCE SUBMITTED � = M -0 0— DEPARTMENT OF REGUIATORY A ll ECON01611C $.ESOURCES Qt=) Mmcm, FW66 33175-2474 Q_�"AMCODEAD T$A�TIONDIVISI N T(7ffi6)315-'�5% F(M*315-2349 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED'— D. QUALITY ASStIL4, iC:E � a)CU . C -4— }' NOTICE TICE OF ACCEPT-4- CE (-NOA) nra7r_nmmidaat_t.s.ecanao2� 1. Evidence siilimittted under rerioas'V+t3A P A. DRA Gactsuirei's B. (continued) L Mimi DadeDepartment ofRegulatory and Economic Rees (RER). � � - � '� U M FGT Itntstries, Inc. 1070 Techn fty Dliti r, f die drawings and sections. Tes# rept a 1 Air Eamon Test, per FBC. TAS 202-94 0 = 0O North Venice, FL 3427t5 (Submitted under �A OA Ma 11-01 bZ t ) 2) Uniform. Static Air P� Test, per FBC, TAS 202-94 E. MATERIAL CERTII`TTCATTON S lO S con. 2_ Drawing No. MD-5570.0, titled `Vinyl Sliding Glass Door NOA aW% streets 1 3) Water R.esistawe Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.15-0528.14 issued to Vi�sioii E_vrusion Limited for tht'itr = 0 � 4- TinisNOA is besn issued under the cable Mes andre tuns i the use of cm utractionmater� The through 21 of 212 prepared. by manufactures, dated 100545, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94 -White Rigid PVC Exterior E r usions for Windows and Doors-. dated 09-13115, n a) ' documentation sum has beenr v eewed and accepted b Miam It 2 -Product-Comsat ectiouto 13, sigma agtl sealed by A_ Lynn Mi - P.E. S� Cyclic Wind Pl t e Loadingper FBC.,TAS 203-94 expiring on (1p 3€! 19. CL be used inami'Dade County allmedbyiheAuth©rityHavingJurisdiction(AHJ)_ M3 6)Foxed Entry Test, perFBC, TAS 202-94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extn Limited fortheir -17E US .0 co 0 ,� Q This.NOA shaltnotbe valid after the expiration datiestatedbeltauv_The Miami Dade CountyProduct Control Secacm B. TESTS along with marked -up drawings and installation diagram ofvinyl diding glass door, prepared 1000 Tan. 202 and lighter Shades (Non -White) end PVC Exterior Extrusions for �- � .� Cn Q (In Amami Dade County) asid'orthe AIIJ (in areas other thanMiami Dade County) res erg a the right to have this 1- Test re m on 1) Uniforin Static Air Pressure Test, per FBC, TAS 292-44 by Fe tration Testing Lab- Inc- Test Report No_ FTL 8_- W, dated 11,,Vdg5, signed amci tin mtdows and Doors"dated 12rOSr'1+6. expiring on 12;�?9121_ product or makmal tested for quality assurawepuiposes_ Ifthm prods or ruaterialfails to perforinin the accepted 2) Large Missile Impact Test per FBC, TAS 201-94 sealed by Itialtuis Ortega, P. E. ('felt resort on 121(14115 and 0211111b) 3_ Notice of Acceptance No.15-0528.15 issued to'`ision E>xinision Limited fit`their niannet;, the manitifsct rev will incurthe expense of such testing andthe AH7mwy isnandiately rev oke, modify, or 3) Cyclic Wind Pie Loadingper FBC, TAS 20344 6. Test report on 1) Air Inffiltratios Test, per FBC, TAS 202-94 "Brawn Coated (Painted or Laminated) Whke Rigid PVC Extet-ior Extrusions for suspend the use of such product or inatierial within 1.eir jurisdiction. REER. reserves the right to revoke this - along with m�ik�ed draw" u13d installation din of -� vinyl glass door, � '� 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 Windows; and Doors", dated 08113i'15. expiring an 09130119t. aceept�tice; if � is detei'�uned by CountyProduct Control Section mat this prod€�ct or m�rial fails to b Fenestration Test" Lab, Inc., Test No_ FTL 87173 y Testing report dated 12rt07r15, signed and 3 WaterR tai.oe Test, FBC, TAS 202 94. } per 4_ Notice of Acceptance No_ 1"712.02 issued toENERGIFeuestration Solutions USA, meet the requirments of the applicable, buMwg code-. This product is approved as described herein and has been designed to comply whir the Flon& Building Code, - seated by Idabnis Ortega, P_ E. (`rest report revised -on OA15+16 and 0212446) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "T MN+t 3010 and Lighter Shades on -White) Rigid PVC Exterior including the high Vela * Hurricane, Zone. 2, Test report on 1) Air Infiltration. Test, per FBC. TAS 202-94 5) Cyclic Wind Press = Loadingper FBC, TAS 203-94 Extrusions for "P4 endears and Doors dated 09i15116. eking on Q'? 04/21. DESCRIP1I01�: Series ��74i2 77#t» Vinyl Glass Dean• (Reinforced) w-Cvso qtN° & I3.:$ careers-L. ?) Uniforw Stag Air Presses Test, per FBC, TAS 202-94 _ '2Cr2-'94- with marked, and installation d of 1 lass door, P d� � v''�'' 8 prepared 5_ Notice of Acceptance No_ 1"712.04 issued to ENERGI Fenestration Solutions USA, _ _ u APPRfl� ALatiCL'�iE:s-T:I)rag�to_-�57tt.i! B,e�-B•,t�e�d �a�l slu3nsgGlasslNCtA{I..IvT) 3) Elates Resistance Test, per FBC, TAS by F Testing Lab, Inc., Test report No_ FTL 8552, dated 11OV15, signed and Inc- for their `Bronze and Lighter Shades of Cap Coated Rigid P�t� C Exterior , 1 through21 of21, r ared dated 10.10515 last revised on O'r2/01t21. signed and sealed by p `I' 4 e IRdis�eT�.,�,.,�..Test FBC, TAS ?01-94 ) � t sealed by Ida�s Ortega, P. E_ (Test report revised on 02115,2016) Extrusions for Windows and Doors" dated 09115116, expiring on 04a16t20. ♦ A_ Lyffi Arliller, P.E.. bearing lire ?ti-I3atte Crsimtyi�ire�duet+Gontrc�l P�e��si�sfl star rovitlr #Lte Notice of 5) Cyclic Wind Pressure Loading per FBC, TAS 203M 'Y�St, 7_ Test repot our. 1) Unfoma Static Air Pressure Test_ per FBC, TAS 202-94 6. Notice ofAcceptance No.16-0712.03 issued to ENERCI Fenestration Solutions USA, Acceptance number and expiration,gate by thei-I1ode y Prvciact Control Secizssa. Fes. FBC, TAS 202-94 2) 2) LaMssstle Impact Test per FBC, TAS 201-94 Inc. for their" "Ike Rigid PVC' Exterior- Ertm rvsrons for Windows and Doors" dated _ . 'MISSILE IMPACT RATLYG: La and SmaallNk file, act Re uc all wry tlsat�'" and irt5ta0ati� d" oft 1 Slidingfir, � 3) Cyclic Wind Prue Loading FBC. TAS 203-94 08AW7, on ti22811.8. by Fenestration Testing Lab, Test Report No_ FTL 954ti_ dated 11YWIS, Signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, pared 7. Test rrports No(s). 10-W,79 A), 10-06-M0527- 535753-09, per ASTME--84. Lindtations: 1 See table 1 (sheet7) and table 2 (sheet A forapplicable SfGD unit sizes; design press, reinforcements t}'ps:, sealed by Id 1is Ortega., P_ E. (.Test report revised. on 01r0446 and 02A1 2015) by Fenestration Testing Lair. Inc., Test lit No. FTL 6638 (files A-1 thnl A--"-), dated ASTUD 1929 and ASTIvID-635, issued by EXt7►'4TA to Vision Extrusion for cellulosic _ glass types., sillriser(see tables B-t & B-2 s'heets 7-8) and.ancharlayoat streets - in i l tlizu 16_ 3, Test on. 1 Air Infiltration Test, FBC, TAS 202-94 ) P� r 11ti9110, signed and Sealed by A_ Cauca: P. E. (Subntrt�d rrnd�.A�.4 eier.11- composite imatt�iial. 2. Rigid white FVC Tan (Non -white) mid PVC andBrowa coated (Paused or larn t* white Rigid PVC' m be per TAS 2�?2�4 Static Air Pressure p r 3) i?IQ7. t?4j (3ublrtipttt� under ��►'(?.4.'1 o. 11-f111�7: ) 1st�elesip,errefere.ncsedi�F�?�1.'sr � BC,' 20-1- 3) Water Resistance Test- per FBC, TAS 202-94 Water R 8 Test on 1 Air Infiltration Test, FBC, TAS 2f}? 94 � ) p� S. Notice ofAc once No_ 14-09916.11 issued to Rlrrara America., Inc. for their y 3. Egress operable doors snag crywith in= tear width or height perFBC regn cement, as Viable. 4) Large MissileImpact Test per FBC, TAS 701 2) Uniforin Static Air Pressure Test, per FBC, TAS 202-94 "Seer yGlast- (Clear and White) Interla,. er", expiring on 07/04/18. 4. Pocket walls under separatte approval, to be rev evvedby Building official 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 3) Water Resistance Test, per FBC, TAS 20294. 9_ Notice ofAcceptance No.lh-1117.01 issued to Kurardy Anlerica, Inc_ for their LABELING: Each unit shall bear a permanent label with the mamifictureesna or loge+, city. state and series and 6) Forced Entry Test, per FBC, TAS 202-SA 4) Lame Missile InVact Test per FBC, TAS 201-94 ' Trosifolll,t3trarlear. Clear and Color i'VB L1terlayers7, expiring an 07/08,19. following stag Wianit-Dade County Product Control Approved-- noted herein- alb withmadwd-ter drawings and installatm diagram ofvuryi sliding glass door: prep 5) Cychc Wind Pressure Loadingper FBC, TAS 203-94 RENEWAL of thisNOA shall be emsidered aft a renewal apphcattiou has been filed and there has bee rind by Fenestration Testing Lab, Inc, Test Report l�o_ FiZ. 8547, tinted 1 �34115, signed and 6) Forced Entry'' Test. per FBC, TAS 202-94 F. STATE-ARNTS in flee ableb code the afI'ec tine eofthis change � � � l� Pro"- sealed by Idalmis Ortega, P. E. (rest revised on 02/15rl6) with draw" and installations d- of 1 slid" door, along -+� diagram v'm3'' € � 1_ Statement letter ofconffornlance wi�thFBC-5 1Edit�n 01.1 .and FBC-I�Edition ) T�ATIONofthisNOAwitioccurafter ex icon date or if ahasbeeusrevmionor in the 4. Test report an 1) Air -Infiltration Test, per FBC_ TAS 242-94 b Fenestration Test" Lab, Inc -Test R No_FTL 633i ,k 1 thru A-5 dates y l (�- " )- 01 issued b manUfa� dated 08/14117, & sealed L Mom, P.E_ °7 Y� matecials, use, andform�e of the productorprocess_ suw of this NOA as anendo endorsement of any prodam 2) P� Uniform. FBC, T1'15�0.-34 ,t , � � 121 6t`10, � arid. sealed by Jorge A. Canso, P. E. (Submitted under IN10A �'o.11- 2_ Statement Metter of no mat interest, dated W I &17, issued by rmaiwfactt�, signed01 for sales, advertising or any odwpugxY shall automaticallyte to this NOA. Failure to comply with any � 3) Water Resistance Tt�t, per FBC, TAS ..0..-94 0107.09) sealed by Lynn Mdtm P_E. section of this NOA shalibe emw for tiermundmandremovaloMA. 4) Large Nhmk Impad Test per FBC, TAS 201-94 1 Lettezof lab com phance, part of the above test rrports. ADVERTISEMENT: Tine NOAanmber preceded b the words 2 tni-Dade C avd followed b the 1 y Yy }) Cyclic Wiz Pres=e Loading per FBA', TAS 203-t34 - C. CALCULATIONS 4. RER. Test Igo.17-0387, dated 05AD511'7`, I � d by C a P_E_ s expiratirnidate maybe displayed inadvwtisingliteratitre.IfanyporisonoftheNOAisdisplayed, then itshall be 6)ForcedEntryTest,perFBC,TAS202A4 i_ Ant-horverificatitiitalcal tionsand co7 mplying v4 H11 Fsealed done is its entirety_ along with �-up drawings and installation diagram of vinyl sliding glass door, prepared 2: pr> ed by POT_ dated 12 09, i Sand last suns ed on tl �t l 511 t5, and sealed #y y G. OTH'EI+L Ct cv L� SPEC°litiN: A co ofthis entireNC1A 31 be row ui their b ma>iufatxu> er or its di.tzibtitors and P Y� by Fenestration Testing Lab, hie., Test Report No. FTL W%Ul dated ID04t15, signed and AnthtanyLll+filler,P.E. (Subtrr#tied urrdtra"��+�iE��a 1512'1t�.tll), 1. Notice of No. I5-1210.01, to PGT Industries, for their Series �, c� � , ) shallbe available fbr ksper w at the job site at the request of theBuiiding Official. sealed Idalmis Ortega, P. E_ (rest revised ten 01,04116 and 0211111 (T 2. Glazing c� with ASTMS-1300-09_ 557I112770 Vinyl Sliding Glass Door (Reinforced) - L.�i3.", 14 on 04� 14r? 1_ 00 This NOA revises & re nevus NO A rH-0429.05 and consists ofilsispage 1 and evitlencepales E-1, E­2, E-3, E-4, � r t� � � � � fi r � j 4 t wA � � : 1.'. � + f,,.ls o E-5 & E_d as well as approval document mentiatittd abate. I, Clamb, P.E. IshaqI. Chanda, P.E. _ � � � 1 � � Islay 1. C'haada, PZ:. The subruittecl documenution, was reviewed b Ishaq L Chanda, P.E.Ishaq ' Product Control Unit Supervisor Ferri Super -riser Product Caatral resit S sir Product Control Unit Snptrvis�r Cn IN-01A NO, 2I-0.196.03 NOA.No. 2I-0206.03 NO& ?-a. Ii-8205.03 NOA .Xo. 21-0265.03 C€�u Expiration Date. Npril 14, 2025 Expiration Date- %pri[ 14, 2026 Approval Date: titarch 25, 2021 Expiration Irate; ,apt it I4, 826 Approval Date? March 26, 2021 Expiration irate. aipril lit, _026 ApprovalDate: Alarch 26, n.Yt Appracal D94.11arch 25, 2421 2021 Page 1 E -1 E -2 M _— F v Q O O > 0- tit PGTIndusttrfes. Inc. CGI windows and Doors, Inc:. PGT Indnsiries, Inc. NOTICE OF ACCEPTANCE: ENTDENCE Si.TBIMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPT NI CT±: EVIUE.niCE SI=B3dII TED 2. Evidence Submitted under previous submittal E. MATERIAL CER1MC ATIONS New Evidence Submitted -5. Quanex Part Sillier Spacer Standh�ecomplying with ASIM C518 Thermal. Conductivity3. A. DRAWI fG5 0_881 BTU-ini lr. -ftr-`F, ASIM F 1249 W% Pass, ASIM D3985 C ygen-Fass, ASTM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rey- B, titled "Vinyl Sliding Glass Doerr NOA ". sheets 2190 I.G_ Durability -No Fog -Pasta. (Su5nthYe 7' under preiivus X0 4 A o.154409. 05) 1. Ural No. AED-5570.0 Rev B, titled "Vinyl 'Sliding Mass Door NOA (LAB)", sheens 1 I through 21 of 21, -prepared bymaanlfacturer_ dated I0005d5 and lash rtevised on through 21 of 21, prepared by mandatvtuter, dated 10,05/15 and last revised on 02101,E 1, 0412'?,20, signed and sealed by A- Lynn Miller, PE. 6. Quanex Part Dura c DWly* with ASTM C518 Tbru rat Conductivity 2.22 BTU -it signed sealed by A_ Lynn Miller, P.E. hr. fF-°F, ASTM F 12.49 AVIR Pass, ASTM D 1434 Argon P Patss, ASTM E Note: This revision consists regret of same mairig installation screw with flat head_ L� B. TESTS 2199 I.G_ Durability -No Fo& ASIM E 546 Dery Point Dcvelopment -20 F in 48 hrs- L Test reports on: l) Air Infiltration. Test, per FBC, TAS 202-94 (Sub,Ydi d under AWA No. 15-04 .05). 2) Umfom. Static Air Pry Test, Loadingper FBC, TAS 202-94 7_ Vision Extruisioils, Ltd" Parts complying with PVC-AAMA 303-13, Vo ary Spec cation B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 fog -Rigid Polymmyl Chloride (PVC) E�or Profiles for Vision. FYty, s Ltd. VEX-1 by 1. None- 4) Large Missile Impact Test per FBC, TAS 20I-94 AAMA FesestrAtm Exterior Profile Certification Program" (Submimd under NO-4 Xo 15- C. C ALCI.TLATIO S 5) Cyclic Wince Pees a Loadingper FBC, TAS 203-94 04019.05) 1_ Norte_ E along with mardle—W drawers and installation diagram. ofall PGT Indies. Inc_ 8. Vision msionrs, Ltd. Parts complying with PVC-AANML 303-1.3_ _ representative units listed below and tested to qualify Dowsil 791;and Dowsil 993 silicones. (Subvitied under 7aTOA No. 1✓ 04#9 05) N N prepared by Fenestration Testing LaboratoM Inc., Test Reports No_: 9_ PVC-AAMA 303-13, Voltlritary S for Rigid Polyvinyl Chloride (PVC) Exterior D. QUA.LITY ASSITRkNCE FTL-78'97, PGT PW5520 PVC Fred Window (unit fr in proposal), dated 09!03114 Profiles for Vision Extiusiens, Ltd_ VEX-2 by AAMA Fenestration Exterior Profile 1. Mari -Dade D epart rent of Regulatory and Esc Resources cues (RER)_ � � FTL-20-2107.1, PGT SGD780 Ahimituim Sliding Glass Door (unit 7 in proposal) FTL-20- Certif cation Programs 2107.2, PGT C 4740 Alam OatswingCasement Window (aunt S in proposal) FTL 20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration S;ohltion, USA, Inc. for E. A ATERLAL CERTIFICATIONS. M '107.3, PGT PW7620A A uminuin Fixed Window (unit 9 in mil) and FTL-20-2107.4. their "ran 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No.19-0305.02 Wawd to Kuraray America, Inc. fortheir PGT PW7620A Aluminurn Fixed Window (unit 10 in proposal) bated 07113120. all signed Windows and Doors", Wiring on 02 ~11. "Tro"t Ultracl€ar, Clear, and Color P'6B Glass Intaerlaye&s expming ou 07;1081?4_ � 0 and sealed by Idalnlis Ortega, P.E_ 11_ Notice of Acceptance No_ I8-0122.02 issued to Energi Fenestration Solution, USA, Inc- for 2_ Notice of Acceptance No.17-080&02 issued to Kuraray Aga, Inc. for their � i Q their series-3'hftie Rigid PVC Exterior Extrusions for Windom and Doors", Wiring our. "SenftTGla (Clear and `bite) Gins Interim ers7- expuimg on 07AX1213_ 'Extrusions C. CALCULATIONS 0 K3. 3- ;titotice. ofAcceptanm No.19-1106.10 issued to VisionLimited for dkeir `Brown O Q 1. Anchor vesifmauon calculations and structural analysis, comp 711 12. Notice of Acceptance No- 20-0203.03 � to Energi Fenestration Solution, USA., Inc. for Coated (Painted or Lamin ted) Why Rigid PVC.Exterior Extrusions Extrons for Windows Edition (20201 dated 04/220-0, prepared by mamifactuter= sighed. and sealed by their "Bronze & light shade cap coated White Rtid PVC Exterior Extrusions for and Doors", expiring on 09130124. Anthony P.E_ es Windows and Doors", expiring on 04/16a'25. -l_ Notcct' ofAcceptanm No.18-1106.11 issued to Vision Evttlsions Limited for their shies wir, 2. Glazing comma with :4 T'4iE1300-04, , -12 and -IG. complies "VE 1000 Tan 202 and lighter shades (Kon—i'tt'hitae) Rai Cellular PVC Exterior -0 D. Q' I AI -Mr ASSURANCE F. STATEAIENTS Eumsions for'%Iudows and Doors". expiring an 1129,21. � 0 Miami -Dade Department of Rqmb' and Economic ) 1. Statement letter of conformin to FBC 7$ Edition (2020), darted 04,2D20, issiwd by L CL manufxturu. signed and sealed by Anthony Lynn Miller, P.E. F. STATESIEN S. < E. MATERIAL. CERTIFICATIONS 2. Statement letter of no financial interest and of independent. issued by manufacturff, dated 1_ Statement letter of conformance to FBC 716 Edition (2020), dated 02i3L'21, issued by (D 1_ Notice of Acceptawe No.19-{I130.5.02 issued to Kuraraar Arnerica. Inc. fortheir 04/18120. signed and sealed. by Anthony Lynn Afiller P_E. awn acturer, signed and staled by llnthonyLyim Milker P_E_ C/) "TrosifoW Uh aclear, Clear, and Color P'iB Glass Interlayers'. expiring on 3. Private Labeling Aft document between PGT dated 03;3Qi15 and sighed by all 2_ Private Labeling Aft dated 010&121 betwrem PGT Indllstnes- Inc. and CGI 07i'08124_ itivotved patties Windows and Doors Inc., signed by Dean M. Ruadr, P.E.. V.P. Engineering. on behalf of U m 2_ Notice of Acceptance No.17-080&02 issued toKuraray America. Inc. fortheir "Sea ". both companies. Q GlaA (C: Ir and Vkl*e) Glass Interlar t eq*ing on 07 F0-3. G. OTHElI:S 3. Notice of Acceptance No_ 18-Ililfp.lO issued to Vision, Extradons Limited for their "Brown 1. This NOA revises N0A# Ia-042i06(PVT w1CGI) and updates toFBC2020 Edition), G. OTHERS ~ CoatedPainted or Laminated) Rime RigidPVC Exterior Extrusions Wiring0421i21_ 1- This NOA reprises .Sr .renews NO.A# 20-0429.05 (PLA w1CGI), expiring 04114/26. V for Windows and Doors". expiring on 09130r24. 2. RER Tes3 proposals #19-1155 dated0111C1,i? approved by IsliagI_ Chda P E,expiring ?. current associated PLA CGI fine #21=42D5.it1, Wiring(Y4lih1�lfr. O CU A. Notice of Acceptance No. i8-llil�6.11 issued to Vision Extrusions Limited. for their 0444121. sty "'ice 1000 Tarn 202 and lighter shades (Nuin-1[ ) Rigid Cellular PVC 1 � L� � U1. Exterior Extrusions forR"rndows and Doors', expiringon 121'29,42L # (D hhaq I..Ckanda, P.E. Ishaq I. CLaada, F.E. Z Ishaq I. Chanda, P.E. Product Control Unh Supervisor Product Caotrol Unit 5upersisor Z Product Control Unit Supervisor !UA No. 21-0205.03 NOA N.a. 21-0205.03 < Novi No. 21-0205.03 Expiradea Date. April 14,2026 Expiration Date: April 14,204-6 J ' , E:xpiratsou Date- April 14, 20.6 e Approval Date- Alarelt 15, 2021 kppraysel Darr: Ai-ertli 2i++02I d 1 S, = 2 ,#rapeav:tl Date- March �.. 8_1 E -5 SHEET NO. PA 1. 3 _ I I _ [ I I I ! I I 11 I I_� Iil' _ I I'I 1 L l I- � JWA I'111.y� PRODUCT U,AL_)ATION REPOR'I;.M(l20 7 M 01 2 PRO UCE YALVATEON REPowr NO. 2p4rns.01 3 TI L1 ECO INc. TiLLiT TESTING & ENGINEERING COMPANY 2.2. TEST REPORTS: B. MATERIAL CHARACTERISTICS AND.SPECIFICATIONS: Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly in accordance with General Notes and Components indicated on AT TR A. TT w R LLrf, IR, r6. Gtte�6oJ.CQm ZC 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL CAUIJ.-W`DG1yT Y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996, 26, of Product Evaluation Document (RE.D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE,• REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by C IC Metallurgical, Inc., dated March 13. 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-1T6 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., RE. PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Gldlal Protection Products LLC. length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and section 1616 of the Florida Building Code. Calculations prepared by Tiheco, Inc., wood frame structures. 4800 S.W. 51 Street dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E. Davie, Flonda33314 1- PURPOSE OF EVALUATION: 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Waller A. TNllt, Jr., P.E. (System Large missile impact under section 1B28 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of TilteGo, Inc. (Florida CA-0006719), ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. rr 81G20-3, Method 1p of the Florida Department of Business and Professional Ragulation. 4. V�IND LOADS RESISTANCE: `MMa1,LIWHN01110 a PA: i!(C7`'yy 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind y>... �CENS'r�? , This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. r `-`T 3 �- g4167 _ e- i"�-- 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 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, -- - r= - ;i #. __�'�• : * F � 1- I ' I - 01-, STATE OF cc at least equivalent to that required by the Code. 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No.20.176, " i 10R.. •.. This Product Evaluation Report shall be subject to review and revision in case of '4pFI �ONl"',L N•�` a Building Code change that may affect Its limitations and conditions 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document DA( TLTECO ADMON RECORDS 1 P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC i 20 GAGE 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANED DR140 err 20•T 761 REPORT 020-0728.01 Dewing No. 20-176, titled Y20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part�R,i,Jpls Ao0WOU Rr�gIA Evaluation Report, A. T14! , P�\Ep, IN ra``��t�R . �l/T �,,, r�� L\CENSF•,de --, ^\�CENS�c �S.- %s - No. 44i67 £ i/ ?dc'��'k: 3 r'�' `; .'idtb-44167 %j�7_.:1% •a= •*. ; 7(r z-- STATE OF , yT %'EFs ( OR I ..... �k� o,���FSSJ ....,. •��C�``��•a ' 1 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - P97G / nt$ `r�rrrll(ONA4011 f1} o, IL ECO c- TILLIT TESTING & ENGINEERING COMPANY - - - - --- WALTERA. TILLIT, IR, P.E. tiiteoD�r WI.COM PRODUCT EVALUATION REPORT M.P.r. tir•u Vo 44167 FLI:.A. L,mnte Na. J116714 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611120-3, 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 may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1, PRODUCT EVALUA71ON DOCUMENT (P.E.D,1: Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL`, sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteR(,N1,tp Mlir)jtls Evaluation Report. ;aA`'. t . kj"""' $? yJGENSF :'9 -�> -fjd '_ '7 '7 _ * •i * '' * '.i / s ,p I STATE OF , •46 - O". f(OR10t` •.-�`` . 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1WI 63 %'80`1-1531 6rflyr11111 HIN' PRODUCT liV r. -AT1oN RW.PORT NO. 0-0727.02 2 2.2- TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09. dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadingsProtocols per TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile lest report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2-3 87RUCTURAL ENGINEERING CALCULATIONS• On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A Tlllit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1809.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. �"'�'R 11Ai mr' JC"',,,1"', --``�� NNat4167 y ��L%Zi yt iir= /' .0 I, STATE OF •*.A_• " '�y'SS/ON4'110`��~ /f!p/R110100 PRODLTCr EV.tT,UATIAN RF„PORT NO. 20-0727.02 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6.. MATERIAL 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, 20.1 T5. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilllt, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Waiter A. T61lt, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). `` CAR 1 ARltlirla 4r Xle *�'��CEN0e* .`�;P ,r,, )_ - r���t737 D:ATIL ECO ADMON RECORDS 1 P. E. REPORT.20I, GLQbAL Pliof4 QN Pj(,60UCTS: L PAGE GALVANIZED STEEL STORM PANELIDRWG#20-1751 REPORT#20-0727.f�VV,(•••..r'GORtOP '"``E`��44���� �"`osS�OM1IAi IEN�w```��A - --0 a) C_ U) (O a) r--• U N a) O- 0-O = O r_ c .0) ca-0� U a)U)N = = � U O � � (,n = C O CIS O CO LL "_ O CU CU •Cn CD � L 0 � CL i -0 -� U) c- Q 4 Z Z W J r�����L••pp���� �MrA•R•�� COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4, 5/5, 7/5, Iola Itlil! SiIL NMN WIEM 83) EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TTOOEREACH TNL MAIN STRUCAM BEHIND SUCHPANELS. THE 6/5 RN CASE TIIAT PRECAST STONE, OR PRECAST PANELS. STUCCO OR WOOD BOARDS BE (SCALE 1/2-I-) 1W//0, 2W/10, 3W/10, 4W/10, t STORY PANEL SHOWN ON THIS PROWCT EVALWTON DOCUMENT (PT.O.) HAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND N 8.2). ---- - -.. --_..15.lw CTWAL WOTHI-- --- - - _. -_.. __ - .- -.__ - _ _ _ 5W/i0. 6W/11 B 7W/11 INN- FOR A WIND SPEED AS RECURRED 61 THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED NO Ia-10 PANEINATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS NNNUFACtUREO BY ELCO CONSTRUCTION PRODUCTS. - -_ / _--- •� _. - - _- i. ' I-----._-.-.6.250' .- ---._ t _3• AN% ANCHORS: FEE CONCRETE SEE SCHEDULE45ONE SNFE15 B I G._-_.. I MIN. ACCORDANCE LOADS THE 2020 (]IN EDRNED S THE SECTION BOATING CODE (C) TO /4I 0I TAPCON WONO ANCHORS. ACT G - Y IJ MN 1 « _--.- -- -1 z.500 WIDTH) - - - - , - MAX - OCSION WIND LOWS SHALL BE DEfERMIHEp A$ PER SECTION 1620 0� THE ABODE YDiTIONEQ CODE._ e , a' 15p ` _ _ _ _ _ • .: _ _ _ 1 /' 100. MN.�- - -- FOR MOOD SEE SECTIONS ON SHEETS 10 a 11 t' MN. FOR A D9ECTKNAUTY FACTOR Kd-0.95. 115NC ASR 7-le AID SHALL NOT ET(CRD iH1E MAXIMIpI (AS.D.) �/4 • SC'REW6 PER N.O.S. AS FACNRED BY I.T W. BUKDIX. tNC. !'° .1 I ) 1.350' ,h., 0.036• YNI. MLTt 1.350•- �, O O O IT DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17. ter. ,s. 16, 19 A 20. - 7/16•0 , 5/6' MOOD BVSH8IG, AS DISTRIBUTED BY ALL PRAT SCREW. BOLT a SPECULTY CO. I .-.Z- 1.500' , _ 657 r / '1< D. O, O. ®+ai -1 1 r F---r- .�---r-"r--1--?---,--,- _1__T---T T- -.__ .- .. } . - o S ORDER FIRST VERIFY THE ABOVE CONDITION, INTO LULTIMATE DESIGN LTIP LOADS THEM BY VIED PER ASCE 7-16 ` FEMALE ID.- ® ) ` / T `• L ' t� X \ ', . O�' , O ___ __ _' / • SHALL FAST REDUCED lC AS.O.. DESIGN MNC LOADS BY MULTWLYMNC THEY BY 0.6 N ORDER TO C.2) MN•NN THIEMFD Pf/ETRATION OF lAG SCREW. Ni0 THE MX7D FTAAE AKr SHALL BE 1 1/2' NO 11aftEADm 2.00°• ! j UHEMMED TYP 2.697' 0653 DETAE F 2.000 2 '/ r NEMMETI7YP. T.657• txTAr �® Ie I �)CO//PARE THESE W/ HAX. (AS.D DESIGN PRESSURE RATNCS NpCATED ON 5HEE15 7 iHRu 12. 14, 15. I8, t9 a 20. C 1) MINIMUM 1HRCADED PENETRATION IMO WOOD OI TAPCON ANCHORS S1aKl BE 1 ,/Y ANTI Y FOR ELCO PANEUHATE PLUS �'_ E THICK HEMMEI? / \ ,- E I�IRI�Y / •� O_ , ASM IN ORDER TO VERIFY 7{HAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER SrRESSEb, A 35a INCREASE N N1ON4BlE PENE•iRAriOii�tl/T0 STUCCO SHALL BE CCNLOERCD AS PAR OF THE REOUNED T/lR£A)FD PENETRATION. * T. y )A1 GALVANIZED STEEL EDGE t 4 1 EDGE `, 4 J 4 6 r__i _ 1 T_ F__T_ T_ r___ _.r_ 1 1 �- [ t STRESS FOR 'WIND LOADS AMS WL USED N THEM ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N I G-0o 6ALV. 1 I IIIjr-'�IjIII�- O ACCORDANCE MM N.O.S. 2078. C.3) MNNLM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INTIMATED IN THIS DRAWNG L..QETAL A {6.6' 1 --Go A I -.1 1 `�� I� LL LL -. STORY PANEL'S ADEQUACY FUR IMPACT AND WIND RESISTANCE HAS BEEN VONFIED N ACCORDANCE WITH SECTION 1626 OF - _ _ _ _ - _ _ _ _ _ .. . _ _ _ _ _ _ _ _ -_ _.N 1 THE ABO,E MENTIONED COOC AS PER HIR6RICANE EW4MEERNG • TESTING TNC REPORTS 96-569. 9a-570 a 96-T30 ANTI C.4) MNIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/6- I/a' •-20 SCREWS USED SHALL BE 1 1/2• LONG YINNVM - 1.350' I, T.SSD' - _� - I _ I - -.I... . _ ._ ;,L_- _ - 1 _� _- $ LU - FENESTRATION TESTING LAB. NC.. REPORTS 12032 • I2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULO STUCCO EXIST. AND I' MRIWM FOR WALLS WITH NO STUCCO. - -- -. - �..}/_�p�6..2w -- _ _. - . I , _ Y _ _ _ , _ I.. _ Ll.I -Tc J _ TAS AS 2�03 AS AMERICAN STArla TEST LAB D< SOUTH SEOROA REPORT ro219.01-09. AS PER TAS 201, TAS 202 AIIO C.$) N CASE THAT PIECMST STONE. OD RaEFAsr CONCRETE PANEL$. $TUCLO oR wooD BOARDS BE f0UN0 oN THE EOSnNC O STORY PJLNEL © END STORY PANEL �,' I Ii�VqA• C- WALL. ANGERS SHALL BE LONG ENOUGH TO REACH 71E MAN STRUCTURE BEHAND SUCH PANGS. _- 2 187'- -- 1 I : 4 - 1 -1 - f - I � � ,,7-) 2 ALL Kt1YNW EXTRUSIONS TO 6061-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 ANCHORAGE SHALL As 4ONG END N C.1 ), Cl) A C.4) i'},_ _ 7'-- _� .� j I F ) J ALL N.WNIIM SWEET METAL USED AT CLOSURES SHALL WIVE 71 oS-N14 ALLOY. y %' t --- - _ -..I ' � _ I f I ;N (D) AK10R5 SHALL BE INSTALLED fOLLOMNG ALL D< nE iEODM1MENONnONS AND SPECIFICATIONS OF THE ANCHOR'S YANIFACTURER. N11AQ$7��="_ END // .250 .... 2-1 E a /•'•-20. , a •-20. 125" ` I I ` 1t A ALL STEEL SNEEi ME7K PANELS SHALL 1HAWF STAUCnMK OIJAIM STEEL. ASTM A-853 GRAQE SO YIIMUY, G-fIO + .1CO' .125--.750•- ' _ _ _ _ _ _ _ _ _ i - -_6. PANELS WY ALSO BE NSTNIED HORIZONTALLY FOLLOWING NSTALIATION DECALS SNOWTN ON SELTON 3 THROUGH TO (SHEETS a 1.250' JD• 304509E5 •4OR5-'!'- IRIBOlTEO PANEL$ ROUTED PINEIS W/ 1/N-20.1' t 1)W/ fE-. , .taD• i.T2s' - _750•r 'i, s s Y.s BOLT w/ 7/8' , s/s2' r _ y GALVANIZED STEEL DES04ATION W/FY- 56.5 a (ATTUt ROLLED), THIROUG14 6) EXCEPT THAT HEADERS CD A ® STALL Nor BE USED. / 1375' �• i4 _ I ) 1.500• 53. s1,lO IIWETEb SL RGUE 91HETED �'..- (SEE SECTIONS AS �' j l APPLICAB- (SEE SEC O E/L OVERLAP >_5. ALL SCREWS TO BE STA04M STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEA 9. n SHALL BE THE IESPONSIBIUII' Of TM CONTRACTOR 10 VERITY THE SQINONE55 BE THE aiRUCTUE MERE SNUREA IS TO BE - R.ot� I T t 2' aC t2 1 - _ I ' i(SEE SECTIONS A$ APPLLUBLE) ; � •~ON 50016 w/ 50 bl YELO STAENCTH ANIO 9D Lai TENLLF sTRfnGrH A SFIALL COMPLY w/ SEQHaON BUILDI+e CODE ATTACHED TO INSURE PROPER ANCORAGE THIS SHIUTTEIe SHALL ONLY BE ARACOIED iD CONCRETE BLOCK OR wDCO FRAME �' - �1Nz tD.08' MOD 09J• J 1�', I I I r ro RICE a To ANITIE • -I I 1 ISOTS B ASTM. t0. EACH REGULAR STORY PANEL WISH lENG1F15 OVER 8'-8 THNROUGN 12'-4'. AS PER SECTIONS 6 B. 9 @ 10 ANA K1Ef8HATIVES BW � 2.125' 2.125• .939- SNSEE _. _. - _� I- .� 1 • � - �. L_. 1. _1--i4111 .___ 1!.•L� �._ -L.1 ,1_I E (. - 1_'(9LNLDNGS .093 091 2.000'I 1 `L.() LOE)OSIB(GffiVBED SEAL./CAIU( ALL 54UTTER COMPONENNT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH I.-...E 0. S75 _ 5- Mw 1 - 1 �' TS-1 L-1i. 1.500' I t 1A CONCRETE 71. 7}E INSTALLArp)N CONTRACTOR Ia TO 1 .SSG �✓ DETAR , 14- ' I _ (� 6 BOLTN TO MSTY A-307 GILYAN12ED STEIIOR NSI 304 SERIES SIANLE55 STEEL w!M 78 bi MNwYUY YEID ODA ` I STNENCTH. 9W a tDIN WN SHEETS 5. 6 • 12 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE VA KING NSrRUCTNG GAINER OR )7 ANCHORS TO MALL SHNL BE AS FOLLOWS: TENANT TO SECUREPANELS Wf1N APPLICABIF REINFORCEMENT Dl1RINO PCRIODS OF HURRMANE WARIIN6 ' R a .375 - L. I 1 T.125' nD ) IL 1/1 • TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SULDEX. INC. (Min. rc-3192 P.,.,.) THE BULGING TO PREVENT WND/RAN NTRU90N ISOMETRIC VIEW DETAIL A (^_ 30•.... �-2.°°°•. - rJY 1/4• • . 7/8' CAL% -IN ANCHORS. AS MA UFACTURED BY DEWKT INC. (MIN. +•c-3000 D...1. _ . _ __ _ __ '•- 12. STORY PANEL 1l6TALLATKRH SMI COMPLY WITH SPECS INDICATED IN THIS COMMAND PLUS ANY BUHLOIMG AND 20NNG REGULATIONS ROUNDEb CORNER O END$ OF PANEL'S ED.M..®.®.0.+� _ __ __ _ __. ,_ ___ __i___1. -_- _ _I__ _. , __.1. �_. _ l.A ^- I(4 . 3/4• SOLO -SET ANCHORS. u fI5TR18UrFD BY KL POINT SCREW. BOLT & SPEGKtt CO. // O O aO _- t i- - IJ (Min fcr3000 D.•.iJ PRWIOED BY THE JURISEiHCnON WHERE PERMIT R APPLIED T0. ENO LIP W/ HEMMED EDGE. ^. _ 1 1 •�. J (� - /14-10 PARELMATE FEMALE ID • PANETWTE PLUS ANCHORS. AS WMRIFACTURED BY ELCO CONSTRILCIION PRODUCTS (N.T.S) (I "h" HEADER O 'U" HEADER O � (�44A ANGLE WITH STUD ® ANGLE WITH ®+© O+®• ©err. / ':� - (YIN, Fc-3350 pa.i.) 13. (o) THIS PRODUCT FIXATION DOCUMENT (P.E.D.) RSVEPANtEp er THIS ENGINEER R GENERIC AO GOES NOT PROVIDE INFORMATION RF'VFRSC aLYlin -._r MAX _ 1/4, 2/4. 3/4. 4/4, 5/$. 7/5, --�• mX ��` // 1 Q I FOR A SITE SPECIFIC PROJECT: i... WHERE THE SITE CONDMONS COTTE FROM THE P.ED _ -- -•- V , /4'0 Cf TAP -GRIP ANCHORS, AS MANUFACTURED aT tRV-FAST CORPORATION (rc-3600 P.,.i.) ) -- SEE 1W/10. 2W/10. 3W/10. 4W/10, 6/5 (6) CONTRACTOR TO BE IESPONS9lE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT 5FI GRIN AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS ION° POURED CONCRETE SHALL BE 1 3/4': 2' FOR PANELIMTE FEWLE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NO DEVLATE FROM THE COMMONS DETAILED ON THIS DOCUMENT. f.I I/14 • 2/14 0.344• 374' 374' 5W/I0. 6W i i h 7W 11 a _ �t D AND PAIESHALTE PLUS AND , 1/4• FOR CF TAP -GRIP ANCHORS. CONSTRUCnoI SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. 1 _.]D_ 1. 310• LJ O M. TOP EDGE .096' '_., .OeB' - 750' - / / I i 3B0• .N PANEL ,66 Y L .,66•-- -•- A J 125' 1/4••-M 304 SERIES _ANCHORS;FORONCALK IN _.. FOR WOOD SEE SECTIONS ON SHEETS 10 a it _ - 0 / (,:) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAUD B 4300ED. .34M • - 4 ( /2' O.C. +� ,.sp79.IM3' S75' _ .7ro•.636•_• NN6lF e u ,STUCCO SHALL BE PERMITTED 1/4' •-20 SCREWS USED SHIALL BE , 1/2• LONG MNMUM 90" STUCCO EXIST. dT5• r 1 5' -(... )- ND I' MIMINUM FOR WALLS W(TI NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/C HEAD. (d) SITE SPECRIC PROJECTS 94AU K PREPARED BY A FLORIDA REGISTERED ENGINEER OR AACNITECT WHICH WILL BECOME THE B57•-._.JI-- i 1.6! 1 T _-1 I �•,I. \ GBUT MM WIN° NUTS. ENGINEER Or RECORD (EO.R) TOR THE PROTECT NIA WHO WILL BE RESPONSIBLE FOR TIE L--___- I.Soo• r - Q PROPER USE OF THE P.CD. 09MO N OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE t9Y IDLE FOR \ 13' 1 I t.0d3' 1.343 F°62' 7.6 1.015' 4­ PROPER A3j N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS, STUCCO W000 BOARDS eE FOUND ON THE PtO ENGINEER. SHALL SUBMIT TO TH15 LATTER ME SITE SPEC" DRAWINGS FOR REVIEW. LOCATION A7 , ) l°'_ , , �'?°• REGULAR STORM PANELS �� ELEVATION > � EXISTING MALL OR FLOOR ANCHORS SHHAIl BE LONG ENOUGH 70 REACH THE M,AN $TRUCtiRE BEHIND SUCHPADOVER, . M. .063' I' DB_ -_. N.T.S. PANELS ANCHORAGE SHALL BE AS MENTIONED N AI) AND N A2), (.) THIS EE.D. SHALL REAR THE PRE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL .6i5•* --- 2.000'-- '--(p.) ENGINEER a RECORD THAT PREPARED O. T.000• O KEY HOLE WASHER (8) 101,F-XIi,T >L�N MANUFACTURED FAC C ED 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY NSIBL.E LOCATION AT STORY M 1/4• 14- GM /4' • iMPCON ANCF10R5 AS MANUFACTURED ITV I. T. W. B1AlDEJL INC. -.063- 6 "T' ?RACK ANGLE ,j�" i TRACK ® FLAT PLATED T.B7' PANEL BE PLACED N OR EVERY WITH SECTION t 7 TO C OF FLORIDAWIBUILDING1 (XHOE. ONE LABEL - 1/4' • . 7/8' CALK-N ANCHORS. AS MANUFACTURED BY DCNK7 INC. (WIN. 1'«1500 P.,i.) SHALL BE PLACED FOR EVERY OPENING. IABELNG TO COMPLY WITH SECTION T709.9.2 OF THE 0.038' (Yn.) - �' ,,,f11 WITH SPUD - (NIL OAf%AP -1 •MICE VALLEY) - 1/4.0 . 3/4• SOW -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT ! SPECIALTY CO. F,OMA BULDNG CODE. GALVANIZED STEEL__. L '? (YIN. I"<-f600 Pal.) THS OPAMANG SINALi ONLY BE USED TO Ma. 1d' I.aC - - 1i a�R A: tf(,(7j,✓ - - 114-10 PANEUAATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRMI,ON - I PROWCrs (INN Yc-2071 P.s.i.) AAHupuNIlENpOBFAN PERA9T5 N T11E STATE of FLDPo0,1 ( - °63• 3.Q:.`'••`CEN 'P I,t/4• • CF TAP -GRIP ANCHORS. AS MANUPACtURFO BY TRU FAST CORPORATION ��6A LEER A• T/(AAi .375'• .3ro .875•• `� •'•. i/4• ` AN (/ I__I MAX. GAF .•(/B.1) WNMIM EMBEDMENT CA TAPCON ANCHORS. ELCO PANELWATEi AND CF TM -GRIP A/NCIIOR, IlTD THE -P FLDRR)A BUKWNC CODE NI h V91Lx MurHoar» ZOr,e 1 -' .375; N0. 44167 I <%• 'C _ ri * * FLORIDA BUIUNNG CODE NI h Vsloc Nur one Zone �'• EN ''•.� FLORIDA BUILDING CODE h Velocity Hu cone Zone BLOCK UND SHALL , ,/a'. S Name TueYa AC rA. a -. -) * : �`: No. 4 167 = 20 GAGE GLLVAMIZEO STEEL STORM PANEL 0 M1 N To 80rt0" _ 063 y; ,., JAMAC NICKEL - Cr PANG = STATE Nam• rCT[W, rC rP aaw0 M1111PP. M. fP. e.2) cALx-IN •sere SET ANCHORS sHu11 BE EMBEDDED 7/6- INTO THE CONCRETE B°cN RNrr Xo EY�r IC L rW' n- �,t_ ' INc Nur '� 20 GAGE GALVAMQEO StEEL STORY PAIKL � W. _ N 44167 : 20 GAGE fNLLVArRZEO STEEL STORM PANEL ORION 0. INTO STUCCO SHALL BE PERMITTED. t/4• 0-20 SCREWS USED SNKL BE 1 1/2• LONG YINMW SHN3Ut CO _ c- -1 KEY HOLE �.e'•. ,t0 . �- - - :* EXIST, AND i• MNMDM FOR wALLs VATM NO snxco =. STA - - - - -' IL� C C FNe Gt.06A1 PROTECTKON PRODUCTS, LLC. P„[: ® E * ,��: _ TECTION PRODUCTS. LL 0/^/ P 1'. OF �J , •THUGX..5IVIIQT-2,(Op•_._.' � AT PANEL 'hw`e i -"�� IL CO L PROTECTION PRODUCTS, LLC. °' , SECTION A -A_* IL ECO '��L PRO c. a,TT, %'•J'pi(`.. Al P '✓'�td'Z•. ntLET t [ COMAM Q•.L R w1• N 0 _�._. [NC. N.T.S. ATE W IMe. OR 0 a r sea..a.n.Pan MI. sOHE (W)e9-rata rAX f[e•llw-6][T 20-176 " 1 / taro LW. 51 snw ", , *. � MOO SW 51 vfw FS+ 1.' •�:: pW1 "._Its .r (WIN) M ,M. 11RiW. w ® 2e eX E,/ 4" KTTAI MaY. USE WING wr w/an 77 'T�'.. 12- • NXIwAxr DWW. n. w1. TS p •, ORli1�` TWLiIT _ • oNAc rE 3aTu `s ON •E • gAN/YOMR,RC/DeT[ G-000.71R - ALUMINUM ANGLE INd1a1nC eTLVER W/ AOOfICRAl �/ / , a. err L ft F..F.w..•ea A A,. N4KW[: (•ea)s-7w, iA[: f•6aNw-en7 20-176 .<` L W. r MMe. N,NiWL R all. .HIDIE: (rolled-nHs. nun (w4)teI_NmT 20-176 % . • • • 1MUEM A 1ALa A.. P C. [ ,.... orl m-,W . r. , 1�1w10 S ,"�.� OWING Ter rp , •r iIEXT 1 . g • 7/e'NS/32' WALER (SrRVRKE55 - G-0P0019 m-,e1 �W -^A' (r S • N •• "-• �U pC,i Oa0 m_w1 STEEL OR VRCXft .LATER STEED. L 9FAl/lON11AlE/C.'r '•It101 A tRIJT A.. PL •• 1>- if W ' [ WALTER A TLIT A.. Pt Y rAw LQI a . M H1 SWEET 3 . „ INSTALLATION DETAILS FOR REGULAR PANELSCl) at its FAD p.OSILJRES DETALS FOR INSTALLATION IN POURED CONEM INSTALLATION DETAILS FOR REGULAR PANELS n dE CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OONCF40E 3.Ot3< OR WOOD INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QOCJETE AIOLRS TE°"PL"i� Q RMALL W-ow Cok,D E ANaao /L•i y/ 4. �',i/ VAUD FOR REGUAR. UFE SAFETY APD E-Z HANG STORM PANEL SYSTEM (s1X salmulE DR oEE SCHED" ON WAM 6 • S) smir(SEs a nowwTRAU: a � � IK IaR 'Y 02. 1• NXRLu1[ ATap1OK slurs a TIRQ{IGII q SHQiS a TI•IDUL7N t) 1•,T r �.�� CONCRETE AHCIORS 9HELTS a tMOUmA� e)--.f-D.- CONCRETANCHORS _ _ I t 2' , =_T (91 QTs eTaIOUWD" q EXISTRF NDIAED I Si[ TS eTMOt1a1SCWWLLK D" e) `\ V.. CONCRETE REOIRRE�: \ �V" , ►-. P a9. Sari 1 4' MN�4__ -I ��•'swa w�i 1� ` VY i a' ...,<4�.., �.� Y:`�`\� rE�' '2. ._1 W,. t�' ••era R _- 1/2• 'II• _. '-> r TN �" I E.D. as ® ,IHssm"�i��' _ CrI.8 / - aTrlf r{-- -I iML i' ac �� , ; =i• -L"'lY -1 . - _.1 _- fro • f ac nn o A➢ 1 1 -rip•. -T ..----._. ED \::�•\. �• I - Nm L--'d EXWaHG POURED ED, 1 ; ; e E-0 -. 1 1 _ 1 • o 1NRo COIXRIE 1 �/;�) a ,Y•.r 11EgIPWA. 2 ^ 1 I `./ CON ZR R�EQUNEo.', '� i '"L . t ® - � \ 1 \ 1 . ExsTNG PatNl�u i 1 ra.w"1: -- ,' ,, �Y,. Y "- •H L ais , I 1 r�p1 ._,•RIa \'t �.\, \\ ` ; Gnl " I i a•L 1. \ A r e `�-: r . \ ; _ T/IyyaY � 1 I O " CDRGiE(E BLOCK I 1 1 � am. cut .rc T .'.1 _ - 2• -._. J I N^'.1 I j , 1 9t[ 9cHeeIAX I $ JrI a . e A 1 clan enu It $ I ; $ REQUIRED. ; I � $ - - `. ea J aN LQT • 12 ,/`Y DG i ,2 ,/a• O.0 ; I I 1 •. - _} � ' -.= 1 i $ -1 Tot M a'� "0" I .01 1 1 i EX $MMU 1 1 1 � I I CASE A (PLAN) �IW Il'N'av '�i�4 '. :e-N- -fro. a � ,all : I i i e w 6 I I-�a+ 9Nm • 1 _(1) I ( L ._--__ • - _-.__ %E/ S/16. 1' NAum.n - L:eT•c I o.slrw� I t10" m N i O �I II m arL ; i as-m.r YL i --- - -- rAcr B 'pLAN) - I = 1!.�( HI M !y �r 1 1 I i - ----- T - A 4DtA,o� "-•3 i A aR J 9 1 "^,-,. � AT &� -.,, i DI _E� SG/E 3/,6-T• I i R ' I I , - �, Y I J M1a R9I,� 1 I 1 I-.,W � XI- Y. Y. eM•aNe „•NP I _0 1 I I I 1 j 1 I 1 1 �. i 1 1 1PZ sOOIAX ; We ON [ aaY 11.�1p n. rf"'�i iwI I Nnv a ,r A 'M pddpL ,wnN urot I. Y� a .RIM w 1 I v.- I 1 L ONK. i 1 I ON WQT e ; O 1 to alsi 1 O duRW, �® 1 I I'J I \ I IPA NWT. tR.,YMIIOI 1 1 , ;�' A H I /•�1r� �1;� 1 eA I $\ 1 m 4A9L 1 r. Y .... ,I..w u tonal /'� IC.0 _ f n.T�y a 1 I ��a•N 1 a 1 I 1 aOM""SLDee i 1 I �e i, b'. - INow PC e 1 I •1 i �- i A '"IMq""'WIN .J/ .T Vr -,I EXISTING POURED E D I , 8- I 1x 1/r 11c E0 i 4 1 i 3 V CCONCRETE 01RSEfE BLOpt I EKJp'A'eRaee R Ow I r CO-'4 u i _ -_.-_ _ - 1 CONCRETE _ CD 1 t I/E• ere r 1.11 i I ', a ,] 1/a i f /t• _ \�� WORKED. i 12 1R' MC r 1 _ T CO &.M 1/2. eIOCA 1/2• _ - _ 1 D16TwG POURED _ ED11 . ' '� "� /�A�y °'° � ra_' n '+�E it -HI �"'. . I \ ' k I E J CONCRETE °" i CASE C ('�I a. ED Y CONCRETE BLOC( .939 %� _ , DMM4 POURED '�' »1• Mn REOINIED. I EXWNNr. POURED I SCALE 3/16-1• CASE D CLAN. t . - - - _. -. CONCRETE „3/4•_ 11 aTw -f•Lm _,P .� -, I CONCRETE OR --- ----- - -1 stlL[ 3/L6-1' •, LIR1; a THROUGH, 9) BHIRTe 9 nocua, 9) ,fix,„, SEEM B MLOUCN 9 =-. .all PA[LAV• . caNDEE AIrAC9S �' '• 1 t _ rAA Xq WN) CONCRETE NC ORS . ; I;arX. a 7 P.a NxwcNETE ANaNDRd `�� D [oRHpET[ ANCI10/a - 4 iri : 's as ccaIGNETT AIp,01IS .. ) , r•,.• - AY NaYm - P y/e��L '�/��J ��,�'(¢�,al I CONCRETE BLOCK ',•k�Xa/.H��/nB•�.B3L/sO _ SUG(SEE S" UIAW/ ON �-+ O (9[[ SdE91nE M - (SEE KHMA f ON - , (IIE BO`DMLE aN � Can 07-i .Wpe 2 •i�, ' _ REo1KRED. , i +/2• _ �/4^ - WNWGArt s a• at aPWaW WaHP°"tl�u - r'li"r.I'"iWRr al pas I stem 9 Ymmo1CH 9) \ ) aR°a TM - - -- - -- CONCRETE ANCYICYR _ - O •-L' Y•- ;• •.,- Mi IWINBA I Na.W�RNa'e- ' WQHB a A a LUS 11(At4 U. W CLEILING_ kmmTw. HiiJ1QSECTXN tjliTlNda aL 4 SH(SEE 9aEmK9) ON (SEE salEeaE LN S - '1= ,�GS:J1Si111_AiIft SHEETS s e 9) §Nff� sHFEss a IIMOAaI e> �� �m7, /y� SCALE S/!-,' SCALE 3/Mt SCALE 3/8-,' SCALE 3/8-1• + /B wia 3/e-1• aHe,a.1bo ItO�- A W lla® tW"�R M ,LNaa rRM1t s I - _.. T- RILL eRYA„ ION, ee naG) 1 1 ti ED. - EDEN DISTANCE '-_.(iP&NI�NCIX • NEW 1' UM. . MARES . i/e' CO. EDGE DISTANCE _ 1 NW I THNIOII ALUM. TUBE OR i- . (SEE SCHEDULE /k✓ O Q'Y CASE F (PLAN) 44w- i -O I I smE�H �B Q''I � � / P.T. WOOD WALE SPACER / '.i SHEETS 8 A, 9) -SCALE 3/16-1• 1 E ^ e Not t• WIDE . YM,ES . 1/e' O NOTE TINT (NATION SECTIONS 1 I ALA. TUBE OR I' VANES NOTE FOR C04aR4A710N OF SECIITINS: I 4.T. WOOD PLATE SPACER lee 1 COMBINED IN ANY WAY i0 SUIT ANY CASE E (PLAN) 11 8y I -r- • [X�I ��.,HATOP1. - BE,�K i I TOP !BOTTOM MOIRJTiNGS CAN BE C..W i 12 ,/T41OOCe @ ,A•'- 1 COYHMIEDBDTTDM MDUNTINGSTO IN ANY WAY�CAN �IT ANY7 `� . • IyQT9 ITIWOLIOI� 9)/ 1 'Apt CPA. :+ 1N/ION/ IRSTALLATON. SCALE 3/16-1• I � CEP A. T/((�r INSTALL/ITION. ( �• i + L C I ER A TI(!/ .... uCEN ;✓9 EXISTI+G POURED am sAru D....•. �15..... .... T� ` FLORIDA BUILDING CODE i11 h YNocl Nurr)eane Zone �;' E FLORIDA BUILDING CODE l0 h V•I/Ne Nu cane EXISTING POL9fp .,. yT-caYRnX A,une.- CONCRETE DOW LWL WTI, .GMAT To . IXINICIEIE -3/4", . REQUIRED. fTR 9O.mIA[ 1 , 2 MIn. CONCRETE lWOp( 1' tOWI AIR AWOL Tn,N . TUfta NC FI cONcncICDANCNaIs I * :' 1f 7 1 a°°'° TM1E100. "r. 20 CAGE GALVANIZED STEEL STORY PANEL D„�'; o,., a WeX, 9 • n 31 Ma.. REOUI ED. Taw" ,IEaHt 4416i 20 CAGE GALVANIZED STEEL sraRll PANEL aM.N T#E a(3 ED aE N I •a * _ x( SECTION X-X i * * z LaXTs s n9DUL CEILING M.q litABAI PROTECTION PRODUCTSt LLC. O1�'n �' GLOBAL PROTECTION PRODUCTS, I.I.C. 0/ Da zsPO�; ATE �i� '�� >< WX sauE 3/e.t• S TE 0 X r - ORI��I•�' 7 IO INC. NW LB. BL STIHi"` s� F - DETAIL FOR SPACERS REOWRED AT TOP OR �'• I L E C O INc. .ARID LW, 61 I. y S/ • c6a. DINE. M w14 BOTTOM TRACKS ADJACENT TO STUCCO,n= BANDS AIO . L R. He. W.Y HWaR a Hr. NOTE: M 1N6, rAn 20 VIAL 1: t AN, L ..t s - twene a M,. P ' (M)SW-7$W FAX. (9e4Nw-M7 20-176 Ff w : pea aLM rH_%' -•Rr - ,pea m-we . F. , 00 m-IL, S . �+ JRM- Eed•M89-879r ilk . -,.• p SCALE 3/MI' FN CA 0=119 ,.W.r .R oMI,O W. / AL CA-IIODAI• L WKTDI A I FLORIDA iRER A. PL I7'w - LE[N I a XB /Oth WN.i[R A EM11f A t �L m T-w - a. eHE[7 H - INSTALLATION INTO EXISTING POURED DETAILS FOR REGULAR PANELS(l) CONCRETE OR CONCRETE do BLOCK _ SHIRT 9_ _ _ _ - - .. ... Ep IE[TCREFE 1E P�STRUCTURES OR CC6NCRETE 9LOCK FOR DDD SEE SECTIONS ON SHEET 12 OR C6NCRE'TE BLOCK '., RE1IUWE'DO CONCRETE ANCHORS OR REQUIRED REQUIRED COTE AtCHOR6 S' Mar_ S• t' ILL,. (Mier OMDeM -I WHOLE WLIEHT • A 14 elfa, t ci - io 19) oI --�d1CKlT (7Q S YEI�LAES ON NU SCHEDULE E ON ''- - Dom, K TI�S LEFT SHEET _ - --,,, T \ I I \ \ i. SOa a11A77f E E D. //�, E.P. 1 i I .., I f . . `+.`'` �. �. � � ., ... / j pA/9eyeOLR W/ - 1 ; ; I WK4 Kur3i tYair 1 : �' $ ; _ ,,MWINIWITUNNNK, I w Wa M : o 1 M.. WlMpppll . 7 F N.� b 1 � Nn B�MMaa, . f � a 1 , i QK1aN. , a L • ; .. - - g i .,.... T' . i r[.p.� r•L 1 41 1 ,.{ ;,/4Y-Ns,• + I ) ,F 5 :7/6` i a' 1 {V 1,/aY--S� - - -1 IW/P6C $ 1 MR • U6N 1 /ey - to ss can r ILWYC 11Ur • F/CMI 1 _ -i i 0 1, . , i . - SOT[ $ OD i i i LM% 1 I I I yy Art •FICA, �,,` I . I 1 I 1. _ ."__ _ _ L__. _ _ • L -._ ... _. _ _ -.r 1 I 1 I }" ! 01 I ,yi I f y I A , I 5011 1��fi,C ooX1w9�1 r-alAf. X =1 --1 1 OF Z• I M --1 SOX - -' i. 9. 14 Ali We 3• Ma..- 3' YR.. -. D.Y..®a ® '9 4 I • WI,. • .. I 1HAX = , q {-e.;,, : :•. MAXANCHORS: 'r.- � CONCETE SEE SCHEDULE ON SHEET 9 WOOD SEE SECT04 ON SHEET T2 E 7 L a 12 E ED. REGULAR STORM PANELS n h� ELEVATION $CXE 3/32-at"E _ac. I .,. _I_._. _1 _ ) I t1/4. ';� . _ T .�0• _tfA'a-20AS/4' S.S. BOLT ',. W/ 7/8'•S/32• MNG NUT , "i _-_-_-A- 1.6T _f ._I (MN OkAM , MOTE W"M ru, _ ----7_ __ _.. .__ - -_ � _- STATI .DOIRXIEIE Ai1ClCl6 SMOOEMm a i2 T/2 O.C. CONCRETEANCHORS --.- (su SOITIAE ON CONCRM ANCHORS -�Sa;L9UL[ d1 L/4•K _ - __ _ _.. _ __ W/ STUD (SS SCS ON SKEET e) SHEET 1) '_ OR SECTION A -A kly:10 -�TT OR IEOUIRm DIRECT AN `-mmumm OR EE.KXETE�� REQUIRED RtQCt SCALE 3/32'-, MEMO-"- SCALE 3/6-1, SECTION 9 SCALE 3/6-I' 1"M IV SCALE M1NNiNy \gyp A T/(4l y� . ills •• ., FLORIDA BUILDING CODE M h Velocity Nu cone Zone CO. -(SEDGE DISTANCE EE SCHEDULE �t NOTE FOR COIIawATIaN OF SECTIONS: TOP h BOTTOM YO(JNTINCS CAN 9E 3 : • NO 44167 .': = a * : * I S D tame TLTOW. INC. 20 GAGE GALVANIZED STEEL STORY PANEL -��_L--_. /a PROTECTIONACTS, • I L E C O o,leriePl 9r. my/mm °"R SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �'. 'k c,,LF " R10". �-Z INC. ,Sam 0.IL n- w+4 / Iy Ssi NA • ANP JNL f.. s. T,a — N.RR ,e RY"R .nONL (9N)6N-7s46. FM OD4)tw M m-w, - MW •ter rDRAWING Nuw+Goa •n-,G-00ml,i. 20-176 W. brrN N111NIR'-' ' "n _=_ o A TUR A...E RR I-91 11 - SPIRIT. a M Nt a W a) M O L 0- U 0 t` 0- W W Q Z Z Q J CL SHEET NO. SH 1.0I -1 A- IRS mW. 1. a.• Q HAFT 0 a I YOx. I / * I i 1 1 1 ' I ) uei. •IQrr,•..a.,,:.. 1 lY 1 1 1 1 r uL 1 m NeepraER SOD. j 1 I I 1 I I , I I �1 11 POUNDS CsNCNIW MAUPED ON W DOR NF/OL[ta MCaE Mp• Tag VIS a l r) I/4' Mcx. WALL AND FLOOR MOUNTING INSTALLATION FOR a. _,• _ __ SPLIT PANELS apWE;�� w..'aii`or�u-1 i t-_. �ream1-.r-L• --- -- `- 2' tL -® ® tp • vltaq c :�I, Z imtM _ _. _ ...LL-LULi.___ _ LULLIL Q. Mt1gM PTV., Teeel ban Y. 1• r r sea . tlR. 2 � T �� 2 1 -11�5/1�mOMmN L1 .t• E or WAu i ' , ew'IooWd, aln G e/tr. TYFDM IA - � eN•Plx'A/LE - t• •'�WaWTE so ... YDR •I x t/L % 47 ,•-_^ rum naoxa ul" \ wnoroi'a°1ooe° -. .. - ... - ,� _ I . .l - _ •• SCALE-• t/4 . ,• E.' L , 1 1 1 \� f 1 Me ., IPIdiDETAIL I t6 , Nt_ > rADR • f>Q aDOlA1 Rr •a fe.aD aF ..Nup r..N. _r1pR� _�u�•I eou-n Ruw ' I I_ `� ii Sri i e• ac Y" �c�aawt[ m a.w ' 1• -r -w� E° t ((D I�me, r 1101gm WWPPR _ i/ 1iwn1' i)lur°0.'a f- ee.o .t T - - - • .11 I rA�x 4wf/•All�ei \�. s[OI•.n x A a tern AI+DT) ,K- - - -+(r /• l .- wale srr IRe[ IAAWI saaaaE 11_�im s4 Y� ® -1_�• ll i ELEVATION SECTION Y-Y \ SPLIT STORM PANEL ELEVATION SCALE 1/4•-,• DETAIL. 2 SCALE 1/4'.1' =_ SCALE 1/a-.1'- Or SAULMIAND V. me•el'ON) MULLION SCHEDULE Max. MULLION REQUIRED Min. SPAN (n.) • TUBE MULLION - PNA:eR AMOMS a glens a . a) P.Nn�ii d M. nua ee' PNf_ _7xr s°•r+1 1 TMwea �p A T tEt'�P.\•'' vCENs ' ' a L-s TQ s' e 2'. L . 1/e 2'. r . „e•. NX`NDII,, a. A �f.nT • ND.44167 a a e-lo To 1/•{: • �Atb +�o g,.r�s-°h°�.s�Nr.PR RAT.'° SECTION I - PAR44EL ro STu�'�. SCALE 3/8-1- NOTE: MULLION CAN ALSO BE INSTALLED 0/0 STORM PANELS ON TOP OR WrTOAI SO THAT 1T 6 LOCATED AT TOP OR BOTTOM OF OPENING. (ONE PANEL OPENING W/ TVK TOP r WTTOM) INSTALLATION INTO DETAILS FOR REGULAR EXISTING WOOD �) STRUCTURES PANELS" & C11� �M/ywM,,vaIPM 4 r x N -- / TP a•Rle m�elal � ; i �e�e.W � �1 1 '. -- _ _ _ _ _ w ero/aw,ep• r ae - - � ��' r „ei®�iaR,es / -i n 4 o.A � ' � w ,f,�• n�ileamri•oxir�e is +M��/rrwre.�T �r ' x./ _ - _ - _ ,T,n,n' M•) m-w ii +• O•aatl Pom wow AllNeea[ ,M ewr nAwoaA. ._ eelP. M[ � A Y emA ,av Sri • OL fW err .Rae uelon 2 ee,e0 m 14rA•1. I '., R• / 2 _ Ar r i mMw w E•iw W er1 ew w enP � Imes BOOR tl IeP.rH Ir gi m maim; ml,- ,r, I r •_ � I --- - - I ' r '., i - . I i�•J I +n'_._ - ,r. e i w-E i ,i ,/iYec Tee lrlem w Me I• I - 1ja �;_ i; •hf Oi � I li�I I � • a•• sa< err® �II i I I E meeA,� I 9P m'rlDei 8 � -•I�'�' NIwN. 1 4• I p QI�i�IAE I � Wrwa�TR e auei i i �I I i i I WALL MQUIMTINIQ ���ALIZ i ' i ,•�1yrfpr i 1=6 i pv,t i SCALE_ 1/4- 1' r Va' e , me•'4i m Nr m oml i I AY4.w ' ,N rrr Auw BUILD -OUT MOUNTING INSTALLATION - ALTERNAM 1 W /e �r/nrr°A°Am /r w Raw • r SCALE: 1/4• - 1' ,: CFu IN0 k FLOOR IIOINIIi1N0 WALL is FLOOR MOUNTgiO IIWAUATION - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE aW (SECTION AT TOP IS UWfO TO +55.5-67.0 MAX. SCALE: 1/4' - 1' ������ N A.S.D. DESIGN PRESSURE RATING) WALL- 1/4' . 1' SCALE- 1/4• 1• 1 a rrw _ w I , r nr1 N,a,lm y' - MGM ' AN NNsy •� �P A 101M, a iLOOR MOUInm INSTALLATM]N - SECTION AAw�N SCARE 1/4• - 1' 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS \.! ••••••., j✓ UP TO +55.5, -72.0 p.e.t. AND PANEL'S LENGTH UP TO 8'-B'. `'Q y,�y�Q\.�•''�GENr4167% FLORIDA BUILDING t:00E N h Yeloei Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •'0'0 mum W. rr. PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. _ NO.s :.__ 20 GAGE GALVANNZED STEEL STORY PANEL ewNa: NOTE FOR COMBINATION OF SECTIONS: ST -'� L EC OGLOBAL PROTCTKNDUCTS. LL.C.'TOP t BOTTOM MOUNTINGS CAN BE COMBINED 1N ANY WAY TO SUIT ANYnl-+w LA: • / R10'+ `ss / i. ae, CAB,ewm 411mi, n ww wa,c (us)6w 7sy r' EmaNw-i=n 20-176 mmiew. IN, INSTALLATION. 'i `SIG Al �- hiN=rN upNNw'i WAI./WawTUE/DA+[ rA-aoon,a ..re+ ee.e MILTON A Tart }.. P.E „`+. r wWEt ,o ar M N1 CONCRETE ANCHORS COMPETE AN04M MR CO W0TE AAw: SEE SERMON LE ON SHERY L1LET IB 14: (SEE SCHEDULE M+¢r 1°M reAEG CONCRETE �� J �1"°rir., 1/4. 2./4. 2A�/4. 3/4 t2e 4/4 1, 2 h 1W/15amm_ 1. ZI t two/15 _. POURED COMORM J _T__ - .\ .. i- EOUPED H 21-111 Afflfl-HVIA-1111-1 1, I smu � _ m = , �R�ySHOD y S `tl 1tAlaN I y[.7 � TO oL TLMRLTRM q (END NrELI (r/IFN011 (RaFR10111 PA/Q) (PPEAKIR ,MILL) (ENO PA'EU TO °IA1w P I m aM3 �] I sue,: Vr at su IS ,z ,jr o.c I 1/4'e.l• MN>•E , 4•e.l• IARaeE yr wn. )r"- .{ s/s Mn case 9r s�e W� sPEtgwvls( 1 1 L II I Togo • 7, O.C. (SEE GET 2/ pD' ro • 7 )/2 O.G L o1EE NET , u � sa xr. z/,/) (ALTERNATE LOW" A Eau PAIRS) •,, / .yi Cm DETAILS ,/1. (ALTDImINRAFD CONCRETE! - I i ®� c o 'EPARLx�� (SEE DETR.e ,/,• Z ! 2/1.) a DDNGRETE : I /4, 2/4. 21/4. 3/4 a 4/4 I. 24 IW/is LOW. 3 iw/IS ALTERNATE LOCATION ON In SAFETY PANE/JJ/// I AREA w/NO LIFE smm PMiELS NOTE IBEL L Le. REGULAR PANELS w/ OR -. _.. LpCA,pN pE SAF[TY PANEL -J ( - - - W/O REG" TRACKS (SEE NOTE I wwnETE Al1eDRS :•/ .,,./ ;�,,, 8ELQw) ` LAST PANEL C1T TO � 1�TA40 AS (SEE Sm AMCE ON ID�GE OPTION &I LIFE SAFETY 51(]nM P/AfL OPENINO E111E1 SHEET +.) PORED, CONCRETE) (M1. CONd1�KN) STORM m1°iACS�TAIE ALLAl10N/ WTE.DEO rant. •IDURED TORE INSTALLED OR REMOVED FROM INSIDE or STRUCTURE. ` SIM ,°; - �G ELEVATION WALL MOUNTING INSTALLATION WALL AND F100R MOUNTING INSTALLATION SCALE 3/32--I• SECTION 1 SCALE: 3/8' - I• - SECTION 2 SCALE: 3/8' - 1• r-• my ®®°• t • Rix 1% _ NOTES ON LIFE SAFETY STORM PANEL SYSTEM INSTALLATION-; 16 ` 1. LIFE SAFETY STORK PANG CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANG) 1 (A - OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B SEE irean PANELS a �rL� P"Aln1AO'E'p" LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGMAAR TRACKS.) SE NOTE I) 7. LIFE SAFETY S PANEL CONSISTS OF MGM" GALVANIZED STEEL STORM PANEL A5 SECTION B-B PER (p CL AWT . SHEET 2 OF DRAWING. SCALE 3/32"-1• THIS PANG ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. ,NNiI{NIIIMNe !. LIFE SAFETY PANEL REOUIRES TOP TRACK TO BE COMPONENT! BOTTOM TRACK TOA�P.,TiL(/l eE COMPONE®LR k/�®As E'ER SHEET 2 OF THIS ORA'wl)K. .,Lf(.............✓ Z aN�a SFEETY NES IwEI% DDE.AAU.ILS OR Rt 2�Orl MOUNITED SHEET 14. FOLLO,WNG SECTIONS , ! a=�3V : `GEN� f •.� 4. Min LENGTH FOR COMPONENT ® is 15' - • V FLORIDA BUILDING CODE HI h Velocity Hurricane Zone M. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVENON No.* - amo nnm Pt 20 GAGE GALVANIZED STEEL STORM PANEL Dlaw SCHEDULES ! 2 SLEET 14. 2 #, :,-91. COMPONENT MAY BE PERMANENT OR RDIDVABLE. ATE a _ m 5. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BULDMCS ON SHEET Is. ''. %p •• OR�.� - - ? �L E UP O ENe. GLOBAL PROTECTION PRGDw..>. LLC. DATE 6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ` ih SS N ON �,xPeNRUIPPIPPS INSTALLED AT TRACKS INSTAL'ADJACENT AND BEYOND TO SrUWG/WOOo BANDS, 4rpr A uP , � �P. .�Roe� _.D1r PONE: tEs.>M-Tsa. FAIL tls.Meo-E7n 20-176 NIW'A a-OOGNIG '•m r 6. V�r r WNwD Ne: Pr 56A1./1YeMn11[/MR now Lk. f "1117 WTal A TLUT }.. P.E eY'a - 1RLL2T I) IN H MAXIMUM A.S.D. DESIGN MAXIMUM (W'LIO ONLY FOR PRESSURE RATING .a.fe) AND CORRESPONDING PANEL LENGTH 'LW SCHEDULE !(4 eISTALLAMIS AS PER =TOO 1 THW 10. ON SHEETS 4, B ! 6) _MAXIMUM A.S.D. • pLTID W/ ,/L•P-[Ot• ss. N9 A rRMiNT AT MOW r IQFNOM a PN[L DESIGN PRESSURE RATING .a.fa AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & QINSTALLATIONS INTO EXISTING CONCRETE r!< CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS IQt Q•ISTALNATI@B AS PER SECTIONS I TWU 7, ON SHEETS 4 t 5)APPLICABLE TO 1�NNNNNINw.. IS aap�k„ ....f/j✓ • \CENSF ' a}E'3 FLORIDA BUILDING CODE (High VNoci Hu cone Zone • NO. 4167 e� TLRm, INC. 20 GAGE GALVANIZED STEEL STORY PANEL. FP T ST Of-"� DAMON W. .fz 1L GLOBAL PROTECTION PRODUCTS. LLC. ECOINC. ,,oA•.Fc toP: � FSS� . . • YDAML s•._ MI. 20-176 Iw ti r s re.n l+eoa N D+r nDAE (ax)w-Tsa, rAY (F61)ew-nFT aMw+6 Na sEAL/Ie,r>wE/aaE G-060F71Y err. r �� r (WATER A DIRT }.. P,E n-w - - N IMM a a TF ED' cotf MAXIMUM A30. o[ �nl�ss�s Wx. IiNGiM ePAM1IN SETIIaiION -To m aAss PAIICL mlanoN or Teal +ss3, -72.0 7'-r OR LESS 3 1/L' ,/+pyTm 1 TMU s r T .saD, -Tao ,7•-r ro av- Mp. :)/4• IAeOUED , tHeD a r T .60.0. -7J.0 >r-r ro 11'-Y Mw. 1 1/7' ••�� • .Lla, -16.0 IY-1' OR 1J35 J 1/2' • •0.,��'D1 6. I • 10 .IAKRAAI AS.D. DE]IGM �,P�IPJReCM) PENITINVION AT eN1411A AIMe.GIIS TItND FOR E0..) 1/2' � aFCTla6 / k 'w'• �TNM1 WmAM PANEL uDw'rN 'L• (n.) TAPCON a TM -CI? GU-N N�MIW[ raWE a PNRIYAT[ ML• ro O011dit[ Co6Ne�E1E ro mNGREE 10 exN[Rn[ CONCRETE m m[mc � ro c°IKli.7[ CONCRETE r N/A N/A N/A 6' N/A r N/11 •' N/A , MP) a• s• N/A N/A e• R. e• r a• 6• 1 (BOrldl) •• N/A N/A N/A i- N/A e' N/A 6' N/A , (,�) r MIA N/A N/A 6' N/A S' N/A e• N/A 7 (eema0 .36.5. -710 1' N(A +1/A N/A t' N/A r N/F ] k 1 (TOP) � 7'-S' w LESS OR eL53 e• S• N/A N/A a• °' •• a' e• 0• 3 (cane" 6' N/A N/A N/A r N/A N/A N/A 7 (TOP) N/A W. r 6' 4 t 7 (eOTfOM) N/A N/A 12 1/Y ,2 1/2• 6 1/4' 6 1/4' a ,/4' a ,/.' S troP/aOl,d1) SEE 6HQTe ,o k 11 M A!e>UR6 lYP[ • SPACING ref 6BallAD.6 •/ro 6D00 R411[ elLeC LeI1Rl1A1 AIa1GR lPVODS AND IMRA EDGE OMnIC£ ARE •OGTm W 116 70EDIRL FOR [A. L63 1NNI aDCATD ON 9e�1R[ RFpLE ArCd fACW sY YIAItlNY•D SPFLwD S,De de SCHEDULE F FIE ra)owRD FACTORS. roe Iles aPEWATUN ro K PO8IM6LF. esnutFD swc•Io OeOeEo IJIwO FAI'1011 s1uL IDr eE Las 1,MN ,N,NeaA SeRGND INDrATm rTw O,ae ANCHOR HYPE AT ANC,eef LmDD. A11e1011 TYR ,/••• areal 1/1. n ,aP-w ,/r. ;:4 t/r. ,tnK-r ,/s•. asI1P6C rw Now anWNs tN a ) a a : •n a •rw.ww,Rx IIMeIAy a a ) a I )'n u fv o..r ,Ir ON a a a +n a ,n ) 'n Aeel d � erwsq RNCIOI r - a, ,m ,m 1/r ID.. S/r Low M M &Jb" W/ ,/4'P-204' S.S. MIL e 6 1/4' O.G FOR PANEL LENDING NIP ro S'-O' AND 6 I/C O.G FOR WIDTHS W ro r-r Mw. OR H`L 10 PAELWTE FEMALE 0 OR PAIELMATE PLUS e 17 I//YY O. c WM4 11/•r Y1n. THREADED PENLIMIUN ro HEADER /DR ALL UINITIE UP m r- , NIP. S/r 191E eWAss eUSr•NO FOR ran LnUnc LP ro r-o• AND e 1/r O.C. FOR tneDE tr ro r-e• M•.. OR /14-10 PPNE)iAR TELAE D OR 1/ways, URIC PLUS 12 tc IHn, , UIOWen, M E>M•D a1000 PUT[ rort I' I �A: I' :I I ALJLMATM L LENDIHs to ro r-r Mr. STAB 7/B-1' Ear A M7 ED RSMW CHEDULES SCALFOR CLARITY E INSTALLATION DETAILS FOR REGULAR PANELSC1i dE C1 INTO EXISTING WOOD STRUCTURES �i m ele,aW NOaO HWV00L �, 1 Art �•r''�� I,; t EO � I' w .I EO- i EOI Eo� � m L- 1 1 1 1 PCOIrm Pace � mooLow 1 = �i�LiERY�I!(E1Y1 f� �����w SCALE 3/9-1' SCALE 3/e-1' 1 sEE m n�'w ° TO alas. j rTli°ro`f.�r i I I eAvxv + r I � EON- I Eat II d I- I to 1; EO - 1 CO!EC) t E01F / no•- ,I •om rWx ReaRm 4 Ceii Web • r 0. ' i/.ti um saw" e r oc r I - - n Mn aeWA® raWl•tl�ee ALTERNATIVE 3W ALTERNATIVE 4W 2 M' PLATE • ImaDrH aF ,SAC SCALE 3/8-1' 3/e-1- w... ..w.... .... ..w....-.w.• NOTE : S.A)iiER TRACKS PIOT SHORN BOIIt: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS,O. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'-8' 2. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COYF6NATiON OF SECTIONS: TOP !BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. STUDS 0 EVERY 7- sruos a EVERY ovFF6.Rv (12 1/1. D.C.) TO )RxD PANEL (9- Q • JI. TO SCHEDULE MAXIMUM` owRAP TO HOLD PANEL- 3/0. Min. (EASE Q t _. 3' Mn. (CAGE R) - AS.D. PR°tsMI "suiE ..r. TAN+OOM or IAA-ar au-« FALRM+rz InwE o wnwn rite •PwcAaLE m mLeeAPTnN lY >H' 1nN¢r tP(nj m comic ro oRETE ro coN wcTc m coN ¢Tc ro ro BLDCeI CONU[T[ 6LOa COMrJEi[ BLOCK f1Dtl1 tDat 8• N/A N/A N/A 8' N/A e' N/A 8' N/A t ! 2 (TOP) 55.0, -72.0 9' 7' 9' 9' e" 9• •' 9' g' g' t (BOTTOM) 5'-0' OR LE55 +55.0 -71.0 8' N/A N/A N/A r N/A a' N/A B. N/A 1 ! a (TOP) TO 7'-IY 6• N/A N/A N/A 8' N/A 61 N/A a' N/A 1 ! 2 (TOP) B" /' g• 6' B' 6' 6• a' 8• 6• 1 (BOTTOM) MwaAn Asn DESIGN PR6SURE wtaD sl. I PR• IS a/a• r. reaM la or N•Mj Rea . cm r Len nlll a or .IaE) APPLICABLE TO SECTIONS If! COMBNMAIIO Of THEM MAXIMUM PANEL LENGTH •L' (R.) , - at +49.2 -81.5 3• ]' 4 t T 4 1/1' 2 (BOTTOM) 7-8' OR LESS +sae -se.o 3• 3- 4• 4• 2 (BOTTOM) 7•-6' OR LESS +53.0 -71.0 2 1/2' 2 1/2• 1• 3 1/2- a (BOTTOM) 7'-8' OR LESS +55.0 -72.0 2 1/2' a 1/2' N/A NfA a (WTTOM) 7'-6' TO B'-O' +55.0 N/A N/A 3' 3" 2 (BOTTOM) 7'-6' TO e'-a' FLORIDA7. DETAILMAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATn8 FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STIR /4' _ SEE SEE = -INTERIOR PANG -ENO PANG 6 SCHEEAE sl>EDULE i Px FOR --�-. pJ FOR - J' -I ' No, ANCHOR MOi ANCHOR ' sPAcrD SPACING. 1'-3' Min. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) sFAJE: 3/1r . r MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.)_AND CORRESPONDING MAXIMUM PANEL LENGTH WL` SCHEDULE I Lar r m errTIOHs , t z erry D FOR rr ORM P fL SYSTEM ON SLEET i!)- ? No. 44167 NDINDIAMM LAL OK MUM R �eE41bOIN6 Ma Malpp..'tILOM MeeBee feMeTe>I r.Ma I 4.N.7 t>Q INI:tIGIW) D eASS olsmlel .eia -7ae rd x)/•' ,AeFoum >EF SIwET is FOR ANaIORS 1WE • SPACIND FOR a1SGLLAlTe6 MO tR>00 FtYE elAO.16. .RIMIN ANCNM SPAUIaa ND Y646MIAe mR DETAIIR ARE •NOK'A1ED ON IHeS 9eEdAE. FOR [D. LESS 1HMN tOaTF9 ON SCMEOML RFDVCE ANCHOR SPACING !N MULTIPLYING !KM 1rI01TN W SCIIEOMII[ m THE rOLL011Nr FACTORS. TOP T1e5 OPERATION TO et POSSIBLE. Rm11aD 4PAd16 OBTAaMEO 115•ID FACTOR 9N/LL NOT E HAS LIMN MMeeLAIN SPACING aDmDEO FOR EACH MVCMUR TM A AIIasORB ILOETD. / MAXIMUM A.S.D. DESIGN PRESSURE RATING (os.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS n & dib INSTALLATIONS INTO EXISTING CONCRETE �( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELS 1Ot ®INSTAL1ATIOr6 AS PER SECTIONS 1 11NRU 10, ON SLEETS 4, 5 t 6) ANCHOR NNNIINIIIINr A, r ��: •'•uCEN � `�' •�� „{ * N0. 4167 E °'m° "'s'°• INc FLORIDA BULLRING CODE NI h Velocity Hu 20 GAGE GALVANIZED STEEL STORY PANEL cone Zone 3 :�••• Sr '*i ' AL PROTECTION PRODUCTS. LLC. .eOG ir. s, SIRE. eer, o: ' • � a Rry S/� � I' x.. a s ..o.r ererlt w n,r ntorE: fgOew 7s F�ii:14(ie.)era-eTrT N'r aeR wa I�19 teoq 4n-,D, 20-176 yl/N11N �.e tiRNI1q N•: $ yrA/p101MTURTVDATE wfLTOI A 1IN }. NI P.E r'M MAWIIUM ILANraIY ANe101e SAeLT110 FaI Ea. - S 1/1' - AS.D. DESIGN TAPCON ? TM -Olt► CNN-W ►AIE1aM1E FEMALE ID ►A4wR PINS 901A SET APPLICABLE ro secTUxs / r MAOMIAI PANFa PRESSURE �� jPaT.) m cnIrJE1E ro eonoETE BtDlx ro CONCRETE ro CONCRETE eI.00K ro eDIKJETE ro CONCRETE iDGt m e9NCREIE ro caT4rnEtE i.OG ro CONCRETE m c9r.rnETE lOCx ro coraEtE ro Ip11CPLTE •LDa ANY COMBINATION OF THEM LENGTH B' N/A N/A N/A 8' N/A 6• N/A 6• N/A N/A N/A 1 (TOP) 6' 1' N/A N/A 8' B• e' 6• 8' 8" N/A N/A , (BOTTOM) B• N/A N/A N/A 8• N/A 6' N/A c' N/A N/A N/A 2 (TOP) 8' N/A N/A N/A B' N/A S' N/A 5' N/A N/A N/A 2 (BOTTOM) SS.S, -72.0 a' N/A N/A N/A 6' N/A 8' N/A 6' N/A N/A N/A 1 t 4 (TOP) >Y-5' TO B•-8• � LESS 6' 4' N/A N/A 8• 6' 6' 6' B' 8" N/A N/A 3 (BOTTOM) e' N/A N/A N/A 6• N/A a' N/A a' N/A N/A N/A 7 (TOP) 6• f' N/A N/A G. 8• 6' S. N/A N/A f ! 7 (BOTTOM) N/A N/A t2 1/2• 8 1/1' t2 t/2' 8 t/4• 6 1/4' 6 ,/4' 6 //4• 6 1/4' N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A T2 1/2' B 1/4' 12 '/1' 8 //1• 6 1/4' 8 1/4' 8 1/4• 6 1/4' N/A N/A 8 (TOP/B01T0M) 6•-8' TO 11'-2' 58.0, -72.0 N/A N/A 8 i/4' N/A 6 1/4' N/A 8 t/a• 6 I/4' 6 1/4' 8 i/4' N/A N/A 6 (TOP/BOTTOM) 6'-6• TO „'-a• N/A N/A N/A N/A N/A N/A N/A N/A 8 1/L' 6 i/4' 6 1/1' a 1/4' S. g• Ip (TOP) 43.4 -46.0 6' 4' N/A N/A N/A N/A N/A N/A 8' 6' 6 1/4` 6 1//' 9 (BOTTOM) OR 1.E55 a' 4' N/A N/A N/A N/A N/A N/A 8' 6• 8 1/4' 9 (BOTTOM) 12'-1' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 ,/4' 8 I/4' 6 1/4• 8 1/1' f0 (BOTTOM) s¢ arErs +a „ AND ,= FOR ANGDIK TYPE r sPAc•D FOR INSTALLATIONS a/To wood FRAME etALDela. IeIUA/Y ArRxUR TICei0.5 AND IfIHMN TDOE DISTANCE ARE rlprAlED ON THIS SCHEDULE. FOR Ea LEA 11NN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING F eRAT1PLYRD SPACING $,NOEL ON SCHEDULE W THE FOl1.Onelr: FACTORS FOR iK5 OPERATION ro L POSSeIE, REDUCED SPACING 06nerED USING FACTOR svNL NOT � IFSS THAN IAeDNW 9PACID INDICATED FOR EACH ANCHOR 1NT[ A AIIC,IDRB LEGEND. TAOON a TAP-eM - AW°� DAtK-w s9tD->tr w A1ICNGR I1„CeD DrJ a a a a •4eeemTANe alAler DH.) ) a a a a ) ,n I.A,ru oA.r. er 0J ) ) a a to ) ,/: AL11R la i�t 6�e/)Q ► R'C T O R : 1n• - - - - so m Au - a , INSTALLATION DETAILS FOR REGULAR PANELSCI� dE CtA INTO EXISTING WOOD STRUCTURES /1h10 PANELMAI[ PLUS 'i ihi0 PANEIMATE PLUS ,h19 PAAELLLAIE PLUS - - -$ '�• � a 1/1' O.C. W/ 1 7/e'---� a I/4' O.G W/ 1 7/8' j{ TI'IR(AQED PENETRATION ro - T♦gEADEp PETNEYRATION TO w00D NFAp(R IIREA[ED � INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/4'• tAa x+Eas • 6' D.C. ./ INTO EXISTING WOOD STRUCTURES . , ,/x Mn. D.EAOED Ip•IMTNIN ro 1zasl►D woo° e,u4KR Eat I9R i I I I b"Det1i�°G � ALTERNATIVE 1 ALTERNATIVE-2 TO QJeWt] I.0 I I I p eQ I � EOi EOi ON EO I EQI ` L._ I rood PLATE RFDUYED .. WOOD PULE • 8 Gene, ALTERNATIVE 3 ALTERNATIVE 4 rIEDIIIED 1/IY LAO srAElrs • r D.G W/ t 1/7' Yin T1sEADED PDEIRAnOM 011 /11.O.d/r Id10 IMffi e11eeMO W/ i ,/4w1ar S.S. Ms • r or. OR „A•e-20 oAlaawT[ rowt D OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS PAEuwTE P,INs • e' fGlt S/Y . ,• TlwrAOFD PEETRATIeI ro •GOD IM1E HMGIE 51A11EA TRVLKS IDI SHORN' FM 4AIWtY CD CD cia CIO WALL MOUNTING INSTALLATION ALTERNATIVE 1 W1 W ECgS ,. eNSUwitUN$ ARE ONLY vALA FOR eLAn as .FILM As.O. DESIGN LENS w ro .sss, -77.0 Pel AND vA1El•s LENGTH w m r-r. z. FOR iE NNEW P. '71°w°D/ s� 1c�ce'"`�`a oWOOD �M� To eE wurNCR., -6-A L � _ � O U O � N � O O � � O � � O LL L Q� L I� iJ . i_ V 1Cn a z z w J L I_) � i tt3 � -- (� •o O O ¢ L L � � � W W O - - - I I I � E111 111 1. 1- 111 '--1- 1- -j I - L-- Il r111L.�IVIWMIrIT ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 R 20) r MAx 3An7. Wt7, eA/la So?. WIT. 6e/l4 3 MAX. `' MN. W/l9, TAW/n • 111,010/20 �or/It, 79W/19 8 68W/70 I• M_IH. D.M.Gr 4O b O 0 0 0 0 0 T� IL! I I O•� NcuA PAIL LIFE Butt• T P. �. Imo• w RNR a' ••ICI NU1 ,NASNW AT -{. {I , P 1 e. ,1aN • LIFE SAFETY - 1 PNEI, SO7f0M COI•QS D.Y..®•r�- - .. 1 ` •w•-'., .WMr HIS A, 3;-MAX W/7. W17. Wt4 R99 IWB k•�~' WnU/ a. 3- I" ML W/l4 7AWh9 III W/7D 41 !WW/20 YAX- 1• . ANCHORS (SEE SECTIONS ON SHEETS 17. 10. 19- OPTION 2 FOR _LIFE SAFETY STORMPANEL D ELEVATION SCALE 3/16'.1- ,/.• MARK •,V �r d 231E I ' 9!�.-waE n+M � ETY PAKu SECTION A -A SCALE 3/16•-I' IMM 1!1II17w.1w1fl9jm 11 *1 Lei I'm IN I X - B► I"W5.41TIVITIMM I I MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft.) MINIMUM SEPARATION PANEL RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-8' 2 3/4- UNBOLTED Y• Mo. PANEL LENGTH (SEE SCHEDULE) Hurricane - INSTALLATION IZ4• TAPCON ANCHORS DEVILS FOR OPTION INTO EXISTING POURED CONCRETE --_44• TAPCON ANCHORS #2 FOR LIFE SAFETY STORM OR CONCRETE BLOCK ,14' TAPCON A/KAIORS PANEL STRUCTURES SYSTEM /4• TAPCON ANCHORS • 9' O.C. O 9' O.C. _ 9. O.C. _ • -9' O.C. POURED CONCRETE _ OR CKRE 9LOWIRED POURED COMCIEIE. BLOCK REQUIRED 1 .. POURED CONCRETE _ A O LEI OIKRED ,j POURED CONCRETE; BLOCK REQUIRED ,j \ I/1ONCRETE ' � (t 1 4, ED4 Max.r \ ED• Co.* - -1 Los .{� .M. - VNwd A a { Tt v ± I Yn OIRAWM11R• A ..� Ua q - {I.M fP'/IINIW 10 I �a YM VIMw• W /� R vAo Ma w o 1 Wcm , , ,Man ra SAW"" E705>u,-j GLASS £krSTIMzJ It WG A E)OSONOJ I N W CLASS I GLASS z r qwL­ i I n4rt. �'; I 2diT. EOe .� E.O.• ED• E.O• •, // ta'7/e'P 1 /2- 14'f-20aJ/4'S.S. M.S. W/ r- .. Y/e'a3/32- WING !12{ 1�4'P-20.3/4^SS, M.S. W/.. . 3/32" WING NUT`•^^ NUT wvSNER 7/e••r.T/3x- WING NUT WASHER . WASHER O 12 1/2. O.C. �•� MUI WA31#R (BEYONp) .. 14' TAPCON ANCHORS _ _ 11�4' TAPCON ANCHORS - 1 4 TAPCON ANCHORS �4 _ - 1 4' TAPCW/ O 4 1/2. O.C. (STAOMM W/ SLID) 1, 4 1/2. O.C. (STAGGERED W/ SAD) 1/2 O.C. RS O 4 1/2' O.C. .__ -POURED CONCRETE _ _ POURED CONCRETE _-YOURED CONCRETE FOURED CONCRETE _ _-_!lI OR CONCRETE OLD" OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE BLOCK REWIRED WAU SECTION 3ASECTION REQUIRED 3B REWIRED WALL MOUNTING INSTALLATKkI SECTION AA WALL. WAUSIED MOUNTING INSTALLATION O REGULAR PANEL SCALE 3/8'-1' O LIFE SAFETY PANEL SCALE 3/8--1' O REGULAR PANEL SCALE 3/8--1- SECTION 4B O LIFE SAFETY PANEL SCALE 3/8--l' 10 • 2a FOR ANCHORS TYPE A,upaxt mom Ift - 1/4-• SMSEE iaM ln MR INSTALLATIONS INTO 1OOD M\ ll•YSR SMrr N 7 FRIIE elEDN6. EVIE DI AIIrM SPIGSS A,ID MINIMUM CH FOR ARE ON THIS •aIr•NAv OIIrP.4N �) 3 AL LESS SCHEX" FOR E0. Lai 11MM NPG a,D ON IEDUC[ ARENAS SMGNO dr •a A,►t p,�, y SPA s A9R9L LL ISOIaR MULTO VI SPACING STO'SN ON SGHRORE THE EY FOLLOWING IS N THE FGLTOIBE OSOKFACHN6. FOR REDUCED REDUCED OPOGW➢N TO K rLUC 1 fin' FA SEINING OBTTHAN1 MI MUM FACiG SHALL WA MDT- FO tA4C THAN MINIMUM 9MO1C NpGTm FOR EACH ANCHOR TYPE ON 116 EOIEO,AF 3' 3 ,n• INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -- _IZ4' TAPCON ANCHORS 14• TAPCON A*>IOQS O 9' O.C. IS 9. O.C. POURED CONCRETE __� POURED CONCRETE ROR EOU BLOCK 1 WOO pRETE 1/4- _IIOK- F .. E.D.• �. , i EO iN �/Ir14-10.6 PANELMTE PUTS W/ • -7/6'• . 3/32• WIND NUT WASHM ,16 1/4' O.C. tKKAMED CONCRETE OR COMPETE BLOCK IEOUNRED WALL MOUNTING VALLA71ON SECTION SA O REGULAR PANEL SCALE 3/8•-1' SR SHEET It • 20 TINT ANCHO 4 TAP[ • SPACING FOR NSTAUATIONS MO WOOD M mOA smosm 3 7 RPAS WALE* . MINIMUM ANCHOR SPACYIGS NO WOMAN OW OWIAMM ARE ICATO ON THIS M •I•W •wNs w•„ 6+) 3 7 SGImAE FOR ED. LESS THAN 04KAIM OM so4m" OEM" ANCHOR SPACING T MILTMLY•O stKMO 9ONL ON SOwasIAE OA ArH 0•a.N eLr Pa 3 J 1/2 RooN. Its mi mum" now SY M FOLLOWING FACTORS FOR THIS OPOMTCM TO K POSS LL RmlxfD , ,n• _ --- tM•IG PACING SWLL Mtt SE um THAN m LASS AN O MINIMUM ION IN •IdGRO FUR EACH ANCHOR TYPE a t146 9GEDIAE 2 ,/2' - - Ilr I [14-10•0 PANFLMAn PLUS W/ . 3/32• WING MR WASAW (BEYOND) ._SOURED CONCRETE OR CONCRETE BLOCK REQUIRED TACT MOUNTING INSTALLATION SECTION 38 O LIFE SAFETY PANEL SCALE 3/M., Nurricane N C- Cu 0 L U N N I- 0 .� cd U -0 N 0- O O C L- O O O '� Cv LL 6,- 0 ��t C V > An In " 0 � m 0- CV -0 .� U) Q a z z w J INSTALLATION DETAILS FOR OPTION #2 FDR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL Nrrtst VALIQ F-7 HANG STOM PANEL 4 YSMd INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E_D.) HAS BEEN VERIFIED FOR COMPUANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 A PANEUMTE PLUS INTO CONCRETE - _ - - -- ACCORMOCE WITH THE 2020 (7th EDITION) OF Tiff FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4•. DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. 8.2) MIWAWI EMBDMET OF 1/4-0 X 7/8- CALK -IN ANCHORS SMALL BE IS 7/e' INTO CONCRETE. nl `I FOR A WINO SPEED AS REOUIREO BY 111E JI1R301CT ON L -- 1'S , �� / i� -.WOOD HE�-�� _ _ 11, FOR A WIND ONAUIY FACTOR KDI WHERE THESE SHUTTERS WILL K INWALLEO AND NO * 0-20 EM ODE ANY FINISH MATERIAL SHALL O ENDUED. W .� O i 0.85. USNG ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM AS.D. C'V - -s-I �' I' i s ( ) 1/4. 1-20 11 SOCWNK BOLTS USED SHALL BE LONG ENOUCH(1HOUlD ANY FNiSIM MATERIAL EXIT) TO - , 4'• TAPCOM O Y D.C.DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26. O / ' j _ 1/f'N TAPCON O 5' O.C. ENGAGE J/4• INTO ANCHORS. 1/4'• TAPCOM • 6- O.G 1/4'• TAPCON • r O.G- _ 1 1'• TAPCW O 6. O.C. 1/4*6 TN•COI O e• O.C- l4/1 1 2' MN. T}MEJOED r' I -W/1 1/2• MiR iTRFAOCD N ORDER TO VERIFY iF$ ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C� M - - "V//I 1/2 YN. 11eEA0ED i _.-.W//1 In' MN. T1Y6AOED -t�/f 1/2• WN. TwIFADED1/2' EMI. THREADED II P 710N AT HOOD PEIIETTRATON AT WOOD SHALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B"3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS FOUND ON THE EXISTING WALL 1 1 PENETRATION AT WOW I PFil/RA10t/ AT WOfX1 �' .I ! PENE7RAi,ON A7 WOOD P[IE7R,tllO1 AT w000 H V FADER HEADER ro COMPARE THESE w/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S R 26. ANCHORS SHWl K LONG ENOUGH ro REACH THE ION STRUCTURE BEHIND SUCH PANELS. ANCHORAGE / HEADER HEADER HFA001 HEADER WILL BE AS MENTIONED N 6.1) AND IN e.2). -J IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TIROS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE O CO In• !/Z' 1/4'1:10 ,n• 1 4 - 1/2' , 4 , /' 11/4• I�AADE STRESS FOR WIND LOADS WAS RM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN ! tMoa. ' MI•A �; 1//4 '.� JMa. .--..-_-_-T11�_ IN ACCORDANCE WITH N.O.S. 2015. (C) ANCIORSS � BE INSTNJiD FOLOWING AL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'SCA- 2 1___ 1 ' y. i_i2' T-"-__._7WOOD HEADER '',2' I STORM PANEL'S ADEWALY FOR IMPACT APO FATIGUE RESISTANCE HNAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF��71 L.-y ul WD00 HFAO_ ERRvi_% 1•n. .(I� 'Min. �� REWIRED - M"' (j f�,REQ IRED ^ , THE ABOVE MENTONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPOMSIBRITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRIRE WHERE SHIfTER� \y®9WTAS202ATIS TO BE ATTACHED TO ISURE PROPER ANCHORAGE. THIS SHUTTER ANAL ONLY BE ATTACHED TO CONCRETEBLOCK (n 01COINCO/R 2. THIS SYSTEM IkIS BEEN DESOAED ro BE eNSTAtlED ON THE OtitStDE OF THIN OPEwING ACCESSING tiff OPENING FROM THE • ..'T.� INSIDE W/O THE USE OF A LADDER OR UIT. THIS APPLICATION M VAID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WK" REMAIN IN CONTNUOIA u Lr L•. SOIwwoL © L FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 'EL LENGTH GLASS (� p •L• M.. IAA55 (OE fa ItE _trot 3. SERIES 1000 INSTALLATION K APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOI/MEO TO BE LENGTH ,ll VICE SONDIAJE r ' ( SEE HOR .L. PANEL l ) w SNm ,n 13 STORM PANEL INSTALLATION ANAL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING - ro r/ag BELDI,9 A (KLOIY) Mnm>7aI61Or , (SETS NNGTE T - (SEE NOTE Ex1511NG ON SHQT tq SERIES 2000 __�GULATOtS PROVIDED BY THE JURISOOTOI/ WHERE PERAIfT IS APPLED T0. PANEL 1I SOL •; PANEL LENGn, -__ - - ANEL lE ' I µa S - PERFORMED FROM THE INSIDE Of STRUCTURE 1IN belt NnEXIST 5 APPLICABLE TO SINGLE AND DOUBLE ----.)a bell 1n 1/4Y-2a1•_= - - - pt1g5TI� ON WQT t6 (SEE NOTE , 1- MOs. ( )MASSING �, . - , SEE NOSE t am soatt" R -'_- --,96 L P 1' MA•KLOW') 54 M W/ (SEEPANEL LENGTH NOR 4 INSTALLATION REQUIRED TO BE PERFORMED FROM THE INSIDE OFHUNG IOTA SL%DENS STYLE WINDOWS WHEN14 ATR IUM WINDOWS AND DOORS. NC. E - Z HANG STORM PANEL SYSTEM'• IS GLA �7 i -TTtAiEi to M3/12 11 { -. _ / / _5. AL N-11111NUM EXTRUSIONS TO BE 806J-i6 N.LOY AID TEMPER. UNLESS O7NERYASE NOTED 15. (a) ORPRODUCTH4TON FORTON OOClR1EM (P.EL.TD.) PREPARED THUS WEER S GENERIC NA NOT PROVIpE )}) I 7 I • 3 32NF A fTE SPECIFIC PROJE i I.e. YRiERE SFIE TE FROM .EA. ` S• _ -. `,- ^- rtl'e' - - _ _ _ WING NUT I 1: 6. ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-H14 ALLAY. - •7: -_iA : - 6' (b) CONTRACTOR i0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF /1 __ • r jib I APOON 7. ALL STEEL SHEET META PANELS STILT HAVE STRUCTURAL OIUI.f1Y STEEL. ASTM A-6SJ GRADE SO Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.ED- PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON _{ I y{ o C. 1�7 I 1 r DESIGNATION W/Fy- 56 5 As! (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION THENT N SAFETY AT SITE E CONTRACTOR'S RESPONSOU Y. am. rHwIDE0 A PENETRATIONA r{•O: _� i I B. AL SCREWS TO STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL A5 PDIN I.) THIS PRODUCT EVAWTON DOCUMENT WILL IE CONSIDERED INVALID IF MODIFIED. .- 'MIOLWOM (X PLATER - 50010 W/ 50 km YIELD STRENGTH AND 90 km; TENSILE STRENGTH ! SHALL COMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3.4-Q (J) SITE SPECIIC PROJECTS SHALL K PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL Vi BOLTS TO BE AS7M A-307 GALVANIZED STEEL, OR AISI 304 SERIFS STAINLESS STEEL, WITK 36 k•i MINIMUM YIELD STRENGTH. BECOME THE ENGIEER OF RECORO (E.O.R.) FOR THE PROIEC'T AND WHO WILL BE RESPONSIBLE FOR THE PROPER - L �••' USE IT ID HIS ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER 70 THE P.E.D. ENGINEER, SHALL __ L-L_ 10. ANCHORS 70 WALL 5HV1 K AS FOLLOWS: SUBMIT TD THIS LINTER THE SITE SPECIFIC DRAWINGS FOR RENEW. a v7 O 4 (A) TD _TAG POURrn COdREM, ( CQ Q EO - ----- FA. - u E_KK e) THIS TMHALL BEAR THE DATE AND ORIGINAL SEA AND SONATLRE OF THE PROFESSIONAL ENGINEER OF i. f� 1/4Y-20.3/4•S.S M.S. W/ (EO �.- I 6• 1 4• APCON ANCHORS AS MANUFACTURED BY I.T W. &11LDEX R/C M f'c.3192 P-•.iJ � M//T. �' - p- `. , `, ?/4Y-20x1/4'S.T. Y.S, w/ _ 1/4 10 7/6' CALK -IN ANCHORS. AS MANUFACTURED BY DEWAT INC.HNC! (MIN. rc-J000 -F••� �CplT' ' IIING M!T -✓ --- _ 14-10 PANEUATE FEMALE ID • PANELIMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 10 STORM PANEL MANUFACTURER'S IAKI 5H1AL K LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - Q EO - I STORY I L .. 7 M313r WING NUT I - / :7/W/11 0 • �'i• 0•Jt II ?JaY . 3/32• WIG WASHER • 12 1/2 O.C. - ebASHEI K,aNO EO _ IONLpA10E YATM� CTON 1709.9"1 OF FLORNA BUIIDU/O CODE. O/FE LABEL Sw1L1 BE PULED FOR EVERY OPENING. > Ay_ NUT WAGER (KIOND) :• ( ) ' /6r• . J/32' 1VSIG NUT 1 7 eY I (f'c-13S0 p.•.L,) COMPLY WITH SECTION t709.9.2 OF THE FLORIDA BUILDING CODE. 1J _ 4 • RANCOR • s ac. _ - -1 ___-(374/A90ERm w/ BRO).C. Iff'I TAPCON O 6. O.C. I 1 Y YM. TIIIIFAOEO 7 MINIMUM T ANCHORS INTO POURED CONCRETE SMALL BE 1 AND 2 FOR PANELMAIE TST I. .� 1 _ Ii. w/ STUD) PECTMllO1 AT IODWDM 2•4' WOOS PLATE L 2•.4' WOOD PLATE / 3/3y NNO MJf A1) EMBEDMENT OF TAPCON 3/4' . W�i L//22'' W" TMA6ADED1/2TIOI AT THREADED ` OF MATE - REQUIRED MASHER O 6 ,/.• O.C. IEOUIRED -- WASHER • (BEYOND) FEMALE ID • ANEIMATE PLUS. 1'. , •.... �: PCIETRAiWWI AT M,dWDM - - - , ►E/ETRA • •� "--"`J" �� OF PRATE OF PLATE ... •--� ,- I 114-f0 PANELMOF PINY /lt-,0 PNRLMI7E PLUS " I' I - A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8• CAK-IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EYBEDMEM INiTI • - ANY FINISH MATERIAL SHALL BE PERMITTED. PLAN -"...- 3'te1• W000 PLATE __ D MATE /as• WOOD 0�6 1/T 4EA W 1 7/� I•. • 6 1/4' 0.e. W 1 7%!' WFOUNO) REOIARED MM. THREADED TXN INTO /-20 SS SIDEWALK BOLTS USED SNIAL BE LONE. ENOUGN(SNWLD ANY i1NtSN MATERIAL EXIST? TO ENGAGE 3/4' HIM""ALTERNATIVEREG E 7Aw O ULAR PANEL ALTERNATIVE 78W AT MIOWIDTH OF PLATE AT M,OWOTH OF MATE INTO . SCALE a/B -,' O LIFE SAFETY PANEL - ERA T!(4 ALTERNATIVE eAw AS) IN USE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR /• O REGULAR PANEL SCALE 3/8--1- WALL ALTERNATIVE NNLN WALL MOUNTING INSTALLATION FLOOR. ANCHORS AiAl K LONG END" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL �:' LAG [iL ERNATIVE RAW �.4 yNN III AL�py��1A/� �pAy � AS LIENTRNED IN AI) AND IN SCALE 3/6 .-1 SCALE 3/B•-1' 11•'- d•LiO0C6AS,Fr9i�27• yT T11(/l O REGULAR PANEL w �FP P' ..... O LIFE SAFETY PANEL s No. 44167 z 1 • ✓ (8) TO ExISTiHIC- c J2FTF a-� wu I - "� J/6'-'' y�P\ ��GEN':'➢ ' SOLE 3/6-1• FLORIDA BUILDING CODE N(h Velocity HLFFYIcane Zone *'• * * iIAMOA BUILDING CODE (High Velocity Hu can* tons 1. INSTALLATIONS ARE ONLY VALID FOR WALDMGS WITH AS.D. DESIGN LOADS :• v FLORIDA BUILDING CODE N) h Wool Hu cons Zone �. - 1/4- I TAPCON ANCHORS AS N~ACTURED BY I.T.W. BLmDEK, INC. UP To M.S.+-7LD PSF AND 1MNECS LENGTH UP 10 6'_8•. i e m, ITEM, Me rP. l� _ 44167 - •2mo nlma •c' FP" - 1/4' e X 7/9' CALK -IN ANCHORS. AS MANUFACTURED BY OEWA.T INC. (rm.1500 p.•.I.) •2mo n1E0D. INC. ND. 4 * 20 GAOf GALVANIZED STEEL STORY PANEL ? NO 20 GAGE GALVANIZED STEEL STORY PANEL �•„ _ I %O1•.• F( 20 GAGE GALVANIZED STEEL STORM PANEL FP 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD VENDORS TO 0E SOUTHERN ^ _ � - _ �• N: I. WALLAMNS An ONLY VALID FOR BUILDINGS WITH ASD. DES" LOADS z ,k : * * t- j ! 4-10 PAIELMATE FEMALE ND AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 101".: \�4L OAieAI p, PINE NO. 2. W/ SPECIFIC DENSITY O' SS OR EQUINE s* _g ...e--> p7ny2py UP 70 +SS.s, -n.D PSF AND PAIEis LENGTH LIP To e•-6•. _->_- a/�060 PRODUCTS (rm-2071 p...I.) �.-- A SP� 6 PRODUCTS, LW. - -0. ATE(1 AL PROTECTION PRODUCTS, I.I.C.AL E a,< TL E C O INN:. °tQ N N cLDBAL PROTECTION PRODUCTS. U.C. •Q ST 1 L E C O L N c. GLOBAL PROTECTION 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN -'% q FF I L� C O I NC" ''. yp •. \V•• � MDD S.W 6, s1RtET PINE Nb. 2, w/ SPECIFIC DENSITY OF D.66 oa EOLIAL •. D' OR10'�" iTJ ••O L 61 AIQT (^ TWJ�IQIINO a AW y0w'['ti'SS71. Yµ = • ANY IM2� NL 3M 4 �A Fn'•.. • AN1 ,kN� F. Ja3H ( 20-176 - FS ,.Snw �. ar •, r T4A wr 4Rms A N,r PND,C (•M)•eFT6N. PAe (•S•)OM-iA) 2D-17a a >L r m.... 4A1wRR A Ow PHItNl 20-176 �4/ lr O s. W- r s..r+rWWW. n fN4a nnH[: a•lsr-T3.6. WW: (W6.76w-W»T fM•)M-TN6, m (fI•MM-SANE r•--, Url In-tAr a.: O,e A-ta, NN•r. Ar r . LWMIINO NN- rAr.. 4a ,ew•b OR,.NO b. hy/ S N • E ,Ire m-,rA , IrW m-,a PZ / 4 �R CA-OODATt• Orr# WWr O11IA,219 •°' MILTat A TINT A.' P.E - a fiQ1 FI 0 » SSi • •pig N.- IIeH INS-- /IIIII IHMNI . scw JbWA/uR/DNE wM113Ir'A I-00°°wrT i•. Pt •P ,* a WaT N a » ///NHL IMN.'- PF. $AL/1MNnWE/DaE Wy7Ela t!• - SHUT N OF » N T _ COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG (SCALE 1/2-1' STORM PANELS 2.50 - -- -----.... - _ -- - --15 ,96- (TEAL WEIR) �- -- - _ --.. -. _ - - -_ - �' _. 2.250' - 2.991•- �• - - - -- - -- -- - - ..--t2.500- (OTECRVE WIDTH) -- - -- --`._ _ -" -- -- ---' 1 -- --- 1 r•-2.250---y 0 I /, --1.350' ...-1.350-- --1.3SO - �.\.500• r •i ) -----� _ _ ; _ .075' 2_500 Tm .075- 2.65r O.Ow MN. TICK GALVANIZED STEEL MDIYEDE---x' � EDG/ 3.500• 115 2.300- 2.2N'i 2 000 "2�o'i � TYP. AM A -SW BETAS. � � � EDGE alibi so YNwUw - --- ------ - -------------- -- 4`D.-_2.470•-�4 R�•1fj. 6.250 .._ ____.. _ _ © STORM PANEL 250 ---2.470' - Q REVERSED •h• TRACK O3 REVERSED MUM TRACK PANEL S END UP / •- W/ HEMMED EDGE. - T 750" _ . i-'- . J r `DIN .125•• h .L25- ' """NEB. - • • 1- T P ?" 1,750' r ISOMETRIC VIEW DETAIL A 2.o00• 200D• ROUNDED CORNER O ENDS Of PANEL'S -..-- I 125'.71. EDGE END UP W/ HEMMED GE J L.-2.000 _J (TAP•) _ _ -._ S' Max--__ 4O • OS © 2"x!S-(YOXj ALUM- ANGLE 1 1 4 YAOE 125' 6061-T6 Hum. ALLOY 750 055' (Trot N �iGEMSF l'� t- N0.44167 FLORIDA WILDING CODE (High Velocity Hurricane Zane f ATE OF - f� esma 7101[m ec. 20 GAGE GALVANIZED STEEL STORM PANEL 1�'er: O7 3"W(Max.) ALUM. ANGLE O STOP BAR , GRID-` ' SS/ ALAI _/ Y••4l IL E C O INe GLOBAL PROTECTION PRODUCTS. LLC. W/»/2m0 11' LONG 6063-T5 Aum. ALLOY � IIIIIINNI .T/.T,RA / • t on .::. aq . a. , OAR -on OAVTC n SU". �-176 w,axo fRe4)ee•-tw. rAn (te4iwR-W7aT ab.Wr RN NsrN. PL ffN./=erli•R/aATE fM-OOOt7t9 C.-ow" wK1F11 A TINT Jr., PL 1 t,N . •r S. 3'/24 a (SEE NONE 2 9DOA) t • 24 4. 24 4 •/ o• w/o o. ® ($a NOTE 2 INEL0w) 2'/24 1' 24 4 9x3 / / 3• Mr. / .: T; a cm NOTE STEW) 0 TACK FOR GOILTETIE AMLYDI6: sm • 3' sulmLla aM 9HRT 25: FOIL WOOD 3CIIEW 3•-. ,• Mln. IXNAHETE ANCHORS � rM. Sm 6EcmKs DM SHEET Is Mr (SEE SCHEDULE ON MAIM 25 1• Mn. A 2 " S. d) vz• '"-' -- "( ,n•-•- END Klp VY 1_T : MN 1 Ml 11 Irl _{ INTERIOR PNOW �(Rn 7m PAIN (INI[R A PAN4) 11-T-T-T--I- T1 60 X 7' -r-. - rr"Yrr* r � ��r-T - _. -_ IM 60 X 1' SEE NOTE L 3. 4 NEWS I I I T I I I �fwD PNEL) TEND PANEL) iNFEPMOt- PANEL) (NFET>K7IlR PAIL) - (M�EItlOTR i AIIEI) .. - ( rAnLU I BELOW I I I SEE MGTE; i 4 EMIR SEE 1 L I4 iOFIaW I t o � t• j t• t� I I 2 I� -_ - aaTm PNETs M-T I I I I J 4� P /4 us w/ ms I• I4j 32 /4'T«GM'r 1�L 1 II • If I J i- 1 L_ L+ t I i l _l t L 1 11 X L. N X t If• • • PAMEAN7E (typ) L3. • SEE ROTE . KEDW ...' , • • • .BEE WHINE sF .. (AL i we.. lcr49UF 0 MEET CoMON2ANCHORS, SIX3% FOR SOGG SCKw`.NLD ,• AT BE OR Tmn,n'- AT E7 �M7EP LOCATION AKELS) RIC SET.'ION6 ON SHE[t m T Pis ,r ` (,� 7F1011 ,ER NaIE 3 OR W/ ON w/a�.O . �T PAN(L O To BE NSTNIID AT EACH M 9kWi ALWAYwSS L[ 1 oPEMNc AWL ALMn K PROVIDED w// REM HANDLE 10 FACK12A1E NSTA/IATN)� REAR NANDIL ro FACKRAE rNSTAtLAT10M 1. TO K INSTALIFD FROM L SYSTEM X nrtErGFD To K INSGiLEO FROM E-Z HANG STORM SYSTEM INSIDE or "E - O� � Raw or snkcrlaL I 3/3r . I- W.. GAP -, /.• Atr. au , 4• M.- OAP / 1/4• r- GM - --- -.�,I •- t - ©w/ L •/o ©• © 1 TBRMIE UI•d1ON SECTION A -A SECTION B-B A tNO FAIELS) 7F/WE 3/7Y - i' NQ� ow" vw - 1' (1), DEFINITION OF SEWS MOO: E - Z HANG STORM PANEL SYSIEM CONSISTING OF PANEL + BOILS_: TRACKS AT TOP • PA4E1MATE PLUS OR 15• LONG (1). DETWrIDN OF SONS 200D. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + AT BOTTOM W/ PANELWTES. C-L TRACKS 70P • BOTTOM. (2), END PAWLS SHALL ALWAYS K CONECTED TO EO$jING SRL Rutl.L BY MUNS OF (2). f.(10 PANELS SN41 ALWAYS K CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANEUMIES OR, 6 USED I %Y W/ IS• LONG 'Q-M) TpACI( AT BOTTOM. ENb PANELS (6� SNN-L K PROVIDED AT TOP OF SM14 PANELS. AWL K CONNECTED TO W/ //4•e-2DAS/4 S W/ 7/lEIx3//32' CORM NUT OR 1//4'•-20.3 Min. YBSCREW NT7 TAPPED 2 (ixCEPT AS (3). M END PANELS ARE CONNECTED TO BOTTOAf TRACK. CONMECTON SHALL CONSIST OF DESCPoKD ON NOTE (J) ELOW). 1/4'P-20M3/4' M.S. W 7 6'h3/32' WING NUi OR 1/4••x3/4• Mln- TrNAI85CREw © INTO TAPPED BOiTGM LOCATION QF FASTENERS MAY BE AT EITHER OF TWO (3)" FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG F AT BUT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK x STOP BAR EXTERIOR FLAT FLANGES OF END PANELTT� , MOM BE PRONGED AT TOP OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK ILA, A STOP BM (4). FOR WALLATI04S WH04 END PANELS AND SOME INTERIOR PM93 S ARE DIRECTLY Is ONLY USED AT TOP AT LEAST two PANELS SHALL K CONNECTED ro BOTTOM TRACK MOUNTED TO EXISTING SOUL WALL MEANS OF PANEUAIES, ONE INTERIOR PANEL USING SPECS INDICATEDON MOTE (3) ABOVE N SUCH CASE. CONNECTION OF PANELS MAY K USED JOINTLY YI/ TRACK AZT ATTACTSNG BOTTOM TRACK To WALL 10 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION, W/ TWO PANELMATES FOLLOWING SHOWN ON ELEVATION AND W// (5). SEE SECTION 1'. 3• • 4- ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, 4x/,. EDGE DISTANCE. FOR THIS CASE• INTERIOR PAIR USED Y V/ {/yam ODES N,H11NNIMNV NOT NEED TO K CONNECTED TD (T2M)E BY ANY MEANS. TRACK 2 SHWL BE GKTALLED 'TO VEOVETHAR A�R ADJACENTLEFT aL RICHE SIDE OF PANEL) HAVE 1Y•' �(� A: �4jLy OVERLAPSBY �`p\'j.••" ' • ✓'SDI, '•:'� t=ylL; • ,)GENS FLORIDA BUILDING CODE h Velocity H,mtcane Zone . No. 4 167 - o7m• n1mo. •x. 20 CAGE GALVANIZED STEEL STORM PANEL FA- _ * : DAWN SY+ GLOBAL PROTECT PRODUCTS, LLC. »/2NG 'Qs STAR OF �¢.�e� W/ I�Illc. S r'' f P-• '1f'f01+_� lem ILA. 6, SINE ^y�iP '•. LQ 0 : \ / • AMY 0.VAL r. 33314 2M,r. t r >A vhrL •.e• n rrr $.w: (ie+�►-7IM6, AR; (p4Jlly-SfiT 20-176 'AiAFSs� V NA-- GAIN m-.•W . : a" r,_w, ON l /`/AN/IINNIII TA-0OOq,• AN. rWrA* I [MINING - INHALE L tF•W/MSMnTMREAMT[ w1L1U A lllllT J..T '.E w-eV ME/ T1 Or » INSTALLATION R�TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK NaMO[R ' c.•L mm Naas �11 ,' _ _ Sx _ Moos Q bfI s 4 O-4 bel aH \ 4 oNA aMs IN'bAam .:\ Trn ,2• we }} ) KrDID Q fi � � [A M� M FU rnMMR � 1 �' \•aFLfD maan� 5( �r� � J .. a (:' uiIIR °rbiaR:i 9 $ LF , .•Y-bil/.• i I~"t.o w d ` KLa ®,koP'�,i _. _ _. ... �-T- - -- , Haw R►) I 5 i tS¢ IInAI • i 1Oe i � - - - -- - 1 �• 1 I�Er1a•• 1 IS 1 i M.MFw/Ansaw i R I I I I try I I 1 I a 1 I .Ti I I 1 I j Z 1 TN s,elr ; •y-2A3/•' 1 tM:. I T- I R I SEE 9II,mAE 1 r` w `• FOR N6n. L yg4SEE $CHWULE �! I-I'OR w. 9[►MatOx 1 1®�� 1 � `4HI�r� �1 ' � 1 � �• DI � tDR°Ni•I,ww� » i ��� . � S I ro arise i � / LxAY slaw I i ok,WA I To aNa. �■d 3 dL ' r -,... / � I 1 �� a ,.,/,. ; w' r 42•.rr...1 I l �a 1 C 1 1 I COIOIPE p- SO�InSW �R ANL•Im j' r- ---1-- 1 - W/ar `' I 3 c- ,. n L I /, ' a*I/r Ms, %Is�.: ''; 1 PNI®�---E..--•;..-:.o-. •�1 �n w .o $UEK w� t/TT•.T/.u• ( -•/ N/e7.3nr •PM 2avr •mMlm -I r ra,.- .o rn a DarLwn[ DEr6.1.itl1/DI/.i Nxv(-�2Wr oD m ( _ A[0uw0 !pR 1 �OR9� mr.IMTE Naas / � /••r-OE/� 1i�(@ .n/R`•YYL' Sea Her , Not.) MA a bQT al At i*I Ran a)Y ( RSOWLIAt•a•--' ! / ((( �D. WALL AND DIRECT MOUNTING INST- a OWE 7n n WALL INST_ -i ENO -- O � QR TO CEILING MOUNTING INST. BUILD -OUT MO N N - INc* SCALE 3/e-1• - SECTION 3' ACTION 4 8 mum-L SCALE 3/8.1• SULE 3/6.1- S 1O V Q y�1O, '`,K 4 E r FIND . 4 a m 1d�NSE!! A a. (j�E�1MAL� ,ao�'O L 1boO°� EARS _ �1GENs N N0. 4416T i L_.1-- -- Rtll1T FLORIDA BUILDING CODE (High VelocityHurricane ZoneO �eW1�•IWOV1 NIIwAM E�"uA7°"•gO STATE OFF, i Now, n1mo. 20. 20 GAGE GALVANIZED STEEL STORM PA14ELn,: z 9'•. uL - moL De,AIKE < Q. SCALL 1UTAIL VIEW GLOBAL PROTECTION PRODUCTS, I.I.C. mnv2m. I O ANC T 1 y6D aw. S, snw MAL Per. amo ,mLi.�,TTN •n on,w Plat (•••)LW TIa rAx oAHN[®-6»T 20-176 cw-aomF,e N..� r r..r r aRPrO A,: PE. L,l/aOMiIME/awE SALiq A lWill A.. PE aM N-w _ SHUT NM» V J }^^ \,, W _( U) ICU U) CL CL CIO O ii W LU Q Z Z Q J SHEET NO. SH 1.2. III L 1 I III -- 11 I 11 - -_L II _ III I - I -- - - ---- I �I I- _� I. �!I1 41WI-111IIi_mjl- YA%YW ASD. I Yea. IeNpYTO SFPARI - STD ION +6e.a -75.3 70. OR LESS 2 9/16' 1 BOLTED • V. 2'. S. ,1W, 2TT As3`W .86.0. -75.J 70' OR LESS 2 7/8' BARD • A.a 4'W . / , 4•.-2o,J 4I' a WNGNUT AT OVERLAP a 40% OF PANEL LENGTH PANEL + -`:�. is }:. U:I . _ 1 . , . r.•;I: �"i•.. R,,,i t U ..'.r:A- _11.,`. R7.:7,. I+, ,Ly _ Lh '..1 . A.,..•I .ql ►.•, LA!:I311 A,r,, ll:i :N3l::Aa a a•. L. MAXIMUM A.S.D. DESIGN I MRAIM A14CHM SPACING FOR L D - 3 1/2* - APNXIRE TO �qie / e 11n C01eRMtOx OF THEM MA1•AA PANEL LENGTH %- (IA) PRESSURE RATING a,. nlPOONS CALK -I, PNIDyAE raw" D PAEMLaE PITS ro CDrNOER ro CONCRETE ro CONCRETE _ CONCRETE 12• N/A 12• N/A 12' N/A 12' N/A 1- As 2- (TOP) it' 3•• To- 3- 5' 4- 5' 4' 1. (BOTTOM SERIES 2ODD )+ 12- 3" 12' 5' B• 6' a' 6" t 1 ;r' ++ 86.0. -75.J N/A N/A N/A N/A N/A N/A 12 1/2' it' 2' (BOTTOM) 7• N/A 6 1/2• N/AL41/2* N/A 4 1/2' N/A 3' (TOP)12• 70' OR LESS N/A I 12' N/A N/A 9 1/2' N/A 3' (BOTTOM) Ir N/Al2' N/AN/A 12' N/A .' (TOP) 12• 6•,2' 9 1/r11' t2' It' I s' (BOTTOA) r LIMITED M 86.0 Pat. ASD. DESIGN PAQA% RATING, WSEE IYEET 2• FOR ANCHORS TWEE AT SPAC$4 FOR PeTALIADO S KID WOOD FIRMS RrD10 MINIMUM ANCHOR SPADWS AND MItlOM EDGE DISTANCE AK NOCATED ON INS SCIED.AE. FOR ED. LESS THAN INDICATED ON SCHEDULE REDUCE AIgOR TIMING BY MArPLY94 SPACING 3"0" aN SCHEDULEK THE FOL2OWNr FACTORS FOR THE OPUWM TO PC$Sa t NEOUCEO SPACED MEWED USING FACTOR HOT BE LESS THAN NOUN SPACING INDICATED FOR EACH 04>M TWE AT ANCHORS LEGERD. AMICINIMN T" _ 1/41 1/4'I IIINam 1/f1 t/4-I IWSON [ a1UI-a1 me, NNaDR SrIIOY pA.) ] 3 ] 2 1/2 AwNA.aHAga CrWAIIM @M) L) ] ] 3 ] wa AeH a.Awry - 3 3 ,/2 3 ,/2 . +MAIL to"MOI RWM 2 ,/S• _ _ _ 3a T I ,= I - I RAF I .0 31 - IRO - IO 1­111� v + REOWIES Ye,, 06TMU BETWEEN BOTTOM OF PANEL AND ® TO BE 1/2' 11//2 1 ++ REONPES M... DISTANCE BETWEEN BOTTOM OF PANEL MID CD 11E' 3/18' ) 3/16' Ma. Hurricane COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 -.. - -._--_ - -__ -_.- - ---15.125- (TOTAL WETH) -- _ ---.-.-_____ -- -_ - - --12.500- (EFFECTIVE M M) -.._ ... -- .. -- - -, � - .193' 1/4'I-20il/4' I _-%250• - 750" -- SA. STUD %%XM Cl 81/4 (TYP.)--. -..-- I- _374'L- ,26•__ , Dp• ' 168'+ » �D ANGLE • 6 1/4' OR • u ,/z• o.c. -. -. ,350'-- I- ,.- -, _ 0' ' (WY K RV[RS[0) "1., 12'u0'-- I--1.350' ,.SOON - .250 1, I / I I , E. .1 _ AW �. �, DOW M. THG( ,' h - 11 3.375• _-,t y 1.671' �4y � ,.500" © 1' KWMED GALVANIZED 67M C84- EDGE A0a3 TYP. ,�: 2.000 .Oa4'. - y. loin --_.. AIM , , .IaO' _ I L - J n" GRADE sD usulA HEMMED _! 2.1 L _ -- G-eD CAW. - EDGE : L,'� .iri 49 I 09+. 01 STORM PANEL - - - - - _;75. -- Tw.) (*YP.> T ---- A- (-- l.. 1.350' -.1.350'.-_ DETAIL _ 2.000•_ --• PAIQS 91AU K INSTALLED ALWAYS ---2.367•_-_-- FfDeAT70,EF mEWw�PW41LEG (2) WHY HEADER (3) WFW TRACK (4) ANGLE WITH STUD 1 / rfp. TOP EDGE I Or PANEL W0ow (W..) LVAMM STEEL -. ANVELIIEE!; EDGE. - .375' � PANELe :o.os 1-1 R tlA+Y Wa N 133' I.27D• - -. I (. r - I . � ) --(200 . La2_s� o.3�s• rNNµi o.2so•P "1)250• \...____ , • 1 407• 0.625. . , I I -. 2.391•.... --. HE _ . 09t7W fIMEt�^' - i .-_--!200• PAFEL 1 OR , _ t ( - 2.2w �, ISOMETRIC VIEW DETAIL A 13T•T I-.957r ) ST° a.6ri• ROUNDED CORNER O ENDS OF PANEL'S , . - am' -I_ _ - END UP W/ HEMMED EDGE. I_�. . .125• 2,378- (N.T.S) .375• ...�_ ,vv. BOrTOM �J I 2.500• (_ _ 1� __ EDGE Of PANEL 091Dar IL T SO KEY HOOF WASHER 3.750D7r tTrP.) 750 3105-H751 ALUM. ALLOY © KET HOLE AT PANEL -.7so - ( .SEE SHEET a FOR ADDRIONAL 2.124• --_ 1 -�.750'-. .8i 3' UMTAIONS F SLEEVE LENGTH IS I j•. 1 _ -09,' _ 125• I_ ONLY MAID FOR PeTALATON$ INTO N 250• .375' O cl EM 2 1 /8Y ' I - woos SIRIXTUKS. t LENGTH R .,2s - I- 1 MAX, I - _ _-__ � 2.W0' - 2.000' •' J.750' [- - -."I • O 2OOD• A eWD•, - -2s4e .- --- t..na %GI L 0 (7 REV. YHY HEADER © YUY HEADER t i -1 __ -__- 1' MIN. t0 5' Iba. - - 2.000 ___ ® SLEEVE 1 MAX_LENI e O �I.E O 11 WJW TRACK 1© PANELHANGER Sa". RA. TINIIA .374' - ....-. 3-000•_.._-xat-, MO WIPM '�_ _ , -�, •:•OO• 1aP\.,.••••'•••••, E-Z NANC STORM PANEL r.. -I e3o' .•70 1.Y75' 62'MI - ;a�'S�r" ,ENs�.'••!'''�'SX (ASS SYSTEM) 6063-T6 ALUM. ALLOTµ 1 311' .556. - .. f.a),' -I_ .1 21 .( -T .P y I , _ I .25; i . N0. 44167 FLORIDA BUILDING CODE Non High VelocityHunlcone Zorn + mod• ® 123' 11 �"'tIN O ®uN. O ( _ K ,o'. STATE OF E n,F� «. 24 CAM GALVANIZED STEEL STORY PANEL �'K: ,.., .J 1.10,- - OEE•y I - -u50 I (TYPJ L__.1__ '6 -SEE SECitON9 -- - - .250• - t,�o•. .- DP / mJn/2ma - 2.000" - Goa AL PROTECTION PRODUCTS, LLC. MN' r- IL ECOINN:. am .204•-ica MOP Sr. SI W11WET ' j /�' ;.0, H ,."h-.: 11 o�,os'F.-YPW�"I�'rn ,0, RDrG tFa•)eP^76a rCIVIL rL �AC he4)N6-6797 ZO-175 r 1© BUILD -OUT 'Ar 04 BUILD -OUT 'FWT TRACK 1© R ® WASNERED WINGNUT �. -O a WW TRACK ANGLE (7AAUC 3 ALLOY) PL afAl/WaWDUE/Ca" rL aG I-00p6wr711 m ^ ' Flux 2 a Is INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES �- '/4'8 LAG SCREWS • 6. QC W/ _- t/f•. U, SCREWS • e• O.0 WJ --ro1E.6TNG WOW HEADER PENETRATION ., _ (J Mtn. 2',4• w0� REDLY" 1/•'r A, SCREWS • 6' O.0 W/ t 1/2• V THREADED PENCTRATON MT OR ' Yn I.' ON EDGE JI THREADED PENETMtION ro FISTING WOW HEADER. I 4 Can,. .1' / ',' TO CXISTWC WOOD ,ENDER. 0 NO O • EA FIND DI Q I 1,4•I-20.J f• YS CPA, /,•„• s.u.s. -, I 8 taro. W/ 7/6 wNc 4 .J/1]Y • G END OF Q �S _ y % 'iI NUt • 12 O.G. 11 Q U I cant 1 1 4Y a ISMS X AG w �,.,I I / a'I-xO.J 4- TRUSS + O G ENO O • - ,/ / 2- WTI. OODApED PONETRIITION #. "' ' 1I w/Y 7 J/Jx' ro oltsTNm .aco H[AOLn. _ti` , I.II (sEE OCTAL +/x• a riG cir NOT[ IA BELOIn-- ..._.OF i t -I 1 (SEE ORAA ,/N a [YEA RFp.)}I 3/+e• Awm, POP RNVET 4 C- I t -NOTE ,A94-ml -(I MI ADN OF EYfln ® 5IWDOD II,AKR I • EA _ _ OF II ,•-I I 7 c.H S WOOL i 1 1- (SEE OETAR 1!x• t 1 I T NOTE ,A KLOW) I I WOOD NFiIOCR REQURED 1 2 9/,a• w, I 1/•'I-I04]/•• ' V. 4SCwW w' 4• y SCPAMMII Y.S. W / m ] 9J,e• Yh SEPARATION I t/•'.-IA]/a' 10 CLASS. I ]Je•a• /6'raSJ]2 i _ E GLASS I MS w/7/e L1,,, WING Alf, a ,3 D'c T • t 8 WINO NU • IH!;; LNDn' OVERIM •^. 2 7/6' - I I, EVENT MERIAP 5 @' �C1ASS TSFp I Y/SCREW MSS• 1/�.-70a],,• Lj• M. YJEW dJ - I 19/f 6' IM• 7/6'0d )?/ 7W/NeG'aJ 1I �. _Q 1 Iy SEPAR•i10M wNG • i I I .G ro OAS& 1 EVENY OVERRIP _ [VIER,' OAtW I 5 -- n RS I $- � I n I I ; 1 I IIn e I - - _. _._ F $ r y ) p I ( K- 7 p_�J (` N # 3 d nWRQI j 1 W 'r �; # �jIN g II20 1 a•� 4• Y. 3Cant 3 SI - I ]/ 7 I I 1 d w 7 'n ]' QQ - pppp.„ LI • WING rrog7T W3 _ _ O e II' OG. I I 11 - - - _ 1 III -, a.3 Ya..)� I � i S . II -1-Is - ._ - - - I O0- .' us. w t Pr PANE,WR FEMME D 6 o ,.,4 I ie'a 1. ]1 wNa N PANEIWIE PLUS W 2 L7r caul . I 20.3 .' Y,S. / Zq3/ I EHUAIfF' (9EE NOtt to BELOY) 1y�/ PENETM71ONe +x t/Y O.C. - .I O f - ) I- 7fa' /32' WING{. I 1 Ym /a'I TAG SCREWS • 6' O.0 w/ _m- (2 14. 1/4.w-x J • Ye W t.]]0 011NNIBSCRDIIR i•(SFI I 1 $• Yin. MRFAOED PENCTM • ) // WOOD PULE REQLNKD 7/a / IA HOSE BE10W MD,WOTH OF PALE AT SERIES 2" OR MT OR ON EDGE -. --E oR T 4 9�xmlrJm�i•"UT 2) 14-10 PANEIWTE PLUS WI/ - - NEW (SEE ~ I" a ,/f'.-ZIhS/•• us. w/ 7/6'raT/]I' _ NOTE 1A ano.) 4 7//++ee Yn. PENETRATION • tt • CaI W91G NUT • IY OC - SER9, 1000 .- C. O Y 0.0 W/ LAG �TNREAOED 6PEr(1WAT 1/.'r HAG SOr An(2 YH'ahem I/�•I Mn N WOAD PATE AEOUsIro ALTERNATIVE 2. W '. -2' YN. /7' tz) ]•.4•-_ I IJz• Yn Tt9EADE0 PENETRATION • YOWDTH OF RAT[ PLATE MT OR ON EDGE MhEm MT OR oN EDGE !F M 2'U' WOOD � R ON REOIMED SCALE ,/A•." PATE WE MT "W ALTERNATIVE 1 _ SCALE I/4-.1' FLOOR TO CEILING MOUNTING ffi>3t INSTALLATION ALTERNATIVE 4"W I. IaTA TAT oM5 ARE ONLY vA D FOR 6 J LO NG5 WITH ASD. oEsxP LOADS sG1lE 1/4'. I' UP TO +66.0, -75.3 pO AND PANEL'S LENGTH UP TO 5'-10•. tL HIV ATn/� 3"W 111/44'--1. �,f,AAAA„NIAlI1tTNA 2- FOR NEW WOOD MINE CONSTRUCTION WOOD IT TO BE SOUTHERN u ` l,`�R• •.N.%4/1r keLly_L SCALE 1/4'- • ''' mr, PINE Ne. 2. W/ SPECFC DENSITY Or 0.55 OR EQUAL ,-,Ili ._-1-_­­ •' �c EN �' �' ASF •' = FLORIDA BUILDING CODE (High Velocity Hu cone Zone) utia- MxF 1a, : _ :• No. 4 eI020 nTm INC, SEE SPEC,FCt A.O REGAIRDENTS FOR +1 w STOP MAP Q Al TOP As * ; ; * S 20 GAGE GALVANIZED STEEL STORY PANEL ,WMn r WELL AS PANES (U COFI2LTDN 10 TACKS (Z) qf(3) AT �T*oY. BASED ON WOOD NCAOEW taco CA IODO SE11E5 IA7.m. TIN[ ON LEIS IY. - STA OF ` _--- '� ,/I•. _ GLOBAL PROTECTION PRODUCTS, LLC. °'�6"1010 L�•E'��.!`(0 �t cm,m.z_�, 01A IIOR FOR ANu,XN of nVrN. 1LTFRNATIVE TOP H .TIER WOOD .6ms.r. o-I SIDTDATETOPa -tif�3GZ'9Di BOTTOM MONTNGS CAA BE C06OWD N AY ANrlw LRv,A ''64St+�0'n',• L .M� . .AL.1WNW. IL IS71. _TY31/ U '- 'I`` ! X.- a. a 1. AR n 1 N SINE: (*H, _TNe, FA (vu)m-e7a7 20-176 WAY TO SUIT ANY NSTALIAION. ,IDWE: 1/4• . I• ANANAIII 11 PIYW' { MPUR[/MTE a -a ,e RW,W'r +b. ,• sIIrI� ONANAC b: r NONE : SHUTTER TACKS NOT SAOWIN root C, Amtt WALITW A RN Ir.. PL _ _ 107 Mrn N PF N 1/4, 3/4. 4/5, 5/5 & 6/5 ILLY SINGLE PANEL LENGTH YLY SCHEDULE ONLY FOR REGULAR STORY 2/4 1W/6. 2W/6. 3w/7 R 4W/7 S INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK A WOOD (t) -3' MAX`-- ----ANCN�S(SEE 10 (SEE ON 3. MAX MOLE FHLMELe n M!}IAAMtn AT EA�'N 1 MIN. _. __ -_ -_-_fit, YK-• O 0 0 O AT TOP OR BOTTOM END WITH TRACKS Q$ D. M.. 0. O,®G E T-3--_l. r' I- -I-T -r-( l" �-r'�T ; r T--1'T-r--r-7-'T-r--1-- T WITH TRACKS (22)ORS i1 DIRECT MOUNTED AT EACH Fit MAXIMUM PANEL LENGTH 'L+" OR '1I (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSURE MTM Lr. + a - (P I ( ) CONCRETE At WOOD NSTALIATIOHS T L+ tr 2120 12'-0• 12'-01 210 W-0• T r'-a' 320 II' -a' 10'-9• J3.0 W-to, W-W 40.0 III 9•-4' 110 520 9'-6 9--'.- a_ 9" 8_4*. Sao a'-r a•-D• 70.0 r e r-o• no r-s• 6'-10' 80.0 7•-,. III 85.0 7•-0' 6'-31 90.0 6•-91 6'-2' 910 III I 6'-0' 100.0 TOED 1r0.0 m I NSA MAXIMUM PANEL LENGTH "L+" OR 'L-' (ft.) 0 MAXIMUM AL". OEM PRESSURE MI.1G C. K - (v..1. ) ( > CONCRETE a WOW ILSTALLAATONS t W H 2110 14'-4' 1 t3-0" 2,10 W-TO' 1 W-7' 33.0 'W-/0' III 4120 III 9'-2' 45.0 II • 8•-T 50.0 -- - a' r II SSO III r-9' 60.0 - - 65 0 - 8'-0- 7,-s• r-s• 7 _2r 70.0 r-3• e-IF, _ 73.0 r-2• 0,-8, Sao T-O• 6'-s• - S5.0 7-0• III 90.0 9'-9' 9'- r • 950 6'-7' I 5,_ to' 100.0 6--3" I S.-r MO III r 10.0 - s'-1• P 13.0 -1 .'-To- rr9.6 YNLRM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WIND SPED 4 170 m.p.h Iwo SPEED > 170 -p.h (L.) UNRESTRAINED RESTPNlED LRRESTRWM I RESTRAINED 30 OR LESS 1- 1• 0' 6 1/r >33 TO 90 ,' I I• 7 1/2• 7 //2• >90 TO 145 1' I• 7 1/2- 7 1/2• >14510 seat 1• I I' - 1 7 1/2' MINIMUM PANEL I FNOTN III FOR ♦ GIVEN MOUNTING CONDITION TOP BOTTOM DIRECT MOUNT 1. HEADER •U• HEADER 1.S'%1.5'-� STUD HOLE Y TMLN ,� w Y T NTo .1r. - DIRECT MOW 18• 32' WM. SS" 50' a0" 4 I.S'XI.S' STUD ANGLE 35' 1. 12" 32' A2- 3a" I 3a• S Y TRACK 55' Sr 1. 42, er I w SIDE CLOSURES ANGLE 50• 32- 32' 36- 60' Sa' S6' 1 SO' , - 32' �' 80• ® ® or'V �_117111_1 i 1, 'I I _k, I t ___1J_1] I H H H I I I I j 1 1-i j � -} -I- ., r1I UNBOLTED PANELS � i--= I ! _ � BOLTED vwELs w/ 1 4e-zoK,• I I (SEE SECTIONS AS I I - -1 1 I i I I S.S. M.S. BOLT W/ d O EA OVERLAP itlDPUCABLE) 4 1 1 I (SEE SECTIONS AS APPUCABLE) I+ I I I a I I ` I I N 1 , 1 I �1 1 I I 15 ,1 [ i I � `1. �I II Ii 11 ; ii I � w I i D.M., 3�, ®. ' � a 1 - i a - I __I_ �_ _ _ _ - - -I__ _._ - .� o a _ _ _ _ _. . -_1 1 ®OF® - 3• M6N. MAX -.-___ 3'MAY '2/4 1/4, 3/4. 4/5, I/5 - B/5 I' MIN. iW/B, 2W/6, 3Vl/7 3 4W/7 ;-_ __ _ _ ._.-ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 4111)... - --_ - - REGULAR STORM PANEL (1) ELEVATION I/4 MpaP. GAP 2.687• N.T.S. w (MN. OAAAP -1 YAW VALLEY) 1 GAP - SECTION A -A T� N.T.S. NWML. (1) L+: MAMMUM NLOWAKE PANEL LENGTH FOR A GIVEN POSITIVE ASD. DESIGN TOAD. L-: MAX ALLOWABLE PANEL LENGTH FOR A OPEN NEGATIVE AI DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM PANEL LDCft GIVEN A POSIR IE A.S.D. DESIGN LOAD. DETERMINE RA%MeAM PMNU LENGTH 'L+' FROM SCHEDULE. GIVEN A NDMTNE ASD. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE PANEL LENGTH ,S EQUAL TO THE Mmm DEIDMNM PANEL LENGTH BEIW'EEN 'L+• AMID ,L-•. (3) SEE SCHEDULE BELOW FOR MN. PANEL LE4M FOR FOROSTrY QUALIFICATION. 0WAL ATOMS INTO WOOD ARE LMOED TO t 95 p.al. MAX ASo. DESIGN PRESSURE RATING 9, 10 a 11 FOR MAX. ASD. DESIGN LOADS a MAK. PANEL LENGTHS FOR ,k 9! ' SPACER Q IS USED, r v"'CII r •• FLORIDA BUILDING CODE Non High Vsl« 11I Corse Zones) * ! �`•, "C? ,, Xr •., y SS,/ "q D. 44167 = TATE OF ` -� =' - /f I.RID►• 4(,N4 �i �..,w NA11 • ICIAG\� / l '4+ emn "m NO I L E C O AMC. . TtlT . Sr W+r. WIRu r� : om'1'--,w�.w.:. m--I tA-9aa671I WATER A TaalT VT.. Pi NI 24 GAGE GALVANIZED STEEL STORY PANEL a,,,F,A,'IFT BAIL PROTECTION PRODUCTS, LLc. FAH.L AIM III 13� P-OW (N•)esF-7K6, m (W)N6-M WWII" DAM 20-17s aWlr IAz .Wl.r r r AN�.I -. N R 9 3 Or is GENTIAN N_ _E)M Nun a0. Ir Its TIES'/ ! -2 t4Yr _a_t1PAeA4 cti (C) 1. STORM PANEL 94OWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) HAS BEEN VERIFIED FOR COMKW4CE IN ACCORDANCE _ 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUNDEX. INC WITH THE 2020 (7th EDITION) of THE FLORIDA BUILDING CODE. THIS STORY PANEL SHALL NOT BE NSTALLED AT HIGH - /14-10 PAJELLUTE FEMALE 0 AND PANDAVE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MIAW-WOE / BROWAIm COUNTIES). - 1/4-0 LAG SCREWS PER N.D.S. DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16•I . 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT R SPECIALTY CO. SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILT BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR n THE T KD-0.85 115NG A17. )-16 A7/0 SHALL 0 EXCEED E MAXIMUM AS D. DESIGN PRESSURE RATINGS INDICATED ON SHEETS .1 MINIMUM M T 1 1 FOR PMIEUM ( ) C )THREADED PENETRATION O WOOD OF TAPCON ANCHORS SHALL BE /I AND 2 ELCO TE PLUS 3. 9 TMRU ,2 a 17, 16. AND PANE+Mar FEMALE IO. N ORDER TO WERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOWS DETERMINED PER ASCE 7-16 SHALL BE FIST REDUCED TO A5.0 DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (AS.0) C.2) MINIMUM THREADED PENETRATON Of LAC SCREW. INTO ME WOOD FR/WE UNIT SHALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS OWCATED ON SHEETS 3. 9 THRU 12 A 17. 16. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION. N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE STRESS FOR WOO LOADS WAS MR2 USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN C.3) W OMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED N THIS DRAWING ACCORDANCE WITH N.D.S. 20111. STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOW SUSHM SHALL BE 5/8-. 1/4- I-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS jOB14.01-01 AND /0219.02-09. AS SHOULD STUCCO EXIST. AND I- MINIMUM FOR WALLS WITH NO STUCCO. PER SSTO 12-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /I123.01-10 AS PER TA5-201 AND TAS-203 PROTOCOLS, AO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS FOUND ON THE EXISTING FLORIDA BUILDING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA). C.2) A C..) 2. ALL ALUMINUM EXTRUSXM TO BE WW-T6 ALLOY M40 TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING NSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 60 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEP' THAT HFADERS0 As (I SHALL NOT BE USED. STEEL DESIGNATION W/FY- 92.2 MN (AFTER ROLLED). 9, IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS TO BE STAINLESS STEEP. 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ION ATTACHED TO INSURE GE. PROPER ANCHORATHIS SHUTTER SHOAL ONLY BE ATTACHED TO CONCRETE. BLOCK( OR WOOD FRAME BUIL)INGS. 50018 W/ 50 A,, HELD STRENGTH AND 90 AS, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 10, EACH REGULAR STORM PANEL WI LENGTHS OVER 910'. AS PER SECTIONS T, 2. 4, 5, 6 AND ALTERNATIVES iW, 3W & 4W ON SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL FINK A LEGIBLE AND READILY VISIBLE IA INC INSTRUCTING OWNER OR TILL ANT TO 6. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL. OR ArSI 304 SERIES S7ANLESS STEEL. WITH 36 Xs MINIMUM YIELD STRENGTH SECURE PANELS WTIH APPLICABLE MNFDRCEMENT WRING PERIODS OF HURRICANE WARNING. 7 ANCHORS TO WALL SHALL BE AS FOLLOWS: IN. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WWCH REMAIN IN CONTINUOUS CONTACT WIN THE BUILDING TO PREVENT WING/RAINTR N INUSION (A) TO EXMTNG_P . - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. NC. (Mn. fc-3192 p-a.) 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INVICArED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4' 0 . 7/8' CAI ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/4'0 , 3 SOLID -SET ANCHORS, AS DISTRIBUTED B1' ALL POINT SCREW. BOLT Q SPECIALTY CO. 13, (o) THIS PRODUCT EVALUATION DOCUMENT (P ED,) PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (MITI 10 PANEo ATE FOR A WE SPEMC PROJECT; i.W. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. 14-1 P T PANEIAN PLUS AS ED BY ELCO CONSTRUCTION PRODUCTS - / 0 ANELMA E FEMALE O 8 TE ANCHORS. MANUFACTURED - 1/4.0 ZAMAC MUN ANCHORS. AS MANUFACTURED BY DEWALT, INC. (M) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION AICLUNNG LIFE SAFETY OF THIS PRODUCT AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4', 2- FOR ELCO PANELMI AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY- 1 3/4- FOR 2AMAC NAI N ANCHORS. (c) THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED I VAUD IF MODIFIED. A2) CALK-N a SOW -SET ANCHORS SHOAL BE EMBEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4. 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME rHE AND I' MINIMUM FOR WALLS WrrH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE PT D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LAriER THE SITE SPECIFIC DRAWINGS FOR RENEW. A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH To REACH THE MOAN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.D SHALL IRAN THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED N 0.7) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT (8) TO EXALTING CONCR_FTF BLOCK WA_ ASTM C- DU- 14. SHUTTER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - I/4' I TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUILOEX, INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR ENTRY OPENING, LABEUNG TO COMPLY WITH SECTION 17099.3 OF IKE - 1/4' 0 . 7/8' CALX-N ANCHORS. AS MANUFACTURED BY DFWALT, INC FLORIDAB UII%NG CODE. - 1/4.0 X 3/4- SOLID -SET ANCHORS, AS DMMSUTM BY ALL POINT SCREW. BOLT • SPECIALTY CO. - /t4-10 PANELANTE FEMALE O AND PAlELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P IIIIINIA - ,/4. 0 ZAMAC NAKUN ANCHORS. AS MANUFACTURED BY DEWALT, INC A Ik A T/( j• t`..,...,/Q 'uCENS•'':�9 B.I) M"NUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZAMAC NNUN ANCHOR, INTO THE FLORIDA BUILDING CODE Non High Ysl«I Hurricane Zorn BLOCK UNIT SHALL BE T 1/4- ; .. AMA 0.2) CALM -IN & SOLID -SET ,ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. - '1RTO44 67 i elmo n1¢o. Nc. 24 GAGE CALYANREb STEEL STORY PANEL �,'F, JO 1E%IST, STUCCO SHALL BE PERMITTED, 1/4. III SCREWS USED SHALL BE 1 7/2- LONG MINIMUM S.LD fr * �, I�}�,am.,,�__��- "M/M - AND I' MINIMUM FOR WALLS WITH NO STUCCO. S'CL STATE( PROTECTION PRODUCTS. U.C. F ' -7' IL E C O INCGLOBAL DUE y'•, �f.� // - _ 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUN 1,10I I / Tium T'IW+a R [ COINAN'( yq ti EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P \� /// A, r >s eKrr, A aIw SS G -. O`A - r �a� n,_I.n +a.4 (+a des- sAa FAC (eN MIA 6 n 20-175 ANCHORAGE SHALL BE AS MENTIONED IN B-1) AND N B.2). hI /OPAL N CA -BODY 8719 wrAFI.I r. - I..IWAD K.. 'FA...W11,1 N PE KA/2 I.PK/MR W..". A TIER .Y_ PE Y IT-,N now t T SAI¢T , d 1e - INSTALLATION INTO POURED Ql15ING POURED CONCRETE DETAILS CONCRETE OR - FOR REGULAR PANEL CONCRETE BLOCK - POURED CONCRETE in STRUCTURES DiNF CONCRETE BLOCN CONCRETE BLOCK 11 I REQUIRED. I REQUIRED. (SEESCHEDULE- I SHEETS 9 THROUGH 10) __.O (SEE SCFR:DULE ON SHEETS 9 THROUGH /0) ... O EXISTING POURED OR J v -I CONCRETES BLOCK_ O N'W-a!t• REQUIRED. - - 3 AAU san r-- �j _ VA-L_-_. _ I %^/ .../ MAX, -. - - __ _ CONCRETE ANCHORS 7, _... -_ -I I /", , i,, I (SEE SCHEDULE ON 1 SHEETS 9 THROUGH 10) E-D /I I ED / I r j/ / 1'// / 11 I. 1 I j j%% I i 1 I I'Eal ^ O �/7-�� {/7�� I 1 1 I f _AIM .V T.._._ can r 1 SEPARATION T A a l' - TO CLASS ' (M[ wR RIa I _I III 6 SIPARA710N y To CUSS. 'R i--. yy can W 1-- _79 a I (uE w NHWl ,nr1 oNBN 7-e'1 ED / 1 /� I SCIEDUE IDDa oa 7J1 1' NOA (SEE 9C11EDlIlE I i / /IXK11nG(SR � /; : 1 G12SS- i ON SHEET 3) I PANEL LENGTH I I ON SHEET 3) I I1 •E• SCHEDULE 1 I ypK.1(SEE 'L• Mm1 1 TO GLASS 1 C0NICRETE ANCHORS 1 ON $MEET 3) 9 B JA I L pA1EL ,EMII„R PANEL LENGTH ­11 (SEE SCHEDULE 1 (SEE SCHEIXLE (SOENE (SEE SCHEDIIUE ON - I I , I I SS EEDI'E ' ON sHRE;ET J) -_._. - _ ON SHEET 3) sHEETS 9 THROUGH 1,T(`I 1 O STIR a I 1 .'' I OF •L' OU55� N 1 O ow-4y 1 Guns "I' ll,. / // :/ 1 MAX. _�9,,,,IDI 1 STIR 1 1 ED / ) - Iw Dan � 6 /%/ I Must. / E.D., / I EO / I EA/� i I -OUR O ji I- -' / NO • OR / 1 e 1®/r O.G -/ (AS® ) ./ 1 /�lvi _ _ t/i•.t• rOI WwR, rw TIW euaml m SOeW a CONCRETE , REQUIRED. I CONCRETE ANCHORS • /' J 1 (SEE SCHEDULE ON % .__ .-_ __ _.1 --fG---.ED- _ /a•-77>r,• Sz W. w/ ,ur - 1 11m _ • ,I ,/r - /: �/ t _ SLEETS 9 THROUGH 10) /f "IF, I ALTERNATE -_ .EEC LOCATION ^ / _ , W/O ONLY VAN sow 21 SET A, CALK -IN ANCHORS ARE w/ . I -_ EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE CONCRETE _ --O�RSCOMC�BLOCSK SWIRED. CONCRETE ANCHORS_. UMED ARE USED. REOLAM. ANCHORS RE M/ STUD (SEE SCHEDULE ON (SEE SCEERED (SEE SCHEDULE SHEETS 9 THROUGH 10) SHEETS 9 THROUGN�W`(0) III - p�Iff 15 3/8-1- IN= NG jliYJly(iLi SOME 3/8-1' WALL MOUN1,28,0ECT MOUNT SCALE 3/0-1- "I ,CEP A: T1(Ul "J"I� '• CEPS •':' ' FLORIDA BUILDING CODE Non High WI«(t Hu cone Zone ED. -EDGE DISTANCECOMBSECTIONS I .' * I -o •• 0. 44167 ., . - STATE ��.•'�* _-_ - WLTED0. INC 24 WAGE GALVANIZED STEEL STORM PANEL I L E C O GLOBAL PROTECTION PRODUCTS, LLC. also n. 07na/TWm (SEE SCHEDULE ON SHEETS 9 & 10) TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY :10'•. - �' OFI P. -` 4 / ___ �l --- AZflRID i•" xL,` I, a t oeNe,,un. •sm L.. 51 m u. aN a r a, rwr 4rWw A An. CIVIL FL =14 20-175 INSTALLATION. y . ...•.. •' G\ 2J ` - Ir-: Lae-.: LRR m--, N Ow)ew-76a6. " (W)Mh M - l N011 WW.WIGA-0OO�PIJSr., "' u,>"a ,NIBS • or n . ' -6a.6 i � � -Cu >� N U L_ O C f0 ­0CL (1)-0 L_ U O -0 •O _a^, O^ CCIO W L O 0 klu E `~ CU > .� ^ V�'�\J O � ( C- -0 . C= � V ) m_ *I N ` 7 3•r N o - O N �� 41 0 Y ] 0 //`J`•, '� I- LU ' ll 'i cn :7 i7 Co N 1 ;;- � I- "' + 1 a- 3:m ? U a) . CAS 0 > _- . __ - CC - L13 in C) O `- CV J L m S- V > � � W INSTALLATION DETAILS FOR REGULAR PANEL n INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES _ )INSTALLATION DETAILS FOR REGULAR PANEL C� INTO WOOD _ T Yn. ._ ._-._ _- O.. ____ __. _ _) (SEE SCHEDULE ON - I SEPARATM)N I 1 7 - -_ ALTERNATE CONCRETE WOOD ANCHORS j i-- SEE GLASS. SHEETS 9 ANCHORS LTHtl1OXR1 10 OR CONCRETE BLOCK (SEE SCHEDULE ON I�: 1/•'Ir-a0.,• 1 ( K"ET 3)EDULE I /s'�=�T• LEG SHEET 11) - O AL1p tntn I ON SHEET 3)--O�Aw�@ 4-.9' (WTI.) EXISTING woo - - -- _- [auT1oN1S CONC ANCHORS / .-W • e ,/4' o.c L_ __ _ _ _ l m.lwa BEAM REWIRED. ;/N (SEET5�9STFROl1GR f0). E%JSTING POURED CONCRETE_ ) F �FA7L9Ep CONCRETE �. , , 'I _ ; - .____ -_ ._ f---- -010 7� ADEQUACY OF EXISTING WOW OR CONCRETE BLOCK - ANCHORS CONCRETE IXISTIND POURED REQURED. ( SCHEDULE d1 REQUIRED. ER '( - O MOOD ANCHORS - _ _ ,1 1 _ -_-__ _ - -.I =`iI _ __ --�_ f A� LENGTH EE INSTALLATION. CERTIFIED IOR TO � EP +e- EC -' I _.0 Cn D CONCRETE REOIAWEI3 ­-E-D. / L LEG - _ SHEETS B THROUGH 1 / O WOOD HEAIDFR , . W - SCHEDULE ON QI IXSTI - - _ __ _-�,__:_.. _ _T_ _ ON SHIRT t FOR REGISTERED ARCHITECT ENGINEER OR 'HOOD ANCHORS ALIENATE W000 NIC>ORS _ _ �-- -- I1 - t' r - , 11,' NETT wYld tU0 [CD I�WI by_ • �j� '� / ,•Y.. le t/4' ) 1 SPAR 6 SEE SCHEDULE ON (sFi SCHEDULE ON `U _ IiW e+RNx to Spew aR %ri• i _% t/a .l IqI WMIIDI KTAO Ep /%:'•j/ �� E1/4•-Aa---to-. -•-CNN Hem w%sow I/2' �,/4' SH ) SHEET ) -S _ •, /r o.c /Kul -NQREIE ArNCHORS� 1 _ � ,2 oa YL W/ uur / b __ MAX._ E _ __ _ 11/2-, It1AX t7 • I ELF./Gil I Q< MAX. EET 11 1T L _- O EI .a uAPI' SS r,l w -- I 1 -� EO t 4' / - 1 SHEETS 9 THROUGH 10 1� �� , ED / 2 I REQUIRED 2 /. I ED ,!r I I ---J MAX. w000 HEADER 3 1/2' (SEE SCHEDULE ON /r 1 T i WOOD HEAD R J 1 a G T J I 'I{ - --'�`- ---- --- - -- . MAX.IIAX. l 1 1 I ��r1�+ xfi0 ears %/ I i 11NN L I ,. 1fn I O ED I C I IXi571NG 1 (}( {--. I -T- f REWIRED X ._I_ - ,s/s•� IW •an l ED ---Rl- 6 / o % I 1 Moe. I I F I '� - __I----_ _, G=A 4 ( 1 / e I wRgTw s ,H• o.e /^) V / EDST1 1 ',,, / 11 / / , / / MO. I 1 MIn. I @ I" III LONG KLAAFNM SPACERS.)* 12 1/2• I ' I (S�EEOSCµ SCHEDULE oN NEE I / j/i //// /// 1 PANEL LENGTH I I - .. _ 2' I --m- j ) � D ;F...; 1 ON SHEET } 1 1 1 9ES I7) ,� 1, SEE NOTE BUD* FOR LIMITATIONS FOR 1 w' I ® 1 1 I E. J/ , j' %// //`- I (SEE SOIEDULE I I 1 ( I O.C. (SEE TABLE /i ON SHEET it.) � Min. I i i }/Ar Ip1 j/ �/� I �i SEPARATION I O 1 SE 1 Cl) 1- E L MAX 1 1/2" LONG SLEEVES- /SEPARATON O "''.. I o ss z e i�^ % / /i -1 TO CUSS. I ON SHEETS r- TO GLASS. I PMNA LENGTH 1 I PANEL LENGTH »6 GLASS.(SEE 1 11 I I _ .�. raR rN:6 n. ON TO OASIS. 1 Ip•I.-mIIT• (SEE SCHEDULE 1 ,/-";;L 9 e to / (SEE SCHEDULE 1 (SEE SCMDIiLE j i (SEE SCHEDULE 1 SCHEDULE 1 1/fY-Im1• Z. au f 4) L• Maa (SEE SCCFEED3LE ON I �eoua p 1 ON SHEET 3) 1 ss san w 1 ON SHEET 3) 1 PANEL MI E FEL W E O oR PAFEL MATE 1 a SPACER ON SHEET 3) L - j ON SHEET 3) - 1 ON SHEET 3) l as. ai w I Min. SEPARATION TO GLASS. j PANEL LENGTH 1 . I (IeE RKI RR- 'L' MOa. i 1>c/i eanl W ': - (SEE SCNEDIAE ON SLEET 1,) /a'I-A1• A 1 -. -- - -.-- - f 11 )f o� YL LENGTH -67 E 41 i aaEl� ; ) I PLUS i _ A/` - ! ; (I✓t ra WNt r (SF.E SCHEDULE ON SHEET 3) 1 Sa ea1�5 wt� 'l' MAX. YI 1' =- a.0, 1-Y) PANEL LENGTH 1 - I I... AT u MM i I 1 1 LOaa, OAR 7�7 I. MAX. i___ - ,` _ i ( - �, (SEESSCHEDUE 0 Mn. RATION I TONS SHEET S)E 1 I _ _ _ _ _ EL IiNGTH ^ 1 IXISTI L.. _. _ .. Ex1STK9G.,F [■[/�/tP{�Jw�� I - . _ _ _ 1 EOSTING I I U�iDnIRIIIOAJ11t -1) EXISTING-__ (D O�1A55. I 2•.4' WOOD ----- 1 A ii TO GLASS. I ^ F1 I (ON SHEET CARESS ) _____PCB I 7 EIS_ -1 1 _. _ . _ _ 1 �S �1-iSEE SCHEDULE-_ I - 1 PATE REQUIRED 1 _ I (ON SHEET }SEE � IX1.4 ) LBCIK Ou Y-s') ON SHEET 3) -1U) �_ Lr_;-__33 I-_._ �j 0 i(sEE snEnuRE I tJ so)E cLAss L -- - -='F- =1 1- __ T I I I ON SHEET }) 1 DIRECT MOUNT W/ SPACER r- i- - 1 - ! _ I CL - - b s(SR I ON %W 3) , a t' / I 1 of *L I -_ V, - - -- r-I 1 * I ALTERNATIVE 2W` I : 1 - I Q I MA%. /i /i // MAX. �. I -O I 1 O' I- -., SCALE 3/Bat • 1 1 O S I I - O OF 'L• '^`F 1 /✓.' // f/ I . / / / / I I I I 1. 1 1 - 1 MAX. V -L_ _ ,�Y / ,' sox SEE TABLE T ON SHEET 11 FOR MAX. PARR LENGTHS & OF 'L' r-t 1 I 1 I - -.L�f ED /� 1 I ED , /� FACER I Ulf .L. 1 I STIR 1 - I O ,2 1/2' O.C. MAX. AS0 DE LOADS FOR TITS INSTALLATION I I MAX. L L--n, 1 1 , e 12 1/2. O.C. //�; - - --_ - - ( / ; j LENGTH I MAX 1 1 OFT ED I E O. f I 1 ( ,/r 4, I r� I I �i� MAX. I I 1 ®,/r D.C. _ -- I- - ( ._I , 4•r-:a,' ____- I A, 1i_:j' 1 E I EO 1/2• a) 1 I , I _ FM 1 _ _ _2w 1 _ , Ct1NCRETF A.OHOR$_ / ' ..� CONCRETE ANCHORS 1 C I-) 3 4' 2 1/1' O.C, f - _ can __-__ 1 _ 1 e So NO SH I �s,1EX \ \\ \�\- (SEE ETEANC ON (SEE SCHEDULE ON /, ___ _. I i 1 ECG - I:I: I i ALLOWED T _ - 1 - 1 ED R e 4 gip-CG EXISTING POURED ` �' - I _ \ \ t 1 V CONCNE,E'ee�'+:.\\ \�\ \ EDGE OF WALL OR STAB SHEETS 9 THROUGH t0) ��. SHEETS 9 THRDOGN 10) _. �2 t/a' LONG MAX. ALUMINUM _ _ - _ -_.J__ _ 1r00DSTAGGANC/ORS **NOSE• I __. - -__ - ._-__-. _ .� (ALT. CONDITION) /� B SPACERS e 6 i/4' O.C. VALID FOR EQ - I, I _ (SEE SCFIEDUtE ON SPACER M WAIF K 1 1/r LONG F. 'X E w 11 REOUREO 3/<-\, /// _ Nc POURED CONCRETE ALL DES" LOADS ANTI PANT -PLATERECIURED _. L p 57I �R CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET }. I - SHEET 11) I (,) IrEOWNArDFI 6 unm To A aE STar eLE0Iw4 MIRK ,Y-0' -.. __ _- _ _ _..- - - DECK REQUIRED 2 W000 ANCHORS CONCRETE ANCHORS _\\\�%/ REOURN. OR CONCRETE BLOCK � 2-.4' WOOD 4 *M2SE i MAX LFiFA IgaF KOwr (TKaI e A w]RlsnoK FTIw ,wr WOOD ANCHORS .. .. _ 5[E SCFEDU(E ON �,I �-' 1. MAX,LONG ALUMN" SPACERS O - I : eR9na FDea a mmomy NOUTm W OUT It). (SEE SCHEME ON t_ PEOINRm. �7 / ( / PLATE REWIRED : WOOD ANCHORS I (SEE SCHEDULE aN -_ 3/4' - SHEET 11 ,' YN 9FAw2DK t0 aAa ebrwTm _ 2•.4" WOOD .'-..-_-___ .. E.G. ---- /. 12 1 2. O.C. SEE TABLE 1 ON --. _ _ __. - ,.� ) SHEETS 9 THROUGH 10) SHEETS 9 e 10.) STAGGERED W/ STUD OR SH W 3 % K AWMW= ro I/.• r - uI ANCHORS ITIDN6 ,HILL COMIIOENT M 9,AALD, MATE FEMME 0 W SHEET 1 i ) I (SEE SCHEDULE ON LONG A6 THE FaLLOW6A0 OwwRD- ME I _ U CUTE REWIRED pA14 ylaE p(JR) w,OAI K SAC® WWIMY AT a t/4' aG SHEET I1) Cowin Wtn! PM a A R[S,NOTDR FROM t2 1/r D.C, W.04 ALLOWED ON .... CEIUNG MOUNTING BUILD -OUT MOINTING WALL MOUNTING ZDIRECT LIOUNT SPACERS OR � - (') PATH 1 A. KSON F•E1.aE 2' M^. _ M79D 8 fq -p IAaf. (3) MAX 24 SINK MAta U7gfN O WIEO ro N' A ANY arENlp vJ SCALE 3/6.1' SCALE 3/6-+' �, I WALL MOUNTING / DIRECT MOUNT CM e A NEatWr4k FROM IAMM PANEL IaaTw AI2AIWED a wAE 3/6-1' u) w�eKal MOW PAn ENGII, • SOEOLAL S bB ,1). CEILING AND FLOOR MOUNTING • - WALL MOUNTING (3) sawl PANIC. rrAwo E aRlr ALTERNATIVE 2W 1 (.) 1 1/2 LAIC VAUR WW*Wff M SHALL K AS WDURD ON ALTERNATIVE 3W BUILD -OUT MOUNTING L MITI AN ❑aPim WOOD rM,E WML SCALE 3/8-1- MRm I. WwD4U1DM OF I ,/I• LONG WACIM M III ONLY ALTERNATIVE SSW M ALTERNATIVE 1 W I IAALa FOR OW =cRn 1, 2 AND 3 A s 04DUED OY AaM SCALE 3/8-1' .-It SCALE 3/5-1- L W SCALE 3/8-T- (4) OCULAT M WIND ONLY r0I1 WIND E,-Lo SMlDAM AND M 2N0 (7N EDT19W) Q TIE FI.OIeDA I FrN� ZOIE9 1, 2 e 3 PER ASTM E a`Y0e10 CaOE `DER A. TJ(�/a LINIFMMAWNA 1906-4a, I 11N ,(W r TER A: TT l/11�e1ER 0.; T/(�l 3�:' uCENSF ., cW V '' CEN • �L tlQiES: �`: -`N Ci s '' :;�'� NOTE FOR COMBINATION of SECTIONS: ' I'10. 14167 FLORIDA BUILDING CODE Non h Velocity Hurricane Zorn G V se FLORIDA BURRING CODE Mon High Velocity HUrrkon• Zorn FLORIDA BUILDING CODE Non H(h Veloci His cam Zone I. INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. ' Tf ' s D. 44167 1 °'tee MR= A'c FA' NOTE FOR COMBINATION OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. ? . No. 44167 .. 1 ompo TRA= IK 24 GAGE GALVANIZED STEEL STORY PAWL FA' TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.T AND PANEL LENGTHS - ° 01aTDLo' INC-24 GAGE GALVANIZED STEEL STORM PANEL III 24 CAGE GALVANIZED STEEL STORM PANEL am* W. DESIGN PRESSURE RATING (p.s.t AND PANEL LENGTHS = owMM er: - STATE OF ORIONA er: -z * I * . * _ ) : * ; COMBINED 1N ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 NOTE FOR COMBINATION OF SECTIONS: ,: C-_ - o7M/NIe TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = * . *' _ O,R:• A( 4r IZ-_ Z ,- ¢ W/I7/NMI MSTALUTION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .. - I 97M/Pea LD. -EDGE asrANK;E ?' •.• STATE OQ - L -, IL E C O INc. GLOBAL PROTECTION F Ll•C' M2 COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') �' '•, STAE Qh --- IL E C O ENc. GLOBAL PROTECTION PRODUCTS, I.I.C. WE- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �'Ay - - ' -- IL E Y O ENc. �- ��� PRODUCTS+ �' BAR: (SEE SCHEDULE ON TOP &BOTTOM MOUNTINGS CAN BE i f p _- -- W@ LW 51 s11HLET INSTALLATION. - O f - _ --- tNHn a COYPANT ROI _ 51 snw DENSITY OF 0.55 OR EOWL. TONAL E. nu. �n I 6 pwaN COMPANY .m s.W at muF (ORIO N�� RANT • OOMPAMY (ORIO � SHEETS 9 & 10 COMBINED IN ANY WAY TO SUIT ANY ',O '• •., -to '�'i III, ar. t 4 TY WrU /rra h n,lA OWE. ft }]3fA 4' AI A,A �.J Y. r s 1Frh Ira h NA. iMAE• n- 7i3+4 A�, SIa `r a „W1e RICK R a,41 p-? ti ]3]u 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F^:w'2.P 20-175 FNnulMu,+ 20-175 •)y,. •' ��i „o.: W)�-,w . r.: ta0 e,-w7 TIDE: tw)eai76.e. rAT (W„aa-eAT */ • • • • •' N - ON III, are m-AA, FMpYG Be.XA 7-W W. (S I )n9 M7 rr . CAR en . Fa I O N IT IMI PHONE, (Y )4 7K4 F_ (6OAkN-TOW; INSTALLATION. ' , !0 "' E ' �019 DawW4 Me MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC •• sr 9IMrM - / .04 wrea. rw,D r A1111NOL >T 719 nAI ael-w W 11I� DENSITY OF 0.55 OR EO(U1L. AA-Ww T-/-- �. TLU7M 1 T NIF 'PF a N I.E.Wul/Ma WulJiv ,E ��aTIN' �r ~• `r r awsl > K n �1 WK1D1 A F, Ut. V.E. r WELT e O ,I WrLom w I Ur.. PL r,F,tl w or WrUFA A IaLT A.. Pf a SHEET NO. SH 1.3 _ _ . L.. _ -I - I 1' '11,11 11 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS 1 1 h- //�� ppIXOMIRNED 1 'v.7J DR-r.4*[O BLFOR •©a .® 2' . ]' ..093' ],� 11-1a a / VARIES 1 6063-T6 ALA/ COW. KtAI O & ® S me, REOLRIYD ANGLE WITH ,/4'• . 131e ) 1 2 1/2 TA�CAII a 1Y O.C. - _ CRIVIL CONCRETE IT - W. BLOCK ORPOURED �l•WOOO IRAYC ' POIAIED 1 1 ,/•'• • 1 ]/4' tA,•CON ]-t ROXXXVID CONCIET[ NatK DR --` i 1-_ _P.. ,Y G.2-'. 2 „Y Tl_ , T FRAME - K - �J i YM• WOOD CAP J CUT PAVEL (TAP1 ANCHOR ! TERNAIE LED LOCATION MN, % e 12, O.C. 1 2' . 2• a .055' CO - VARIES r Ie. 2' . 5' L115' CSM, . WG L ALLRL AMOLF OR G� 41.E , i AIM 3105-H154 SHEET PIXX® CONCRETE. CONCRETE _ ---- -�- N 1_ TAA[Ht METAL ALUM. (FAT RACE BLOCK OR 2'14' WOOD TRW J,OS-H,• OR 1 2 112' REaJRm �•• 6063-n Alm• 1 2• 1 '/�Z CONT. ALLY. ANGLE Min. ,//% ---- -------Alma.---- J Mo . CM 1/4- • ear 4• . •• ..on' O f2. O.C-- )1pS-n,4 OR W63-r6 Alm M/UCINUT CPnI- A,Pn. ANOE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCAB 1/4"-1' SCALE 1/4'.1' SCALE 1/4•-1• SCALE 1/4--l- - - SOLD -SE( OR TJWI-N a ELCO PAMEL ATE ` J 'O POM[D CONgETE._ _E%6/PID TIMI Al FEMALE ND ( E I.5x \ POURED 1 - ; --- 1 OR OR�Y..4' 1Naoo sonor rOPOSM SCHEDULE 01 5i1EE7S e. - _ (MN. PANEL -;= CONCRETE BLOCK VARIES„1 O ® FWA1E REOINIEO AS APPLM/AE 10 • il) OVERLAP BEYOND YH' W000 FTANE 5• M. '. OPENING m67N) '.Y. Loll _ �® 1 WISHES ly •© �eElrt R/ ANCHORED FRONT k r Ma 1 mWl (NNEEVER END PILANGES �AEL)m X . 8.0E DISTANCE --�/-7- - - 1 iNO1 -seu eai.s "� ,..•,,TO,µµ, CASE G (GLEAN) SCALE 1/4•-1• iw-W •.5w i`�.•'�\GENs '. ✓9 VNJD FOR DIRECT MOUNT INSTALLATION ONLY k WAe4'ac =a i F '•' s CERTIFIED PANEL INSTALLATION AT WALLS W/ N0. 44167 •'; SURFACE LEVEL VARIATIONS WITHIN 3/4- i * * ; * ? FLORIDA BUILDING CODE Non ITT h Velocity Hurricane Zone CASE E (PLAN) CASE F (PLAN) _ 9'•.TE OFA C0 "G 24 CAGE GALVANIZED STEEL STORM PANEL 1/4•-1' '. O,N�. f�OR10�' SCALE 1/4'-1' SCALE \HIV A5' SPi ILL E� C O PROTECTKNI PRODUCTS. LLC. NNE.OL09AL ,BP illlT TpiWle R ONOIIK[MW C0IMANY IL 5I 51RFET R Y i V5r •I06•. R ]H� LANK, 20-175 W m ( .. .,.. INN m-tI . a : tuo m-,An PHO,E (55.)M-Cale. nun (65.>.R-5Fn - oR•rRA x• MM710 Pt. Y4,90141V.C/WTE a-00067 J �•- rIar A /IMF Jr_ Pt. Y,T-W 2NK1 a O' Is Ml (VALID ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7) MA(. A.S.D. DESIGN PRESSURE RATING (P-SET.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 It 7 APP TUCDA6IE IE14u k A,O, C OF THEM MApyuy PA/EL IEHICTN t' (N.) TAPCON LAD SCREW PAIIEUMATE FEMALE ID PAFELMATE PLUS WOOD WSNO t3' tY Ir 13' 13" Iw (TOP) 13 13• 13• 13• 13' IOU (BOTTOM) 6 1/2- 6 1/2- 8 1/2- 6 1/2' 6 1/2- PW W) _ _ 8 ,/4' t2 1/2- 6 1/4• (Wr1-) 5-0• If. 8. ---- 8. --- - 8. - -- _ cm) L� - e- - e• _ 3Y (BOTTOM) OP 445. -45 OR LESS 13- 13' 13• 13' iJ" 4W (BOTOW) 13' 13' 13• IS• a 1/2• IW (TOP) 13• Ir 13• 13• r LW (BOTTOM) 6 1/2' 6 1/2• 6 1/2• 6 1/2' 6 1/2' (TOP) - - 8 1/4• t2 1/2• 6 1/4' SIN (W".•) >5'-0- 4 I/2' 4' 8 1/2' 6 1/2' - (TOP) ,4-4. 4 1/2' 4 1/2' 7• 7' - 3w MOTION) 10 1/2• 9 1/2- 12• 12• 4' W (TOP) 13• 13• 8 1/2 4w (BOTTOM) • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER ® IS USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 k 7 APPLICABLE TO I k ANY OF THEM MAXIMUM lPANEL 1 (H_) TAPCON LAG SCREW PANELMATE FEMALE O PANELMATE PLUS W0W BUSHING 13• 13• tw (TOP) 13, 13• 13• 13• r IOU (WITC61) 6 t/2• 6 1/2- 6 t/2- 6 1/2• 6 1/2' pw UQF) 6 1/4' 12 1/2" 6 1/4' 2w (BOr 5'o" -_ 7• 7 1/2• e" 6_ - DOE) LESS 7 1/2- e' 01OROu) 13• 13" 13- _ 13- 13, (top) 445. -45 TO .75--Is 13" 13' 13- _ 13• 13' 4W (BOTTOM) 13* 13' 13' 11' 10' 1W . 13' 13- 13• 13• 6 1/4• ITT (BOrTOY) 6 1/2' 6 1/2' 6 1/2• 4 1/2" 6 1/2' 2w (TOP) - - 6 1/4' 12 1/2" 6 t/4• 211 (BORE•) >5'-V 4 1/2' 5' 7 I/2• 7 1/Y - (LOP) 7• v s• 5 1/2- e• e• - 3w wrroM) LT ,Y 7J' tJ" 5 I/2' (LOP) 13" 13• 13• Ir To' 4w (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PAPIEL LENGTHS WHEN SPACER ® IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAKE It A A.S.D. DESIGN LOAD MIUMIUN PANEL LENGTH 40 PSF OR LESS W-8" > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ffAkE ID OR PANEL MATE PLUS ANCHORS k W/ S HMHiwN, 1/2" O.C. INSTALLATION DETAILS INTO POURED CONCRETE FOR UFE SAFETY PANEL n OR CONCRETE BLOCK STRUCTURES I/4.0 TMCON_ OUSTING POURED ANCHOR • 9. D.C. - -OONCwm OR �'. CONCRETE BLACK 1 REDUWED. i 1/4'0 TAPCON oS7NG�POt1NED ANCHOR O 9, 0 C. M % CONCRETE BLOCK REQUIRED. 2 J/ E.D- I I O N I N I Aw S 1 I 1 � ,MAN O4W 7Hn N I PANEL LENGTH (SEE ELtNATON ON SHEET 12) L/2 EXISTING POURED_. E D 0 CO NCRETE REOIBLOCK KNED. I I/4'0 PANEIANTE PLVS ANCHOR 4012 1/2' O.C. 0 REGULAR PANELS SEE SHEETS 15 R 16 FOR ANCHORS TYPE k BANGING FOR INSTALLATIONS 111,11 WOW FINE IUDOM IIIINRIN ANI>011 SPACINGS AND YMMM CODE OWANLY ARE NOICLIED ON THIS SCHEDUE FOR E.O. LESS TWIN NOrA= ON SCHEDULE REDUCE ANCHOR SPAONC By MLAIRYM SPM1D SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS POI THE OPEINDIOM TO K REDUCED SACW OBTAINED USK FACTOR SHALL HOT K LESS TWIN MINIMUM 9VCM MRriT1D Foa EACH ANOW TYPE ON TE SCHEDULE. 1/C• 1/•'0 $Memo ENE "wca FrT tk,E IHefYY A,OOR VIA= PU 3 3 -wommurwK /M•Y• D.) 3 3 se-41 AI w ON OII.4Y 3 3 1n NON( SK N I Ora) R1aroR ors - _ ,n. W, _ i.o_ ED.- . 71 I I I /• Mn. 1 1 SEPANAKTIOti- TO CLASS. I __ ,/4•FmY u ea C � ft.i.. NG I 1 USSSO'II i � l I 'L' MAX. a i 4 6' PANEL LENGTH I 1 (SEE ELEVATION ON SHEET 12) I 1 IT i I ^ 1 0 /�l I I EXISTING POUIIED %� CONCRETE I CONCRETE BLOCK / REQUIRED. 1 PLUS AM (BEYOND) O ANCHOR (BEYOIO) ANCHOR NEL WALL MOUNTINGS SCALE 3/8-1- MAXIMUM A.S.D. DESIGN PRESSURE RATING a f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL() INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A.S.D. DESIGN PRESSURE (P.. T,) MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE TO SECTIONS k MAXIMUM PM41L L mm" (nCMOM MWL A.S.D. DESIGN PRESSURE (P,O,T,) MAXIMUM ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW AAPPLIC/'8E TO k MAXIMUM AREL PLENGTH (K) TALON 50UD-SET PANEIANKTIE FED O I PANELMATE PL,� -MYUN CIW(-N TAPCON SOLID -SET ` FEMALE m P � INMO-PWLH1 CNx-IN m mmwwi allTo mom Ofmcum m m ro DOW OF THEM,) ro m m ro to ro Di THEM 4a5, -43 LESS IS' 1J' 17• 13' Ir 13' Ir 13' • 3 tY , 3 (ITp W. ME53 445, -45 To 465, -IS 13' 13' 7J' 3 J 3 r ] r 3 ,- J „ , / 2 , (T00) Olt8' LESS Ir 13' 13' 13' Ir 13, Ir 13' r13 13• 13• 13• 1 (BOTTOM) 1r ,3.13• 13' 13• 13, 13• 13' 13" 13' 1J- 11 1/2 t (BOTTOM) tr IS' 13• 13- IS• 13- Is- tr 13• 13• 13• 2 (TOP) lY 1r 13- 13• tr 13• tr Ir ,Y 13' 13. 11 1/3 2(TOPIr Is. ,r 13" I 13• 13• 13• 13- 13• 13' 2 (BOTTOM) ,3' 13• 111' 13• 1r 13• tr U' Ir 13• 13' 11 1/2 2 (BOTTOM) 1}• 1S" ,Y W- tY t3' 13' 13' 13• 3 (TOP) 13• 13, 13' 13' ,3• 13• 13• 13' 1Y ,3• 13• 11 1/2 3 (TOP) 12 1/ 12 1/2 6 1/4• 8 1/4' 12 1/2 12 1/2 - 6 1/4- 6 1/4- 3 (BOTTOM) - - 2 t/2'12 1/2 6 1/4' 6 1/4" 2 1/2-12 1/2 - - 6 1/4• 6 1/4• 3 (BOTTOM) e' 6• r e• r e' r e' e' 7 1/2' 4 (TOP) 8' 5 1/2" S' W 6' 6 1/2' e' 7 1/2' e' 6' 8• 5• 4 (TOP) 6' - 8' - 6' - 8' - 6' _ 6• _ (BOTTOM) 6• 13' _ - 8• _ 6• _ 6• _ _ 6• - 6• - 4 (BOTTOM) 13' _--13• 13' -- 13'' t3' Ir 13, IS• tr _ '3' 13" 13' S (TOP) 1]' 13' ,]' 'r 'r lY 13' 13' tY 1S' 11 I/2 5 (TOP) ,r 13• 13' 13• Ir 13• I-Y f3' 13• t3• 13• 13, 5 (BOTTOM) 13' 13, 13• 13• 13' 13• Ir 13' IY 13• I3' it 1/2 5 (BOnOY) tr 13• 13- t3' 13- 13• Is- a (TOP) Ir_ Ir 13' Ir U' Ir ,Y 13' 13• 13' 13• 11 1/2 6 (TOP) - 5 1/4• 5 1/4- 6 1/4• 6 ,/4- - - - - 6 1/4- 6 1/4- 6 (YOTT.-) _ - 5 1/4• 0 t/4• 6 1/4' 6 1/4• - - - 6 1/4- 6 1/•• 6 (wrr.••) 1J' S' 13' 10 1/2 13' 7'13. 7' 7 1/2 5 1/2 13• 4 1/2' 1 (TOP) >5,-8• 70 14 -4' 1 t3• 6• 13' Ir 13' 8 1/2• lY 6 1/2' 0 I/2' 6 1/2• 13' 5 I/Y t (TOP) >5'-8- M 9-6- Ir 7' 13' 13• Ir 9 1/2 13' 9 112 t0 1/2 7 I/2 IY 6• 1 (BORON) t3' 7 t/Y 13' 13• 13• ,0• 13. 10' ,1- 6• 13• 6 1/2' 1 (80TTOY) T3' r 13• 10 1/2 13' 7" 13' r 7 1/2 5 1/2 tY 4 1/2' 2 (TOP) 13• 6• 13• 13• 13- 8 1/2- IY 6 VY 9 1/2" 6 1/2* 13• 5 I/2' 2 (TOP) 7- 13• 13• 13• 9 1/2 13• 9 1/2 10 1/2 7 1/2 13• 6 1/2" 2 (BOTTOM) 13• 7 1/2' Is, 13' Ir 10` t3' 10" IT- 1 8• 13' 6 1/2' 2 (BOTTOM) 13' 7' 13' 13' 13' 9 1/2 13' 0 1/2 10 1/2 7 1/2 13• 6 1/2- 3 (TOP) I3• 7 1/2" 13' 13• 1Y 70• 13• le• 11' 8• 13" 6 1/2. 3 (TOP) - - 12 1/2'12 1/2 6 1/4• 6 1/4' 12 1/2' 6 1/4' - - 6 1/4• 6 1/4. 3 (BOTTOM) - - 12 1/2.12 1/2 6 1/4' 6 1/4' 12 1/2 f2 1/2 - - 6 1/4- 6 1/4' 3 (BOTTOM) 5 1/2' 7' 3 1/2• 8' 4• 4 1/2' 3' 6 1/2' 3' 4 (TOP) 7 1/2- 3- 8' 6' 71 4• e• 4• 4 1/2- 3 1/2• 6 1/2• 3- 4 (TOP) a* 8' e' 5 /,2" -- 7 t/2' 4 (BD7To1H) I If.e' e' 5 ,/Y 7 1/Y 4 (BOTTOM) 13. 7• 13" 13• 13• 9 7/2' 13' 9 1/2" 10 1/2- 7 1/2• t7• 6' (TOP) Ir 8 1/2' 13' 13• 13' ,0• ,r to' if' 8' 13' 13' 13' 9 1/2' 13' 9 1/2' 10 1/1 7 1/2' 13' 8 1'2' S IBDTTOM) 13• 8 1,2• 13• 13' 13• 10• IY 10• 11- 6' i3' S' 1]' 1D 1/2 1J' r »• T 7 1/2' S 1/2' ,J' 4 i/2' 8 (TOP) 13' e• ,S" 13" 13' 6 I/2' 13' a t/Y 9 1/Y 6 t/Y 1J• 5 ,/2' 6 (TOP) 6 1/4- 5 1/4' 6 1/4' 6 1/4' a t/4' 6 7/1' 6 (BOTH.^) 6 1/4• 9 1/4• 6,/4' a t/4' - 6 1/4' a t/{' 6 (BIOTIC«) SEE BMW I IN ANOIONS TYPE k SPACING FOR INTIANLATONS 11110 MM FTWE ILKOPI05 • LI6OMM ANCHOR SPACINGS AND seem EDGE owANZ AN: NDMArm ok,MS SCHEDULE FOR ED LESS INN 409:4ED ON SOEDUt REDUCE ANCHOR SACM N ,AATtPLYW SPACM SHOW ON SCHEOLRE BY THE FOUAWM FMTOW FOR INS OPERITON TO K MSML REDUCED SPACING OB(M4D LOW FAUN SMALL NOT BE LIS TWA WORM SPACING INDICATED TON EACH ANCHOR T1W ON THIS SCHEDULE A1ICNOR TYPE 1p'• tp•• tp•• tp•. t/••• -- _ - 2AMc�MRR1 1/a•• ... - Mu-r tNPUUM -- sne-BEr ----- P ' P'w0 B MINIMUM AINC QR SPACING (h) ] ] 3 3 2 ,n' 2 ,/2 INPTNIIF2 (Cal Bm1 3 3 ,/2' 3 1n• 1 3 1n 3 ,/r AC1(W. WK ommm FACTOR r n0oT aft 3 17 " SPACINGS ONLY VALD NRfEP1 fS USED. SEE WE /1 FOR MAX. A.S.D. LirNfi'T1S DESIGN LOADS k MAX. PANEL LENCiiHS WHEN SPACER @Aj) IS USED. USLAI A A". DESIGN LAND MAXIMUM UM PANEL LEM= 40 PSF OR LESS W-8' > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5•-10• A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2- O.C. FLORIDA BUILDING CODE (Non I - _.. _--..-.. .... ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. 14. 15 k18) -. Y MAX. R-1A/13, R-2A/13, R-3A/14, it-10/13. R-28/13, R-30/14. 31 MAX. I R-1AW/15• R-2AW/13, R-3AW/16. R-1BW/15. R-28W/15, R-3BW/16. � M„' D.j). OHO O O O O O O 0 I 1 � 1 I T I I I -7 1 I' t 1 I j j L/2 1/4'0-20.1' S.S. BOLTS W,�j111 : t• (USE FOR PANEL LENGTH MAX, 1 OVER V-67 : PANEL LENGTH .REGULAR STORM PANEL , REGULM I. PANEL O 440.0. -40.0 "J OVEWLAP MD PANEL LENGTH YOU) l _ - - 7 • -54.0 LIFE SAFETY FORM PANEL 1 (W/O OVERLAP MID PANEL LENGTHBOLT) A- - - MSC 2INN. PANEL LENGTH 1/4'0-20.1' : "1� ____ __ ____ ________ AT MOUNTINGS___ ... - _ _ AT ALLMOUNTINGS - I S.S.TS w- or I ' AT EA � I - 1 11 •'�" _ 1 H "Ai_siuu LOCATION O LbE SAFELY _ PANEL BOTTOM CORNERS O. D.M..Q._ RL - -OVERLAP- -OVERLAP- Or ® WING NUT AT WING NUT AT MBIOR LE --- J• MAX. LEFT PANEL - OlY� -RICH PANEL J• WILE t INSTALLATIONS ONLY VALID FOR WIND r MN. R-W13, R-2A/13, R-3A/14, R-18/13, R-29/13. R-30/14, r NNE, SPEED UP TO 170 ,n.p.h. R-MAW/15, R-2AW/15. R-3AW/16. R-18W/15• R-201111/15• R-3901/16. _.ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13, 14. 15 R16)... 1/4• MAX. GA (t) LIFE SAFETY STORM PANEL n ELEVATIONREGULAR 2.581. (LIMN OVEMAP T64E WSLEYj SCALE 1/4'.,' OREGUL AR STORM PANEL STORM PANEL - Hu„ti 1/4 7r ......MAIL -OVER ' __ __________.___.. __ ___:_______._=-_-.a ..ce------ ..___e__ * 2t} LIFE SAFETYPANEL i'o' . 5 FLORIDA BUILDING CODE Non High Vaimity Nu cam Zone ��yy•{E�RpI�O/]pp -;.�F' F�ORIO►• • ,>imo nTEm INc 24 GAGE GALVANIZED STEEL STORM PANEL '.: N cN --_-- 1L EI C O EKE. GLOBAL PROTECTION PRODUCTS, LLC. 6T/DD E..O1e _ SECTION A -A �/ CNlANR )1m1 s.M. 31 9TWw oAW_ n. 33314 20-175 SCALE 1/4--1• / n,.. p.y A,-,m. � (HMI m-+O, ANON: (WNW-7814 FN. (65.%5M-B297 P.E. S[AL/wONTIN/CAR CA-9o05719 +f-,A IAYTOI A 1RLR Y.. PA r !QI 12 M 16 t T' a INSTALLATION DETAILS INTO �_ li WOOD HEADER -_._ , I,I WOW HEADER TfiO1JIRE0 I REWIRED FOR LiFE SAFETY WOOD STRUCTURES - - -� / •� �' �'- PANEL a) - *ODD HEADER - wRED Y 1 �! ill= HEADER ,I. 1LEOUIRED ` lµ r 1 1.0 TAPCON I ! 1'• TAPCON HDR O Y O.C. O 9" O.C.ANCHOR I ''I/-• TAPCON O 9' O.C. 14"I iAPC01 I OR O 9. O.C. 4)I;II 4) -4)r1 1 /; / MAX --- -, MAt1__ -- --) MAIL`----- �I Mn. I I _<DR j j ,y; p ,H sor ® , ,n'4-f�N�,•�AvA 6 �• {. --f- Ar FA wur F](6n p I >li e416 W a 1/' - ri I.. v u EXIS11fiyE ,8 I 1 CU4 •Fl K4 ♦ Y(; ♦ L 1. (L6[ W10 NSI� � -'-q I p ,I ssi Pa`�^'r ( w,roAll A r I I I R 1• MAX. 11 1 IEYH D,P Y-07 1 tl 1 H 7- MAX. R I _ --_A: .__ •L• Mdt a-. ... ♦ .. - -r- 6 PANEL LENGTH Q (SEE ELEVATION II __3_- _ _ _ Y- _ _ 1 I i" ✓� - _.1 - PANEL LENGTH 6' (SEE ELEVATION I I PANEL LENGTH ON SHEET 12) !I I PEEL LENGTH ; I ON SHEET 12) B -....T._. .(SEE ELEVATION I (. _ _l ON SHEET 12) T- - - -- •- SEE ELEVATION j ( ELEVATION ON SHEET i2) _-. 11 I. Yin. Ir TON R m GLASS 1 A 1 YM. -T I I j �_ I 2 ��-T-I-�----SEPARATION-- i ..O I 9--SEPARATION GLASS. I t0 GRASS. IT 1 l� _ _. 1 Min, L/2 TD ARATION GLASS. O '. .O 9- �T/Oy ED I 1 : _ - Eo \ can I (...O _. I \:J 2'.4' NOL1Q Y PLATE I' �/Y o.cQ _ I 1. - V2• 1`. '� --1 u HIo1 1•u rn,/2• ,.. _ 1/4'0 TAPCON I, - TAPCON REWIRED - �4'0 iAPCON 2'N' WOOD • 12 ac -1J4'1 . MCHOR O Q• GC. NCHOR • 9' O.C. STAGGERED W/ STUD l STAGGERED w/ STUD - ANCHOR O 9' O.C. PLATE -r REWIRED __1/4'0 TAPDON WOOD WOODjPU _ ANCHOR O 9. OC. REQUIRED REQUIRED A �jf$(JSitYE R-T� O REGULAR PANELS ALTERNATIVE R-18W O LIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/8-1' - M A 7lLjAj - WALL MOUNTINGS SCALE 3/8-1- DENS ' Wk FLORIDA tffiIES 1. INSTALLATION ARE ONLY VALID FOR AS.D. DESIGN PRESSURE LION ON (H ET AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. BUILDING CODE Non NI h Velocity NurHDone Zone), mm 0.44167 tn1E00 24 CAGE GALVANZED STEEL STORY PANEL y'Q _ * • _ * L STATED IL E C O EKE. GLOBAL PROTECTION PRODUCTS, LLC. 5""'2m q 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC / 9'• F tc �' O,t: •. LORIO •,•�.thJ k agIPAHY aLrr-�.-wean4TM N0o s.•. 6, QnRT OMW.,L=11 20-175 DENSITY OF 0.55 OR EQUAL VVV"' Si n-: tMq tN4 m-,v� nowt (954) �fA 419 , �.N »r a IM: (W).eQ-67w r 1R r IIW NI Ar HIMLL TMIE/OA76 WAn W A INUT N.. PE aV ?•,A LK,u 11Q1 ,S OF to M-AXIMU_M, A.S.D. DESIGN PRESSURE RATING s.f.L AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELn, INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5) MAX. A5.D. DESIGN PRESSURE (P-.1 MAXIMUM ANCHORS SPICING FOR MN E.D. PER SCIEOIAE BELOW APPLICABLE TO SECTIONS I k ANY MAOAkkJ PANEL LENGTH (R•) MAX. A.S.O. DESIGN PRESSURE ((aT•� MAXIMUM ANCHORS SPACING FOR MN EA PER SCHEDULE BELOW III APPLICABLE TO k MAXIMUM I PAREI. LE,NGiH (k) TAPCON I SOUR -SET PANELMATE D I PA1 IOLIAN P111S ZMLAC-MJLN C18K-01 TAPCON I SCUD -SEE PANELMATE PLUS ZAMAC-NAI N I CAL!(-INRATIN m Docan,13• ro W m 10 W CaI1BINOl0N m ro m ro ro ro >465. -65 TO ,75E q5 11' 13' 13' 1J' IS• 13' 13' 13' 12' tY 10• 1 ) 5,-8, oft MESS ♦7ro-75 411k-, 1k6 IS' S' 1]' ,0 1/2 13' 6 t/Y tY 5,-e IM LESS 13' tt• 1)' i]' 1]' 13' 13' 1]• 13' 12' 13' 10' 1 (BOTTOM) 13' 1 6 /2 17' 1 3 tY 9' t3' 9' 10• 7 1 2' / 1J• Y 1 BOTTOM (BOTTOM) 13- Vl- Ir 13' Ir 13, 13" 13, Ir 12• 13' 10• 2 (TOP) Ir 5- Ir 10 1/2 13' 6 1/2• ,Y 6 1/2• 7 1/2• 5 1/2' q' 4 1/2. 2 (COP) 13, II' 13• 1Y 13• 13- i3- 13• 13- 12• 13- 10• 2 (BORON) Ir Y 13' Is- Ir 9 1/2' 13' 9 1/2• t0 t/2' 7 1/2• 1J' 6 7/2' 2 (BOTTOM) 13' 11• Ir 13• ,r tJ• ,r Ir ,r 12' Ir to' 3 (TOP) lr T 13• Ir 13- 9 ,/2" 13' 9 I/2• tO 1/2' 7 1/2' ,T p• 3 (TOP) - 12 1/2.12 1/2 6 1/4• 6 1/4- 12 17P ix ,/2 - - 6 1/4' 6 1/4- 3 (BOTTOM) - - 2 1/2'12 1/2 5 1/4. 6 1/4' 2 1/2- 6 1/IV - - 6 1/4. 6 1/4- 3 (BOTTOM) 0' S• e' 6' 6' 6' e• 6 i/x" 7' S' 6' 4 I/2' 4 (TOP) 7' 3' 8• 5 1/2, 7' 3 1/2• e' 4' 4 1/2' Y 6 1/2- 2 1/2' 4 (TOP) e -13' - e' e' - 6' 6' B" - e• _ 4 (BOTTOM) e 13• - 6_1/2' 6 1/2• - e' - If. - s V2• - Y - (BOTTOM) ,t' Ir 1S' IS- 13• 13• 13- 12- 13• TO- 5 (TOP) +3- 13' IJ• 9' 13• 9' To' 7 1/2' 13' 6' 5 (TCP) 13' 11' _ 13• _1]• 13•- 13' 73' 13• lY tr tY fY to" (80TTOM) it 7• 13• Ir 13' 9 1/Y 13' 9 1/2' 10 I/2 7 1/2• Ir e' 5 (BOTTOM) 13- 11• 17- 13' 13• 13' 13' IJ• 13' 12' 13• 10• a (TOP) 13• .- S. ,3- 10 trl 13• a in• u• a in• 7 1/2' s 1/2• _13• 4 I/Y a tiDP) _ _ 6 1/4' 6 1/1' a I/4' 6 1/1' _ _ _ _ 6 1/4• 6 1/4' p (80TT«) _ _ _ 6 1/4• 6 1/4' 6 1/4• 6 t/.• 6 1/4' a 1/4' - - e t/I' 6 1/4' 6 (BOTT.••) 13' 7 ,/2' 1J' 13' i]• 10' Ir IO' 1t' e' 13' 0 1/2' 1 ) >5,-8" To e-o• 13" s• ,J' 10 1/2 Ir 6 1/2• 7]• B t/Y 7 1/2' S 1/2' 1Y a ,/Y i (TOP) >S-6' TO T-5• 13- 7 1/2• 13• ,3• 13• 10 1/2 13• 10 1/2 I, 1/2' 6' 13' Y I (BOTTOM) Ir 5 1/2' 13• 13' W 9• IY 9• 10' 7 1/2' Ir G. 1 (BOTTOM) 13' 7 1/2' 13' 13• 13• TO- 13, TO' 11' 6' 13" 6 1/2' 2 (YOP) t]' S• I]' 10 1/2 13' 0 1/2' Ir 6 1/2• 7 1/2• 5 1/2' +Y 4 1/2' 2 (TOP) 13' 7 1/2' 13• 13• 13' /0 1/2 13' 10 1/2 11 1/2' 6' 13' 7• 2 (BOTTOM) /]' Y 13• 13' 13" 9 1/2' tr 9 1/2' 10 1/2' 7 I/2• Ir 6 1/2' 12 (BOTTOM) 13' 7 1/2' I]' IT 1J' ,0 1/2 Ir 10 1/x ,1 1/2 e' 13" 7• 3 (TOP) 13' 7' 13' 13' tr 9 ,/2• 1J" 9 i/2' 10 t/7. 7 t/2• 13' 6' 7 (TOP) 12 1/2 12 1/2 6 1/4. 8 1/4' 12 1/2' 6 1/4" - - 6 1/4• 6 1/4' 3 (BOTTOM) - - 2 ,/2- 12 1/2 6 1/4• 0 1/4. 12 1/2' 6 1/4' - - 6 1/4' 6 1/4. 3 (BOTTOM) 7 1/2- 3 1/2- 8• 6- 7 1/2• 4• e• 4 1/2• 5- 3 1/2• 7' 3• 4 (TOP) 7• 3' C 5 1/2' 7• 3 1/2" e- 4• 4 1/2• 3- 6 1/2- 12 1/2' 4 (TOP) e - e - e - . Mariam) 6' - 6 I/Y - B. - 6• - 5 1/2' - (BOTTOM) Ir 7 1/2• 13' ur 13' 10 1/2 13' 10 1/2 11 t/2 8' 13' r 5 (TOP) 13' 11/2' 13' il' 13' 9' lJ' 9' 10' 7 VY�1�35 crop) 13• 7 t/Y 13' iJ' 1J' 10 1/2 13' /0 t/2 t, t/2 p' I]• 7• 5 (BOROAI) 13• Y 13' 13' f7' 9 t/2' 1Y 9 1/2' 10 ,/2' 7 1/2-S (eortGM) 13• 7 1/2' 13' 13' i3' 10 1/2 73' /0 t/2 11 1/ 6' 13' Y e (TOP) lY 5' 13' 1T 6 1/Y iJ' 8 1/2• 7 1/2' S 1/2' 6 (TOP) 1/•' 6 1/4' 6 1 •' 6 t/4' 6 1 4' 0 1/a' 6 (80TT.••) 5 1/a' 0 t/4' 6,/•' B 1/a' 6 6 (EDIT.••) SEE SHEET I I RA A CHIM TYPE • SYfAD IDR INSTALLATIONS INTO WOOD MINE ILRaMML • MNINM ANCHOR SPK63GS AND MNMM OW D6TANi AK INDICATED ON THE Sd1mIAL FOR E0 LB{ YAft ROWO ON SOMEDULE REDUCE ANCHOR SACM We MATwRYW SNOW SOWN ON •3OEOAE W, THE TOUDWI o FACTORS rm TUS O'EPLAION TO WE P0630UE, R[ SPNCMG OBEK® USING FACTOR SOUL NOT K LESS TAWN HARM SPACING RdCATD FOR EACH ANCHOR TIME ON THE S]EDIAE IVRIQR 179E -I1MtA8 .. SaLPKf - S IIY TO NKIYRn RHYOyMSN OYII-N - MINIMUM ANCHOR SPACING (la) 3 3 3 3 2 ,/Y 2 ,/2 II6MMIle 608E (M) ] ] yr r 3 3 ,n• 3 1113TM10 w•oJ mO!=Fsmt 3 3tlr 3'Ir 3,12 3,n• ALTIMI. ®G dIOWR't E.D. FACTOR -jr D.M _ _ -R5]5_ ,.W •• SPACR4S ONLY VALID WPIEN SPACER IS USED. SEE T/�BIE 11 FOR MAX. A.&D. DESIGN LOADS k MAX. PANEL WHEN SPACERSUSED. A.S.D. DESIGN UDAD IM1016�TH PANE1. LENG 40 PSF OR LESS W-8' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS k W/ 0 SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR UFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4.0 TAPCON -__ XE EPo{MED 1/4-0 TAPCOEL._ _._ XISTING POURED 1/4.0 TAPCON . -. p(151Y3G POURED 1/4.0 TAPCp1 _ QOSfMIG POLAIVD ANCHOR O 9' O.C. CONL OR ANCHOR O 9. O.C. CONCRETE OR ANCHOR O 9' O.0 CONCRETE OR ANCHOR O 9 OC. �NCRE'TE OR CONCRETE BLOCK CONCRETE BLOCK �. CONCRETE BLOCK .. CONCRETE BLOCK /i REWIRED. REOUNED. / REOUIRED. 1/4'( /(,/1. (...410 1/4' F 1/2' 1/4Ali. IT t II 1 O I EKSTNDJI (.- __ 1. eaLn M . GLASS LL GLASSN a 1 i a� I n I if IT L I n I M L. Nm. II 1 PANEL LENGTH19 p _ _ _ - (SEE ELEVATION p u -..., .^y.,.n.' .. I 1 ON SHEET 12) 1 RCOlMEO. J E.D* 1 I I If ON- ! If A (. _ -EELS 61X.15 • E7O5TVr!( /, V r . , AEA G1A35 -'-Nt II MAX. n PANEL LENGTH - I 6• (SEE ELEVATION yNN-..-VA- I ON SHEET 12) I .. - 1 II--SEpARAY10N _ ! If TO CLASS. IT -. _.l 6 1 6. ED• j / I �1 ED.• /i I �l !�- 1 •III/! /' �� I •IIVlK 1 ) 1 BSI I 1/4'0 TAPCON '_ 1/4.0 TAPCON ANCHOR O 9' O.C. ANCHOR • 9. O.C. EKISTRK. POURED CONCRETE OR EXISTING POURED CONCRETE OR ._ CONCRETE BLOCK REOUIREO, ..))-LNNONCRRRE��TEggBLOCK REQUIRED. O EGU�ELS O LJ%%%"PANEL WALL MOUNTINGS SCALE 3/8-1• SEE SHEETS Ia t /6 FOR ANCHORS AIIOI011 TYF[ ,,.. TYPE k SPA FOR NSTAW7ORS R7f0 wL� AME OU ,MOOD RIME 91INDLLN0B MIHINM ANCHOR LPACNGS AND 4INIRM MINIMUM. NDOR 7Wam 0.) 3 ,�W,r, oN.•I, P•J •RNTAIRIW l AREnDSA7ED ON TIE SCH ULLDISIANCE WOOED FOR E.O. LESS ANCHOR ON SCHEDULE REDVCE A1IC/MDR S/•IILIwID ON SCHEDULE of • Y•W 00 3 BY MULTIPLYING SPACING SHOWN ON SC14MME 9Y M FOLLOWM FACTORS Amm OK mwm OW � ,n' a3I FOR THE OPERATION TO K POSSIBLE. REDUCED SPACING OBTAINED USN0 FACTOR SHALL Nm K LESS THAN -.... - - 3 +n• _ oWi ANCHOR SPACTYPE O ROS'A7ED FOR EACH MOOR TYPE ON THIS 9CHEOULE Y - -._ - - _ _ .. likes 3 t _ O 140- ,ALL r I 1' M PANEL U (SEE ELE ON SHEE O OL/2 3 KA13 • 1• MAX. 6' PANEL LENGTH (SEE ELEVATION ON SHEET 12) 1 8' E.D.• // % I ED.• // 1 + EON 1. ! 1 EQ EQ i / 3aaSnHc• NS EO j - WIN; N.s, e 12 ,/!' O.C. • 12 2. - I/4.4 TAPCON _ 1/4.0 TAPCON ANCHOR 0 9' O.C. ANCHOR O S' O.C. COSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR CONCRETE BLACK REQUIRED. -CONCRETE BLOCK REQUIRED. L00 O S,S,FSrI1ON R-2B PANELS O LIFE SAFETY PANEL WALL MOUNTINGS IIIIININ,�_ $GALE J/6-1• FLORIDA BUILDING CODE (Non Niah Velocitv Nurrieane INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO WOOD STRUCTURES 'i ROOD HEADER, RwOppppp HEADER ._. $GLARED 1 OUIRED / II / �4Y TAPCON 1 4'0 TAPCON ` I ANCHIOR a 9• o.a • e• D.C. ) r .. t/2• 1/4• 1/Y 1/4. MAX-- MAX. - --- _1 1 2• ' ken I W. I ' 1 1 Oiaa, u. IO14 DoSTINj,j 1 1/4'P-3h,' 1_ `: l GLASS I RD w LIVE ION IwL c SST IT 1 IDIOM 0.O, 7•-V) A 1 , II 1 tl I L* MAX. 6. PANEL LENGTH PANEL LENGTH 1 1 t ( ELEVATION LL 1 (SEE ELEVATION ON SHEET 12) _ - _ _ - .T ON SNEET 12) 8 - 0 If TD wAss. 10 I O e /DI - SEPAMTON n n 0 GLASS. I 6. I L/2 ��-i-I, EQ. / •avr E0. '. j •IIvr oc I 1 EO w I! .._-_! _.I EO - ( � L I I 1-K4 WOOD 26.4- WOOD PLATE : j PLATE REQUIRED _ 1/4.0 PANELMATE PLUS REQUIRED 1/4'0 PANEL -PLUS --ANCHOR O 12 1/2. O.C. ANCHOR O 12 1/2. O.C. ALTERNATIVE R-3AW - O REGULAR PANELS WALL L6�R��6muPS HIIIIINIIA SCALE 3/8-1* • 41667 �= FLORIDA BUILDING CODE (Non High VelocityNu can* Zone lrl4�: i * ; * 01070 nTma INC, rA' 24 GAGE GALVANIZED STEEL STORM PANEL I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. _ ..Op STATE OF i�� _ mwV M NM DESIGN PRESSURE RATINGS (p.e.f) AND PANEL �%' "O'• Al r -" - WM/ M IL ECO GLOBAL PROTECTION PRODUCTS, LLC. LENGTHS AS PER ELEVATION ON SHEET 12 3,a N - INC MA: NI' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ` /,0NAL F• (✓-I.. Lv M ,� ,,,, ,.� � p� we. n. M,. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Ma1NnwNUNM` / ( N`.: (NR�my-+,MI r-: PM) m-w+ naNc (W)eN- . rAc (W)w-em 20-175 DENSITY OF 0.55 OR EOIAL a�Hxne7,6 w Ofte" - Pt. 9EAL/wGNnUIF/pAIE f•LTER A TXllf M +T-,A , ,Im u a n a� a) c f _ Q (D U 4) CZ O C .� Cu C -0 RCn CV O - O O O ^^'' W �a0 O -v LL- -Cu O •Cn f ) /♦}�JA /1�1 -0 ._ U) Q E Z Z w J OO , u J � L1J i f f= CG .0 ku J w 0 O � ; U70 > 0 ui Cn}a ICU O }d c 0 U LLu G Z Z Q J d. SHEET NO. SH 1.4. 1 11 11 1. - ___ 1._ 1 1 - __ --- - ___ _-- -- _... -- - I I EZ1/18, EZ 1 W/ 18 ANCHORS - - --.. -..- -- ---(SEE SECTION E21 a ATERNATME C21W ON SHEET IS) -3M.- ,• NW. ,• Min. ,-((SEE NOTE 2) cW/® ' O(WTE 2) • Yam, � 3/16'. ALUMINUM OF _ - - , P - POP RIVET_ _ _ _ Is PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2' C O I O o d O to PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED I I TO BE INSTALLED FROM INSIDE OF STRUCTURE. If I AT 2 PER (TYP) NOTES Sox OEFIhITION OF SERIES 2000. E-Z HANG STORM PANEL SYSTEM --rT -T 1.�-I T rT-7 r , i T.... r �.. T _.. T , . r..- f '1 ) i {--i OF L' (') I (END PANEL) I ( (INTERIOR PANEL) T (INTERIOR PANEL) I (I NOR PANEL) i (END PANEL) I ` MAx_ CONSISTING Of PANEL + Cont TRACKS TOP h BOTTOM. SEE NOTES 1. 3, 4 SEE NOTES 2, 3, E I I 116._0. (2). END PANELS SHALL ALW/jjS BE CONNECTED TO BOTTOM TRACK I I i j OTHERWISE A STOP BAR (� SHALL BE PRWIOED AT TOP Of SUCH I I I PANEL LENGTH PANELS. _ { 1 >< I I I - 1 - Ik I _ 1 is (1 I st S,O ./- w.O P.F f (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION :. 1 SHALT CONSIST OF 1/4•R-20,3/4' M.S. W/ 7/8"0,3/32' WING i! I I• a �I j BOLTED PANELS W/ 1/..-20,,• ' NUT OR 1/4"0.3/4" Min THUMBSCREW INTO TAPPED BOTTOM l I I I I f -S.S BOLTS IN O IA OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO ' I I SEE sEcrges AS APPLICABLE) EXTERIOR MT FLANGES OF END PANEL. ( ( IN CASE THAT END PANES ARE NOT CONNECTED TO BOTTOM 11 r MAX TRACK e. A STOP BAR ,S ONLY USED AT TOP AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS " ` INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF JJ_LLJJ_LLJJJLLJJ_LiJJ.1LLL-1JIILJJ_LLJJ-1441JJ_LLJJJ _ -E_ 1 PANELS To BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. A J Mo. SEE NOTE 4 3• Yo. _ _ L ' Ax,,. NSEEOTE 3 7iW/� S NOTE J I • uvl t INSPEED STALLATIONS ONTO LY nVA „D FOR WIND ANCHORS - - - -(SEE SECTION EZI A AOERNATNE EZIW 04 SHEET 18) - - - EZ1/18, EZ7 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELd) SYSTEM (j SCALE: 3/32'=1' 2.697•(Ael O'43W !/•' Maw GAP -, W3401F VNli'O MAX. GAP SECTIONA -A ,,,Ii^rllr��rlNFy� SCALE'. 3/32•=T" ����P�:••''• Ery •.9 : FLORIDA BUILDING CODE Non High Velocity Nu Icons Zone) 0.4416i z.c Pawo nTfrn INc 24 GAGE GALVANIZED STEEL STORM PANELr','., z •o'-. STATE O� ITLrECOINe GLOBAL PROTECTION PRODUCTS, LLC. DT[- 110` COidANY •p00 a. 61 PRO OA,M. fl 1Ui. ''4�OFfC �0811JP,•G ...M (IX4 . �nPli en_,v"I� • (RS•)oep-)SAS rAx roa4xee-pier 20-175 u-000e71eHIM, Ut.°"M1°10 /frfr WnrmUlll wALim A 1I1P 41 PL cunt n or ,e et ENGINEERING ENGINEERING EXPRESS - PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17809.1 - R2 EX Project Number. 20.31541 Product Manufacturer: Ail American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 33409 Product Name 6 Descnptiom 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rub Chapter SIG20-3.005. FAC., for statewide acceptance per Method 1(d). The product noted stove has been tested STRUCK evaluated as summarized herein to stow compliance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended, at bast equivalent to that required by the Code Re-evaluation of this product shell be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTSraw EX ding 020-31543 ti8ed'24ga Galvanized Steel Storm Panels (HVHZ 3 Non-HVHZ)'. sheets 1-5. prepared by Engineering Express, signed 6 sealed by Frank Bernardo. P.E. Is an Integral part of this Evaluation Report. . TEST REPORTS TA test standards r test Uniform stoic structural performance has been tested in accordance with S 202 Unt pe report(s) OBT-ASG-17-001 by Bbckwater Testing. Inc. Large missile impact resistance and cyclic loafing performance has been tested in accordance with TAS 201 and TAS 203 test standards per test reports) OBT-ASG-17-001 by Blackwater Testing, Inc. . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative anchor rational artalysis to quality the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Sports 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM® E NGINEERINGEXPRESS.COM E NGI N EERINGEXPRESS.COM uu n I- UAL I;\ - ( x0 3 V• I _ Tll a I�LyTi ,JRT.r'�" 1 ALI_aNATE Bu¢oour HWNJTIIW EXrRU530N15 is ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of wild zone 4 and essential fadWies. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist Wind (Dads as Indicated In the span schedules) on the respective Product Evaluation Document (i.e. engineering drawing). Installation This product shall be installed in Sind compliance with its respective Product Evaluation Document (i.e. engineering drawing), Sorg with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document 0,9. engineering drawing) Limitations 6 Conditions of Use: Use of this product shall be 91 strict accordance with the respective Product Evaluation Document (I.e. engineering drawing) as noted herein. t r i rim bads and shall be of a material All supporting host structures shell be designed o east a superimposed listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. h r en installed shall ha protected against corrosion contamination. and All components wlae are permanently pr a9 , other such damage at all Ames. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bernardo, PE ENGINEERING EXPRESSa 19PE0046549ICert. Auth.9885 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM@ E NGINEERINGE XPRESS. CON ENGINEERINGEXPRESS.COM �u y r.L TL H asnNl noon NouNT sDrnon ,'' �l I "'.. U E /1 WALL NDUfR 9ECROr .f. Y.. F, ,T y ,r + s w Tff:, CFELL+IF ,v ''- EIT'lF'M �� ;L.sn.T 'Tit.. F. TI4T.I }.-f 1 T- - x OPTIONAL NOD BOTfDM CLOSURE D=TULA^ bS T x- /'Y 1: NIYI HHIA nl INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES Ti. ..-paSnNG POURED II' OR _ 1_/4'e TAPODN CONCRETE CONCRETE BLOCK `y ANCHOR • 12' O.C. REQUIRED. (tl 1/4.0 TAPODN / 1�- - 14r1' HEX HEAD TEX WOOD HEADER 1•- - 14.1' HEX HELD TER / / __.. __--- ANCHOR • 12' O.C. / �� -; SCREW • 4' FROM REOWREO i1 .� • s' FROM EDGE OF I __© EDGE OF (1 I'� o -o ). ) E.D. j a. , 1/4N�2aI• B .- l -( I/4•e-aI.I' I _T u. pan •-Y u pan . tl I 1 f R' R 1 1/2• aUp II , WIN. na�rwa 1 N I i i i N. p-SEPARATION I 3/16'p EXISTING p MAt10N ' 3/IB'R IXISTREG p 70 CLASS. AWMWW POP ��SE� G1h55-il I �/^7�, C1A55 p "J ate- I-ALIMINW POP p I TENET 4 j -O RNFT V YA * tl Iu pWp • I Y11I MAX .. �.. � 1 PANEL LENGTH AP'^"�• 4 _ -._. 1 PANEL LENX. GTH O S GaaR. e � 1 p t' 16n. I R I I -SEPARATION I p 1 M I -. 1/4'e-20.2' APATION I THUMBSCREW OF p -� GLASS. X TO GLASS. I O 507E I 'R-20.2' OF 1" N 1 THUMBSCREW R I y 1./4'R TAPODN ANCHOR J ; re 12. O.C. �j 1/4-0 TAPODN 2•.4- WOOD ANCHOR • 12• D.0 .. EXISTING pp ED _ - PLATE %;•:%'' CONCRETE BLOCK - __ _ .___ REQUIRED REQUIRED. WALL MOUNTING WALL MOUNTING SECTION E21 ALTERNATIVE EZiW SCALE 3/8-1' SCALE 3/8-1" -•yF1Y11111E'hovf1 TIQ FLORIDA BUILDING CODE Non High Velocity Nurrlcone Zone 1lQTES: *PANEL LENGTH = 0, 441 - oudo M`mO. Nc I.P 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6' = •k ; * � 24 GAGE GALVANIZED STEEL STORM PANEL O, � * .. PRESSURE RATING i/- 40.0 P.ef. AND 6'-0� MAX = ��s= GLOBAL PROTECTION PRODUCTS, LLC. wrz PANEL LENGTH. �'A9 • STATE [ ... _� _. I L E C O 1 N c /UATE 2. FOR NEW Wgpp FRAME CONSTRUCTION: WOOD yO,f: LOR10 ctJ TESi1M0y tKWla[RerO carAMY Ae4o v. sl man - E°R rH'" 4"°°,L ^ A". °•vR' n" 'u31. 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �''yy S/0 ..... E,� p`` / "� LSFi.ve-cur an-,vr n,vc. lEa.kr�iva, r,u (Re.NpR-Slat DENSITY OF 0.55 OR EQUAL. �.. FFNI/IINaI }U.C/DAT[ � �MAIL Ao00611PtI It m rF-IM ro FLOMT W m Ie w Ie FPARK BENNAR00 ,E i PEM34 •e G IreBi ALL AMERICAN SHUTFERS AND GLASS MAXIMUM ALLOWABLE tMIII x �9�.,4 DESIGN PRESSURES: 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) k' *fi �,- AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED s FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER lu Inn (PERP. TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQoUIREMENTS AS L : E• TOP MOUNT (CONN TYP. DETERMINED IN ACCORDANT W[TH ASCE 7 AND CHAPTER TYPE AS REQ'D) SECTIONS 1609 OF THE FLORI DA BUILDING CODE SHALL BE LESS THAN _ si OR EEQQVAL TO THE POSITIVE OR NEGATIVE DESIGN ED OPfIONA1 l.'-If! STITCH PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY { t DOLTS WITH WA5HERED ASSEMBLY AS SHOWN. WINGNUTS FASTENED H9 m OVERLAPS 0 MIDSPAN (USE GENERAL NOTES: WmR� APPROPRIATE SPAN TABLE) d i 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN J�, N W ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE �l� O W T p, ,rt�Y SEVENTH EDITION (MM) FOR USE INSIDE AND OUTSIDE OF THE HVHZ, PER N b p UI y TAS 201, 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE p AND CONFOI N TD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY i G w r APPLY. DESIGN CRITERIA BEYOND AS STATED HEREN MAY REQUITE[ IJ) E n R0.156' ADDITIONAL S ITE-SPECTIC SEALED ENGINEERING: pp�( 2. NO 33-113%INCREASE IN ALLOI'JABLE STRESS HAS BEEN USED IN THE p Z DESIGN OF THIS SYSTEM. 3, THE ARCHITECT ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN 15 USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH {0 / SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, O x( / 1 4 SEPARATE'SIT[-SPECIFIC'S[AL[D ENWHEERING SHALL BEREEQQUIRED IN ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS CONTAINED BOTTOM MOU UT \ + 7 HEREiH. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS (CANN TYPE AS \ 1 MAY BE R UIR[D. /��//jjY3 jFj n 111 REQ'D) \ 3. THE S D ILI! M6IEIN IS GENERIC AND DOGS NOT PRWND[ AAi aJ Ep \R0.391' / IN FORMATION FOR A SPECIFIC S]TG FOR SITE CONDITIONS DIFFERENT FROM YLLJ1 0 ii \ / 0.375' THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED O MAY BE AT TOP- J, ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN i a ��( FAfuuNCTION t- YTH THIS DOCUMENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED ,� > 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURESDIYIDEOBYAL SAFETYFACTOR. _ 7ALL FASTENERS TO BE V'47 00. GREATER SAE GLADE S UNLESS NOTED N T.S. ELEVATION OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE d, S 1 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPEO"CATIGNS Z •+ tT�,r FOR ALUM114UM STRUCTURES. SECTION 3.3 BY THE ALUMINUM ASSOCIATION, r�VVArJJ TOP MOUNT BHC' ALLrNSTOFUA PANELS SMALL BEY APPLICABLE FEDERAL, ST STEEL b0 024LOCA� CODES r-y CC TYPE Lind% yTcc. STORN PANELS SHALL CONFORM TO ASTH M53 STRUCTLIRALQUALITY C A50.EQ'D) (SPTTRRIK�ON 1 . ALL ALUMINUM EXTRU510 SSHALL BE 6063-T6 AW MIN UM ALLOY, UNLESS NOTED OTHERWISE 13. TOP A BOTTOM RETAILS SHOYJN MAY BE if4T[PC MANG[0 AS FI[LO Q BOTTOM CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J HORIZONTALLY AS APPLICABLE. r-MWNT J jm 32. CONCRETEMK ORSNOTEDHEREINSHAUSEEMBEDDEDTD Q �, (CONN TYPE NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER < 9i� AS REQ'D) MANUFACTURERS RECOMMENDATIONS. 33 THE CONTRACTORISRESPONSIBLE 70INSULATE ORPROTECTALL sa Ft O L7 Lf MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. a �t Y x OBSTRUCTION 14. ER SEAL AFFIXED HERE VALIDATES STRUCTURAL DESIGN AS(LOCATION E Z J O (LOCATION MAY VARY) SHOWNN ONLY USE OF THIS SPECIFICATION BY CONTRACTOR, ALL C et,ST 5 6 IN MN3 ES A SAVES HARMLESS THIS di GIMETt FOR ALL COST B DAMAGES [ {w DE R 2 P RESULTING FROM ES R AL INCLUDING LEGAL FEES B APPELLATE FEES ESTE 1 M R� r�CCP OUNT FABRICATION, W MR ERECTION, T CONSTRUCTION CDOcS 5 F BEYOND THAT �E TYPE WHICH S OF T FOR BY LOCAL, STAT[, A F[D[RAL CODES 6 FROM !tRevwEXCEP RF THIS PUN Q'D) 13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO MDiT7OMAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED I 16. ALTERATIONS ADDITTONS. OR OTIH MARKINGS TO THIS DOCUMENT p AN NOT PERM ITTL'0 AND -ALIOATE ITS CERTIFICATION R Lmax PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM POP (1) LABEL (SPABEy � BOTTOM MOUNT (CONrN REP37. EVERY 3.0 FEET. CONTAINING THE FOLLOWING INFORMATION' c N LOW TYPE AS 0.EQ'D) OBSTRUCTION) ALL AMERICAN SHUTTERS AND GLASS WEST PALM BEACH, FL i PANELS MAY BE NOTCHED AS 11111110,, OPTIONAL )!,''-2D STITCH TAS 2a , TAS 202 ETAS 203 PROM DEO THAT CONNECTIONS AND C'�I'nexr,nWN •XINOOIE WING WITH FASTENED M FLORIDA PRODUCT APPROVAL NUMBER ID-31543 ANCHORS ARE USED WHICH SATISFY SPANS ABOVE D BELOW OBSTRUCTION. OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) VISIT ECALC.10131M3 ■ f'''� VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS Nat ee3lNEeLINBExPRBII GOWBTOAE ■ /T 1 N,T.S, ELEVATION nil, lasMtreelxaoutcee C,ILIII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL Al SEPARATION FROM GLASS i (HVHZ, WIND ZONE 4 a ESSENTIAL FACILITIES) MAXIMUM DESIGN AUOV`lA ( INtL1ATION5 1E55 INSTALLATIONS GREATER RRSSURESPANlBIiHANA0 A80VE GRADE I THAN 0'ABOVE GRADE py ) • 3O /130 01 _ 606m - 7.1E •/35 1300n 606 Nry 7.161 I I_--�/40 1Jo 01n 6061. 2.161 / 130.0M _ 6.061n 216m •/'S0 I 130.0M ' 6.061n 7.1E n •/ SS 106 6 n ) 6.08 n 2.35 n -__ - 1 -60 637 n - 6119 n 2 53 n •/ 6s 598 M 613 m 1.721n 1 , ! 70 _._..- - 36A In -_ _ 612,n- ___.__ T_- - 2.901n _.-_.......__._------ ---t-.____.....___._ I . -7 2 / 2701 n 3 m 67 -` I 298 m 7YAN 51.•11tUULt IVU 1 tom: 1. ENTER SPAN SCHEDULESWITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE E STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (-r-TRACK, STUDDED ANGLE, ETC.). USE 6.25• O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H'- AND 'U--HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, 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. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 3. INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FOR ST S SCHEDULES OT R WIND ZONES AND 1 THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 4 S nS A •m3mj tL 411 - g 1IPy S L� •rN• Heear r 0' 0' 2S 24- 25' 2r r 0' 2 e,FN 'U• M ..ant 0' 0• 0` rr 2 r 2S 22' 2r P 2r Zr 2r 2.5 a V Header S 6 Cr r 0' rr 24" rr N P 2r rr o bSa 96Ftl ANSI, 2r Zr 23' 11• 3T 31" It- W 23- 30' 1r 33- Kwdo o -r TrRq 2r 24^ 2A' 30' 44' W 29' 4r 24" 4r 30" BS- i0 'F'Tr eXM 2r 25• 25' 31' Sr Sr 3r Sr 2V SO• 31' W- Csoli eB M.YM Zr 2r 2r I I I' 29' W 11' 29r 2r 29• 11' 2 4' 2 r 30- 4r SET 22" 48- 2 4- 4r 30' U' Heads U' O' r rr xr Zr 2r P 24' 2T T 'F rRck 2 r 2 r 2 4 4' 3Xr 4a' 525'w S0' 2P 4r 2 r IB' 3r d314' 9Wa SIR MavR rr rr 23- 11- yr 31• 11• 3P 2r 3o• it,2r 33' 53' Sr 31' 5T 2r 5r 3S FRANK RENNA00 P! P PE00.65s9 U, %p5 z 'o n ALL O f I ywtn tl ONZ� W Bid- n in $ IN W O W b I SPATS SHOWN -1 AA MINIMUM 4LOw t SPANS aASED Ori ANY COMBINATION OF MOUHnNG N CONDITIONS AT TOP OA BOTTOM. PANEL LENGM5 LE55 THM' TMOSF NOTED IN TABLE .eOK IRE NOT .C<--I AD SFP•AATIDA F.- GLASS IS aEQ1,l.9. -. PANfL ­S IS WI - *TAN twT METED rpn 4f5PfCTIvf MouNr,Mc croMNN.noN .eovE. 61DE CLO PEQUIRED FOP ALL pVILDWT MpUNiS IN T•NE •BOaf WHf4E SIDE CLOSURES •RF AdT D •. vSEw1rH pvIL-' r•,iVNTf•G CONOInONS. REQUIRED StPu•nON FROM fAASA SH4L MEPECK DtTAIL 4' .,PLIES TO BOnI 3IPA I WITH OA'WITIgUi STITCH aDLiSi AND I44• PAY LS B BOTH WITH RAxEt (� FASrfM0.5 0 (I S'OP 6.3E O.0 Z 5. P MAY SPAN %' MINIMUM CASING 1 OF rile OPTIONK TOP OR pOnOr• CLOSURES aER Rats ONE i 1 Q OPlMING vE4 DfT•II { . US:NG ANr MIJUMnN4 COMOInON SnUwNII,TMpSE DAVnMGS A! I L IRONAL INTERIOR FASTENING DETAIL N.T.S. �gSg i 1n " N V LAST PANEL INSYNLED U Q8 rN e FROM INTF . qq W 1( ID,I IS SIDEWKABDLTOA s UaE �yt Wes) PMI NUi w•5ME [C W,MGNL ON IN510f FK[ Q / 11LD.1 WASHFAED 5C4EW .1-1 .1 I:Y,' ClQ-C +LI I R E+f FI ICONMfCTS eDTTOM MOUNT fP�iStON TD .OIACEHi I a it 1­T,Pt AS AE DI Q y ._slig E'I 1 1 / pD. �, CONN rYPF AS AtQD -' L�- Df Di (ENSU4 ANC.•DRS AT GYIlY1r MAIRpBIIYaBR F.:STMG coNCAET[ sAAarx;a.Lwr TnE 20-31543 MaLow eLxR oR vLUE GIWx IN .NCMw WOW m.MING SP•CING TApLf. a FKH aME: •DIACFMT i0 _ ECaP55 P•raLl M OPTIONAL EGRESS PANEL DETAIL 5 INTERIOR FASTENING 1WKOCNIVYIDO PC FOa 40.. SBB: »j 1.35 I.Rffim �$'0.094"(-20.2.05904�" 0�942" $-0.0461 2" n_P .125• �D0-,29' 90' .2.2S0" 90 0.750"004' SMV S"ig"' y>• ,♦IuLrde0l^ u.DD1.2c-x. " 2.0T00„ 625" 0 094^TIP. is PA D99" D065 _i1930" 1.930" 0.062"40311- .2 3]"1 5 2000° nU0-T061ozs0•-2.000" 2D00YP 15" "'_ wGu,Nri• •n�En�i, ($RiE 3s AIRN ANAiE 6Td-0AM CLOSURE SRJII /NOTE �� ` - I 3.360"MAY, 0.11355" �1.SI I.560"I~-11.560" 1 510" 0.365'--II .31"�"55" 019 004.5�5" 0 376'-{015S5S, %00 1.007' NIL r D. 0.179"-I 0.19D^--I1- G.BB6" e1 HI2.500"PANEL COVEPAGE-I }i,_p�C �IT^C 1 14.B75"PANEL LENGTH uZ II�^q+,- Ip#r LLO rU 545" I 0.524.150' OOr II_oN0. 090'KAr &: 0.250D090'• T 7to' 305TYF. ri"TYP�".Rv0215215R0.135" (n rl lilt(\� � p P- TR 0.090"�"C �ND� � 0.9 KE'r11QE A9ER r- 0.37E" Z » _ yrz v A !!! d _ f1-3.000'�,.0.12ppg• �� nEvmsto I�'L-1 d � a a=] "F' ANOIi - 11RACK (OIIEIIiED7 t'- s 1.000" ��'vil�•6[ I=rc iArCPI N yp 'IRr OVELLAP o:tT,. C,y J 88 4•MAx A CORNERCIOSUREDETAEL L �.25"MAX. InUt, o.le9'S zs MAx. MAX. nc�rParl i. BUILD-OUTJ , W DISTANCE D tl. I.L. �2 l� 1.000' J I I. e......n_._.. EMBED Ci C S 1.000' OVERLAP 3 820- H MAx. s^ - zMAX. HT4 I.soD• ; 2 ,a , HIAJM , IIH,IHY1,. A, MIN. -...T La:r 3lfe IS / - MP.%, M]N. CORNER Q051ME DETAL gg' p 1 BED /\ TfWPMDUNTCLOSUREDETALL 0fl %.i. S. YL C LLL ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O 12.5" O.0 ���®���® •®- Ili 1�2i6��®IZ�®�ii®II�Ii3SI ISM liar/ /. ;✓./ . �/ � /i ii., N,�% ®D��f�t�®�■l�tl� _ EfIFi■D�®®�®�®D3�� Ef�l■D��Fi�EOI■®�®D�� RJA_ PIfCP MINITANrP ..I4, / [f16■D��®®�� ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN T CN V BUT L PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPAN5 AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2- ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISn NG STRUCTURE MATERIAL, a ANCHOR TYPE. 5ELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS SON SHEET 2 FOR mENTI FICATION OF WNENECTION TYPE). 3. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS (•F--TRAOC, 57UDDED ANGLE, ETC.) USE 6.25- O C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MINIMUM EMB LL EOMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, ORICK, AND OTHER WA FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4• MAX OR SHALL BE VERIFIED BY DT HERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQU ATE WOOD FRAMING MEMBERS IN NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD ('/." EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING]. WOOD STID SHALL 13E `SOUTHERN PINE" G'0.55 ORGREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD CA HEX HEAD. 1I. AEMOVASU ANCHORS ARE . DEWALT PANELMATE ALL -POINTS 50LID-5EBUSHING 6 BRASS BU ING. AN MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE 80.5E ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. NO 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALLFINISHES. 14. 1 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L5. * DIRECT MOUNTING CONDTIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR 5CHEDULES LISTED ON THIS SHEET. 1 20-31543 1 2 9 'te^1a ^W W V ) C0 �- U N OL 0_O O .� Ca U N CL C/) C Ca O cu (n O O O W O U_ i CU it �H `/��I V i L.L. Q Z Z W J C=D o t:V co _ ) U (�J 1 a (� f! C) O - CU L 70 O � 4- LLI Cn}/ W U) S� O L U crz O V LU M Q Z Z Q J a SHEET NO. SH 1.5� 1010